WC-1089_Plans.pdf

PDF 18 MB Posted Oct 8, 2025

Attached to: Waterline Replacement
Solicitation number: WC-1089
Issued by: Oklahoma County, Hobart City, Oklahoma

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Written by GovTribe AI · Oct 9, 2025

This document is a comprehensive set of engineering design drawings for a waterline replacement project in Oklahoma City, prepared by CEC Corporation for the Oklahoma City Water Utilities Trust. The project involves replacing water mains on NW 22nd Street and NW 21st Street between May Avenue and Villa Avenue, with two primary waterline segments designated as Line "A" and Line "B". The total project includes installing approximately 770 linear feet of 8" C900 pipe for Line A and 372 linear feet of 8" C900 pipe for Line B, along with associated valves, fire hydrants, service line relocations, and utility connections. The project is labeled as a 100% submittal and includes detailed plan and profile drawings, erosion control plans, and standard water utility installation details.

The design drawings include extensive technical specifications for pipe installation, including bedding requirements, restrained joint specifications, valve and fire hydrant placements, and utility crossings. The project involves multiple meter relocations, with fifteen single long service and fifteen single short service connections for Line A, and six single long service and four single short service connections for Line B. The drawings provide comprehensive details on tracer wire installation, mechanical joint restraints, and specific requirements for pipe materials, including ductile iron and PVC pipes. The project is part of the Oklahoma City Utilities Department's capital improvement design efforts, with engineering oversight from the City Engineer's office and preparation by CEC Corporation, a local engineering firm.

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WC-1089_Specs.pdf	PDF	Oct 8, 2025

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WC-1089

WATERLINE REPLACEMENT

NW 22ND STREET TO NW 21ST STREET

FROM MAY AVENUE TO VILLA AVENUE

I a

100% SUBMITTAL

The City of

OKLAHOMA CITY

DAVID HOLT, Mayor

COUNCIL MEMBERS:

BRADLEY CARTER Ward 1

JAMES COOPER Ward 2

KATRINA AVERS Ward 3

TODD STONE Ward 4

MATT HINKLE Ward 5

JOBETH HAMON Ward 6

CAMAL PENNINGTON Ward 7

MARK K. STONECIPHER Ward 8

CRAIG FREEMAN City Manager

DEBBIE MILLER, P.E. City Engineer

Oklahoma City

®\SP

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 FREEMAN, City Manager Trustee BRENT BRYANT, Surrogate Trustee

Utilities Trust CHRIS BROWNING, General Manager AMY K. SIMPSON, Secretary

SHEET INDEX

SHEET NO. DESCRIPTION

TITLE SHEET

WATERLINE NOTES

SUMMARY OF PAY QUANTITIES

4 PROJECT LOCATION

FIRE HYDRANT COVERAGE

6-9 PLAN AND PROFILE- NW 21ST STREET- WATERLINE "A"

10-13 PLAN AND PROFILE - NW 22ND STREET - WATERLINE "B"

14-15 EROSION CONTROL - WATERLINE "A"

16-17 EROSION CONTROL- WATERLINE "B"

18 EROSION CONTROL DETAILS

19-32 OKC WATER STANDARD DETAILS

a, ONE CALL UTILITY LOCATION NUMBER

� 840-5032 " .. < .. � 1-800-522-6543

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UTILITIES DEPARTMENT

CAPITAL IMPROVEMENT DESIGN

PREPARED BY

KYLE MORSE P.E.1� �

CEC CORPORATION

4555 WEST MEMORIAL ROAD

OKLAHOMA CJTY, OK 73142

T: 405-753-4200 & F: 405-260-9504

CA# 32 EXPIRATION 06-30-2026

DEBBIE MILLER. P.E .. DIRECTOR

PUBUC WORKS/ CITY ENGINEER

CJ- /q-7...S"

DATE

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DATE

PROJECT NO. WC-1089

9/23/25

WATERLINE

NOTES

LEGEND

PROPOSED WATER MAIN

EXISTING SANITARY SEWER

EXISTING SANITARY SEWER MANHOLE

EXISTING POWER POLE

EXISTING COMMUNICATIONS PEDESTAL

EXISTING PULL BOXPB

EXISTING STORM SEWER MANHOLEST.S

EXISTING GAS METER

EXISTING GAS MARKERG

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING WATER METER

PUG

EXISTING STORM SEWER

EXISTING FIBER OPTIC MARKER

EXISTING TUG MARKER

EXISTING SPRINKLER VALVE

EXISTING GAS VALVE

EXISTING BENCH MARK

CBL

EXISTING WATER

EXISTING GAS

EXISTING UNDERGROUND TELECOMMUNICATION

EXISTING UNDERGROUND FIBER OPTIC

EXISTING OVERHEAD ELECTRIC

EXISTING UNDERGROUND ELECTRIC

EXISTING RIGHT-OF-WAY

EXISTING UNDERGROUND CABLE LINE

PROPOSED GATE VALVE

PROPOSED CONCRETE

DRIVEWAY REPAIR

REMOVE AND REPLACE

CONCRETE ROADWAY

EXISTING FENCE

EXISTING ROADWAY

TUG

SCV

PROPOSED STEEL CASING

EXISTING WATER (TO BE ABANDONED)

PROPOSED FIRE HYDRANT (W/ VALVE)

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/PROWAG TECHNICAL 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 STORM WATER QUALITY MANAGEMENT DIVISION. ADDITIONALLY, CONSTRUCTION ACTIVITIES THAT RESULT IN LAND DISTURBANCE EQUAL TO OR GREATER THAN ONE (1) ACRE, OR LESS THAN ONE (1) ACRE IF THEY ARE PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR SALE THAT TOTALS AT LEAST ONE (1) ACRE, MUST OBTAIN AUTHORIZATION OF DISCHARGE STORMWATER UNDER THE STATE OF OKLAHOMA

DEPARTMENT OF ENVIRONMENTAL QUALITY 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 WATERLINE FLUSHING ACTIVITIES TO MINIMIZE EROSION AND TO REMAIN IN COMPLIANCE WITH LOCAL AND FEDERAL NPDES PERMIT REQUIREMENTS. WATERLINE FLUSHING TO THE STORM DRAIN SYSTEM OR TO WATER OF THE COMMUNITY IS ALLOWABLE PROVIDED THAT THERE IS NO MEASURABLE AMOUNT OF RESIDUAL CHLORINE (DEFINED AS <0.1 mg/L).

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO DRAIN AS WELL AS OR BETTER THAN EXISTING CONDITIONS. UPON COMPLETION OF LAND DISTURBING ACTIVITIES, PERMITTEE MUST STABILIZE THE ENTIRE SITE BY PLANTING, GROWING AND ESTABLISHING A UNIFORM PERENNIAL VEGETATIVE COVER UNTIL A DENSITY OF AT LEAST 70 PERCENT OF THE NATIVE BACKGROUND COVER HAS

BEEN ESTABLISHED FOR ALL UNPAVED AREAS.

TRAFFIC CONTROL

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

21. 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.

22. 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.

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

BUSINESS HOURS FOR EACH ESTABLISHMENT.

24. 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

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

AND AS NECESSARY THROUGHOUT THE PROJECT.

26. 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.

27. 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.

28. 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

29. 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.

30. 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.

31. 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.

32. CONTRACTOR SHALL PROVIDE ANY AND ALL DEWATERING REQUIRED FOR CONSTRUCTION ACTIVITIES, ALL

ASSOCIATED COSTS SHALL BE INCLUDED IN OTHER PAY ITEMS.

33. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH POLYETHYLENE ENCASEMENT, INCIDENTAL

TO THE COST OF THOSE PAY ITEMS.

WATERLINES

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

35. 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.

36. 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.

37. 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.

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

VERIFY THE FLOWLINE ELEVATION OF EXISTING WATER MAINS.

39. 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.

40. ALL CUT, PLUG AND ABANDON OF WATERLINES SHALL BE INCIDENTAL TO THE CONNECTION OF THE NEW

WATERLINE.

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

42. 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.

43. 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.

44. 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.

45. 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.

46. 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.

47. 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.

48. TEMPORARY SERVICES 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. THE “TEMPORARY WATER SERVICE” PAY ITEM WILL INCLUDE ALL LABOR, MATERIALS, AND APPURTENANCES REQUIRED TO PROVIDE UP TO 600 LF OF

TEMPORARY WATER SERVICE TO CUSTOMERS DURING ANY WATER SERVICE OUTAGE PLANNED FOR

PERFORMING THE PROPOSED WORK. ANY ADDITIONAL LENGTH OF TEMPORARY WATER SERVICE IS THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS SHALL BE INCIDENTAL TO OTHER PAY ITEMS.

49. 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

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

51. RESTRAINED JOINTS SHALL BE REQUIRED WITHIN THE AREAS DIMENSIONED ON THE PLANS. SEE OKC

STANDARD DETAILS 509.A AND 509.B FOR MORE INFORMATION.

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

53. 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.

54. TAPPING PVC PIPE - AWWA C-900, PRESSURE CLASS 200, DR 14 - FOR 34" 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.

55. 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.

56. 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 AND EXTRA LONG SERVICE

CONNECTIONS SHALL BE BORED UNDER THE ROADWAY.

57. 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.

58. 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.

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BM 210

BM 211

BM 212

BM 213

BM SET CUT X TOC

BM SET 5/8IN IP

BM SET CUT X TOC

BM SET 5/8IN IP

BM SET CUT X TOC

179428.9

179464.9

179469.7

179249.5

179070.8

179096.6

179062.3

179057.4

179048.4

179039.6

2099172.2

2099968.1

2100355.8

2100496.7

2100161.6

2099811.8

2099422.6

2099023.3

2098245.7

2097845.3

1235.41'

1238.66'

1233.90'

1234.41'

1240.25'

1241.16'

1240.67'

1245.40'

1243.58'

1256.11'

Benchmark Table

Point #

BM 201

BM 202

Description

BM SET 5/8IN IP

BM SET CUT X TOC

Northing

179410.5

179420.1

179424.4

Easting

2098046.3

2098440.1

2098812.9

Elevation

1244.28'

1233.73'

1238.07'

Control Point Table

Point #

CP 1

CP 2

CP 3

CP 4

CP 266

Description

CP SET 5/8IN IP W CEC CP CAP

CP / OKC 266

Northing

179393.1780

179472.2270

179055.1410

179084.2700

185272.5990

Easting

2097690.9180

2099584.4280

2100527.7240

2098629.4050

2109756.4830

Elevation

1256.321'

1232.73'

1237.71'

1249.18'

1174.332'

LINE A

LINE B

SHEET

W C-

LIN

M A

Y, O

O M

C O

W . M

L R

M A

Y, O

O M

W W

W .C

O N

.C O

E O

F O

K C

O F

O R

C A#

: 3

: 2

-3

C O

D R

P R

O F

Y M

O D

N O

R U

H O

U T

W R

N A

O R

O F

R O

N H

R Y

C R

O N

N O

D R

B Y:

D B

T N

W C

-1

T D

H O

W N

SHEET NAME

-1

0% S

PROJECT

LOCATION

100' 200'

SCALE 1"=100'

0LOCATION MAP

R-3-W

T-

-N

1"=2000'

VICINITY MAP

NW 23RD STREET

NW 10TH ST

N P

N M

VE 30

PROJECT

LOCATION

W W

O H

E S S

S S

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

TUG

PUG

FOC FOC FOC FOC FOC FOC

PUG PUG

STS

S T

PVLT

VLT

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 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 W W W W W W

NW 22ND ST.

N . M

A Y

N . R

NW 21ST ST.

N . L

N . V

NW 20TH ST.

NW 19TH ST.

NW 23RD ST.

HYDRANT MAP

100' 200'

SCALE 1"=100'

SHEET

W C-

LIN

M A

Y, O

O M

C O

W . M

L R

M A

Y, O

O M

W W

W .C

O N

.C O

E O

F O

K C

O F

O R

C A#

: 3

: 2

-3

C O

D R

P R

O F

Y M

O D

N O

R U

H O

U T

W R

N A

O R

O F

R O

N H

R Y

C R

O N

N O

D R

B Y:

D B

T N

W C

-1

T D

H O

W N

SHEET NAME

-1

0% S

EXISTING FIRE HYDRANT RANGE

(500 FOOT RADIUS)

PROPOSED FIRE HYDRANT RANGE

(500 FOOT RADIUS)

LEGEND

HYDRANT

VALVE

9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

EXISTING CL PROFILE

OF NW 21ST STREET

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

W L

N . M

A Y

EXISTING GROUND PROFILE

OF PROPOSED WATERLINE "A"

A1 STA. 9+75.09

N=179078.77, E=2097783.99

1-6" TAPPING SLEEVE, M.J.

1-6" X 6" TAPPING VALVE AND BOX, M.J.

1-MEGALUG SERIES 2006PV

FL=1251.30

A5 STA. 10+89.24

N=179080.10, E=2097898.14

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1249.30

A6 STA. 10+94.84

N=179085.80, E=2097903.67

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1249.30

LINE "A" - INSTALL 770 LF OF 8" C900 AND

4 LF OF 6" C900

10'

BORE

10'

BORE

20'

BORE

10'

BORE

10'

BORE

110'

BORE 10'

BORE

10'

BORE

65'

BORE

18'

BORE

EX. ONG LINE

EX. OKC PUG LINE

EX. OKC 24"

STORM PIPE

134 LF OF

RESTRAINED

JOINT PIPE

26 LF OF RESTRAINED

JOINT PIPE

STA. 10+26.47

BEGIN

STEEL ENCASEMENT

FOR 8" WATERLINE

STA. 10+36.49

END

STEEL ENCASEMENT

FOR 8" WATERLINE

A2 STA. 9+78.87

N=179078.81, E=2097787.78

1-8" X 6" REDUCER, M.J.

1-MEGALUG SERIES 2008PV

1-MEGALUG SERIES 2006PV

FL=1251.30

A4 STA. 10+24.90

N=179079.35, E=2097833.80

1-8" X 11.25 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1249.30

A3 STA. 10+16.90

N=179079.25, E=2097825.80

1-8" X 11.25 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1251.30

INSTALL

TYPE "A" BACKFILL

G G

O H

E O

H E

O H

E O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

OHE

PUG PUG

PUG

STS

S T

PVLT

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

W W

N . M

A Y

NW 21ST ST.

PRES. RW

P R

E S

. R W

P R

E S

. R W

68'

P R

E S

. R W

P R

E S

. R W

68'

EX. OKC 6"

WATERLINE

(WC-0206)

BM #213

BM #212

EX. OKC 6"

WATERLINE

(UNKNOWN)

EX. 15"

STORM PIPE

EX. 15"

STORM PIPE

EX. 24"

STORM PIPE

EX. VERIZON FOC LINE

EX. 20" STORM PIPE

FLOWLINE = 1230.70'

2861 2857 2853 2849 2845 2841 2837 2833 2829 2825 2821 2817 2813 2809 2805

2860 2856 2852 2844 2840 2832 2828 2824 2820 2816 2812

2808 2804

A1 A6A5

CAP/ABANDON

EX. 6" WATERLINE

RELOCATE

METER

EX. ONG LINE

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

WATERLINE "A"

STA. 10+46.88

SSS - METER

STA. 10+39.59

SLS - METER

STA. 10+84.15

SLS - METER

STA. 11+39.61

SLS - METER

STA. 12+30.43

SLS - METER

STA. 12+60.23

SLS - METER

STA. 12+92.41

SLS - METER

STA. 13+65.61

SLS - METER

STA. 14+03.89

SLS - METER

STA. 14+49.09

SLS - METER

STA. 15+07.94

SLS - METER

STA. 15+60.38

SLS - METER

STA. 16+05.10

SLS - METER

STA. 16+30.11

SLS - METER

STA. 17+14.16

SLS - METER

STA. 17+45.77

SLS - METER

STA. 11+02.89

SSS - METER

STA. 11+62.49

SSS - METER

STA. 12+04.92

SSS - METER STA. 12+39.99

SSS - METER

STA. 13+04.30

SSS - METER

STA. 13+53.53

SSS - METER

STA. 13+82.57

SSS - METER STA. 14+31.10

SSS - METER

STA. 15+05.94

SSS - METER

STA. 15+49.06

SSS - METER

STA. 16+03.45

SSS - METER

STA. 16+52.49

SSS - METER

STA. 17+03.21

SSS - METER

STA. 17+48.03

SSS - METEREX. OKC PUG LINE

REMOVE & REPLACE 14

LF OF CURB & GUTTER

REMOVE & REPLACE 17

LF OF CURB & GUTTER

REMOVE & REPLACE 8

LF OF CURB & GUTTER

STEEL ENCASEMENT

FOR 8" WATERLINE

BEGIN STA. 10+26.47

END STA. 10+36.49

GROUT

ABANDONED PIPE

WITHIN EXTENTS

OF MAY AVENUE

PLAN & PROFILE

NW 21ST STREET

WATERLINE "A"

. 1 7+

SHEET

W C-

LIN

M A

Y, O

O M

C O

W . M

L R

M A

Y, O

O M

W W

W .C

O N

.C O

E O

F O

K C

O F

O R

C A#

: 3

: 2

-3

C O

D R

P R

O F

Y M

O D

N O

R U

H O

U T

W R

N A

O R

O F

R O

N H

R Y

C R

O N

N O

D R

B Y:

D B

T N

W C

-1

T D

H O

W N

SHEET NAME

-1

0% S

BM #213 - SET CUT "X" TOP OF CURB

STA. 10+35.97 - 16.97' RT.

N=179039.60, E=2097845.30, ELEV=1256.11

BM #212 - SET CUT "X" TOP OF CURB

STA. 14+36.43 - 12.86' RT.

N=179048.40, E=2098245.70, ELEV=1243.58 30' 60'

SCALE 1"=30'

8" PVC (PUSH ON JOINT)

8" PVC (RESTRAINED JOINT)

W ABANDON WATERLINE

PROPOSED WATERLINE

FIFTEEN (15) - 1" SINGLE LONG SERVICE (SLS)

FIFTEEN (15) - 1" SINGLE SHORT SERVICE (SSS)

FIVE (5) - 1" SLS METER RELOCATE

FOURTEEN (14) - 1" SSS METER RELOCATE

TOTAL BORE LENGTH = 273 L.F.

REMOVE & REPLACE SIDEWALK

TOTAL: 52 SY

PAVEMENT REPAIR CONCRETE

TOTAL: 133 SYLE

E PROFILE

H 1"=30' V 1"=3'

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

W W

N . R

NW 21ST ST.

PRES. RW

P R

E S

. R W

P R

E S

. R W

P R

E S

. R W

P R

E S

. R W

' 70

70'

CP #4

BM #211

EX. OKC 6"

WATERLINE

(UNKNOWN)

EX. OKC 6" WATERLINE

(UNKNOWN)

2805 2805

2769 2765 2761 2755 2751 2749 2745 2741 2737 2735 2729 2725 2721

2770 2764 2760 2756 2752 2744 2740 2736 2734 2728 2724

A8 A10

A12

A11 A14

A13

ABANDON EX. 6"

WATERLINE

WATERLINE "A"

REMOVE FIRE

HYDRANT AND

GATE VALVE

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

STA. 17+84.96

SLS - METER

STA. 18+00.86

SSS - METER

STA. 19+73.82

SSS - METER STA. 20+04.11

SSS - METER

STA. 20+59.57

SSS - METER

STA. 21+18.12

SSS - METER

STA. 21+64.91

SSS - METER

STA. 22+12.22

SSS - METER

STA. 22+64.92

SSS - METER

STA. 23+14.03

SSS - METER STA. 23+55.10

SSS - METER

STA. 24+01.76

SSS - METER

STA. 24+60.48

SSS - METER STA. 24+99.77

SSS - METER

STA. 19+42.58

SLS - METER

STA. 19+44.75

SLS - METER

STA. 19+62.84

SLS - METER

STA. 20+84.76

SLS - METER

STA. 21+37.49

SLS - METER STA. 21+58.31

SLS - METER

STA. 22+06.49

SLS - METER STA. 22+55.90

SLS - METER

STA. 22+99.71

SLS - METER

STA. 23+65.71

SLS - METER STA. 24+31.51

SLS - METER

STA. 24+54.12

SLS - METER

STA. 25+34.43

SLS - METER

EX. ATT FOC LINE

EX. TUG LINE

EX. OKC PUG LINE

REMOVE & REPLACE 12 LF

OF CURB & GUTTER

GROUT

ABANDONED PIPE

WITHIN EXTENTS

OF ROSS AVENUE

17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

EXISTING CL PROFILE

OF NW 21ST STREET

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

W L

N . R

EXISTING GROUND PROFILE

OF PROPOSED WATERLINE "A"

A7 A8

A10

A13 A14

A11 A12

STEAMER NOZZLE

ELEV.=1251.38

A7 STA. 18+19.76 - 29.72' LT.

N=179095.58, E=2098628.52

1-8" GATE VALVE AND BOX, M.J.

2-MEGALUG SERIES 2008PV

FL=1245.12

A8 STA. 18+24.76

N=179095.59, E=2098633.52

1-8" X 6" TEE, M.J.

1-6" GATE VALVE AND BOX, M.J.

1-FIRE HYDRANT

2-MEGALUG SERIES 2008PV

3-MEGALUG SERIES 2006PV

FL=1245.12

A10 STA. 18+48.71

N=179095.90, E=2098657.47

1-8" X 8" CROSS, M.J.

2-8" X 6" REDUCER, M.J.

8-MEGALUG SERIES 2008PV

FL=1245.12

A14 STA. 20+96.19

N=179099.08, E=2098904.93

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1242.47

A12 STA. 19+36.86

N=179089.71, E=2098745.70

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1244.56

A11 STA. 19+29.45

N=179096.99, E=2098738.20

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1244.68

20'

BORE

10'

BORE

40'

BORE 20'

BORE 30'

BORE 10'

BORE

48'

BORE 20'

BORE 10'

BORE 20'

BORE 10'

BORE

INSTALL

TYPE "A" BACKFILL

LINE "A" - INSTALL 803 LF OF 8" C900

EX. TUG LINE

EX. ATT FOC LINE

EX. OKC 6" WATER LINE EX. OKC PUG LINE

188 LF OF

RESTRAINED

JOINT PIPE 37 LF OF RESTRAINED

JOINT PIPE

A13 STA. 20+87.82

N=179090.81, E=2098896.66

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1242.57

PLAN & PROFILE

NW 21ST STREET

WATERLINE "A"

. 2 5+

. 1 7+

SHEET

W C-

LIN

M A

Y, O

O M

C O

W . M

L R

M A

Y, O

O M

W W

W .C

O N

.C O

E O

F O

K C

O F

O R

C A#

: 3

: 2

-3

C O

D R

P R

O F

Y M

O D

N O

R U

H O

U T

W R

N A

O R

O F

R O

N H

R Y

C R

O N

N O

D R

B Y:

D B

T N

W C

-1

T D

H O

W N

SHEET NAME

-1

0% S

BM #211 - SET 5/8" IRON PIN

STA. 22+14.09 - 13.12' RT.

N=179057.40, E=2099023.30, ELEV=1245.40

CP #4 - SET 5/8" IRON PIN W/CEC CONTROL CAP

STA. 18+20.51 - 18.40' LT.

N=179084.27, E=2098629.41, ELEV=1249.18 30' 60'

SCALE 1"=30'

8" PVC (PUSH ON JOINT)

8" PVC (RESTRAINED JOINT)

W ABANDON WATERLINE

PROPOSED WATERLINE

FOURTEEN (14) - 1" SINGLE LONG SERVICE (SLS)

THIRTEEN (13) - 1" SINGLE SHORT SERVICE (SSS)

SEVEN (7) - 1" SLS METER RELOCATE

FOURTEEN (14) - 1" SSS METER RELOCATE

TOTAL BORE LENGTH = 258 L.F.

REMOVE & REPLACE SIDEWALK

TOTAL: 42 SY

PAVEMENT REPAIR CONCRETE

TOTAL: 14 SYLE

E PROFILE

O H

E O

H E

O H

P U

G P

U G

STS

S T

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

N . L

NW 21ST ST.

PRES. RW

P R

E S

. R W

P R

E S

. R W

P R

E S

. R W

P R

E S

. R W

70'

BM #210

BM #209

EX. OKC 6"

WATERLINE

(UNKNOWN)

EX. 30" STORM PIPE

EX. 18" STORM PIPE

2717 2713 2709 2705 2701 2561 2557 2553 2549 2545 2541 2537 2533

2529 2525

2716 2712 2708 2704 2700 2558 2554 2550 2548 2544 2540 2536 2532

A16A15 A17

A18

ABANDON EX. 6"

WATERLINE

WATERLINE "A"

REMOVE FIRE

HYDRANT AND

GATE VALVE

RELOCATE

LIGHT POLERELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER RELOCATE

METER

STA. 25+61.65

SSS - METER

STA. 26+23.52

SSS - METER

STA. 26+61.90

SSS - METER

STA. 27+08.17

SSS - METER

STA. 27+58.48

SSS - METER

STA. 28+01.66

SSS - METER

STA. 29+07.13

SSS - METER

STA. 29+58.41

SSS - METER

STA. 29+89.09

SSS - METER

STA. 30+29.72

SSS - METER

STA. 31+00.44

SSS - METER

STA. 31+30.71

SSS - METER

STA. 31+83.50

SSS - METER

STA. 32+60.86

SSS - METER

STA. 33+13.78

SSS - METER

STA. 33+32.95

SSS - METER

STA. 25+64.71

SLS - METER

STA. 26+21.21

SLS - METER

STA. 26+60.69

SLS - METER

STA. 27+28.90

SLS - METER

STA. 27+94.12

SLS - METER

STA. 28+73.90

SLS - METER

STA. 29+65.41

SLS - METER STA. 29+92.78

SLS - METER

STA. 30+36.55

SLS - METER

STA. 30+96.72

SLS - METER

STA. 31+33.88

SLS - METER

STA. 31+81.55

SLS - METER

STA. 32+29.77

SLS - METER

STA. 32+85.23

SLS - METER

STA. 33+33.74

SLS - METEREX. FOC LINE

EX. OKC PUG LINE

EX. FOC LINE

EX. OKC PUG LINE

REMOVE & REPLACE 12

LF OF CURB & GUTTER

STEEL ENCASEMENT

FOR 8" WATERLINE

BEGIN STA. 28+32.76

END STA. 28+52.84

GROUT

ABANDONED PIPE

WITHIN EXTENTS

OF LINN AVENUE

25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

EXISTING CL PROFILE

OF NW 21ST STREET

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

W L

N . L

. A

. EXISTING GROUND PROFILE

OF PROPOSED WATERLINE "A"

A16A15

A17 A18

A15 STA. 26+52.63

N=179105.85, E=2099461.33

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1235.89

A16 STA. 26+57.67

N=179100.81, E=2099466.43

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1235.78

A17 STA. 28+04.11 - 28.05' LT.

N=179105.62, E=2099612.82

1-8" GATE VALVE AND BOX, M.J.

2-MEGALUG SERIES 2008PV

FL=1234.26

A18 STA. 28+09.11

N=179105.79, E=2099617.82

1-8" X 6" TEE, M.J.

1-6" GATE VALVE AND BOX, M.J.

1-FIRE HYDRANT

2-MEGALUG SERIES 2008PV

3-MEGALUG SERIES 2006PV

FL=1234.26

STEAMER NOZZLE

ELEV.=1239.37

39'

BORE 10'

BORE

18'

BORE

BORE 8'

BORE 13'

BORE 10'

BORE 27'

BORE

INSTALL

TYPE "A" BACKFILL

LINE "A" - INSTALL 800 LF OF 8" C900

EX. OKC 30" STORM PIPE

EX. OKC PUG LINE

EX. FOC LINE

EX. OKC PUG LINE

34 LF OF RESTRAINED

JOINT PIPE

STA. 28+32.76

BEGIN

STEEL ENCASEMENT

FOR 8" WATERLINE

STA. 28+52.84

END

STEEL ENCASEMENT

FOR 8" WATERLINE

30'

BORE

PLAN & PROFILE

NW 21ST STREET

WATERLINE "A"

. 3 3+

. 2 5+

SHEET

W C-

LIN

M A

Y, O

O M

C O

W . M

L R

M A

Y, O

O M

W W

W .C

O N

.C O

E O

F O

K C

O F

O R

C A#

: 3

: 2

-3

C O

D R

P R

O F

Y M

O D

N O

R U

H O

U T

W R

N A

O R

O F

R O

N H

R Y

C R

O N

N O

D R

B Y:

D B

T N

W C

-1

T D

H O

W N

SHEET NAME

-1

0% S

BM #209 - SET 5/8" IRON PIN

STA. 30+02.96 - 16.66' LT.

N=179096.60, E=2099811.80, ELEV=1241.16

BM #210 - SET CUT "X" TOP OF CURB

STA. 26+13.42 - 12.97' RT.

N=179062.30, E=2099422.60, ELEV=1240.67 30' 60'

SCALE 1"=30'

8" PVC (PUSH ON JOINT)

8" PVC (RESTRAINED JOINT)

W ABANDON WATERLINE

PROPOSED WATERLINE

FIFTEEN (15) - 1" SINGLE LONG SERVICE (SLS)

SIXTEEN (16) - 1" SINGLE SHORT SERVICE (SSS)

FIVE (5) - 1" SLS METER RELOCATE

SIXTEEN (16) - 1" SSS METER RELOCATE

TOTAL BORE LENGTH = 187 L.F.

PAVEMENT REPAIR CONCRETE

TOTAL: 15 SYLE

E PROFILE

H 1"=30' V 1"=3'

REMOVE & REPLACE SIDEWALK

TOTAL: 6 SY

W W

PUG PUG PUG

PUG

PVLT

W W W W W W W W

W W W W W W W W W W W

NW 21ST ST.

N . V

PRES. RW

P R

E S

. R W

P R

E S

. R W

P R

E S

. R W

63.79'

BM #208

CP #3

EX. OKC 6"

WATERLINE

(UNKNOWN)

OKC 6" WATERLINE

(WC-0493)

OKC 8" WATERLINE

(UNKNOWN)

OKC 8" WATERLINE

(UNKNOWN)

2525 2521 2517 2515 2509 2505 2501

2429 2425

2522 2520 2518 2514 2508 2504

A21

A20

A19

CLOSE &

ABANDON EX.

VALVE,

CAP/ABANDON

EX. 6" WATERLINE

WEST OF VALVE

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

WATERLINE "A"

REMOVE FIRE HYDRANT AND GATE VALVE

STA. 34+04.36

SSS - METER

STA. 34+57.14

SSS - METER

STA. 34+88.81

SLS - METER STA. 35+31.65

SSS - METER

STA. 36+14.23

SSS - METER

STA. 36+42.32

SSS - METER

STA. 33+99.93

SLS - METER

STA. 34+55.68

SLS - METER

STA. 35+04.26

SLS - METER

STA. 35+32.36

SLS - METER

STA. 36+51.93

SLS - METER

STA. 36+59.64

SLS - METER

EX. ONG LINE

REMOVE AND

REPLACE SIDEWALK

33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

EXISTING CL PROFILE

OF NW 21ST STREET

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

W L

N . V

EXISTING GROUND PROFILE

OF PROPOSED WATERLINE "A"

A19 A20

A21

STEAMER NOZZLE

ELEV.=1238.89

A20 STA. 36+38.09

N=179110.23, E=2100446.80

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1232.79

A19 STA. 36+32.46

N=179115.83, E=2100441.11

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1232.92

A21 STA. 36+64.31

N=179110.47, E=2100473.02

1-8" X 6" TEE, M.J.

1-6" GATE VALVE AND BOX, M.J.

1-FIRE HYDRANT

2-MEGALUG SERIES 2008PV

3-MEGALUG SERIES 2006PV

FL=1232.37

11'

BORE 24'

BORE 28'

BORE 14'

BORE 12'

BORE

43'

BORE

LINE "A" - INSTALL 335 LF OF 8" C900

EX. ONG LINE

EX. OKC 8" WATER LINE

114 LF OF

RESTRAINED

JOINT PIPE

A22 STA. 36+82.13

N=179110.64, E=2100490.85

1-8" TAPPING SLEEVE, M.J.

1-8" X 8" TAPPING VALVE AND BOX, M.J.

1-MEGALUG SERIES 2008PV

FL=1232.24

A22

PLAN & PROFILE

NW 21ST STREET

WATERLINE "A"

. 3 3+

SHEET

W C-

LIN

M A

Y, O

O M

C O

W . M

L R

M A

Y, O

O M

W W

W .C

O N

.C O

E O

F O

K C

O F

O R

C A#

: 3

: 2

-3

C O

D R

P R

O F

Y M

O D

N O

R U

H O

U T

W R

N A

O R

O F

R O

N H

R Y

C R

O N

N O

D R

B Y:

D B

T N

W C

-1

T D

H O

W N

SHEET NAME

-1

0% S

CP #3 - SET 5/8" IRON PIN W/CEC CONTROL CAP

STA. 37+18.34 - 33.32' RT.

N=179055.14, E=2100527.72, ELEV=1237.71

BM #208 - SET CUT "X" TOP OF CURB

STA. 33+52.44 - 13.26' RT.

N=179070.80, E=2100161.60, ELEV=1240.25 30' 60'

SCALE 1"=30'

8" PVC (PUSH ON JOINT)

8" PVC (RESTRAINED JOINT)

W ABANDON WATERLINE

PROPOSED WATERLINE

SIX (6) - 1" SINGLE LONG SERVICE (SLS)

SEVEN (7) - 1" SINGLE SHORT SERVICE (SSS)

THREE (3) - 1" SLS METER RELOCATE

FIVE (5) - 1" SSS METER RELOCATE

TOTAL BORE LENGTH = 132 L.F.

E PROFILE

H 1"=30' V 1"=3'

TOTAL: 6 SY

G G

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

P U

G P

U G

STS

S T

W W

W W W W W W W W

W W

N . M

A Y

NW 22ND ST.

P R

E S

. R W

P R

E S

. R W

68'

P R

E S

. R W

P R

E S

. R W

68'

PRES. RW

CP #1

BM #201

EX. OKC 6"

WATERLINE

(UNKNOWN)

EX. 24" STORM PIPE

EX. 15" STORM PIPE

2849 2847 2841 2839

2860 2856 2852 2848 2844

ABANDON EX. 6"

WATERLINE

WATERLINE "B"

STA. 11+42.23

SSS - METER

STA. 12+13.28

SSS - METER

STA. 12+59.04

SSS - METER

STA. 13+05.47

SSS - METER

STA. 13+33.94

SLS - METER

STA. 12+57.34

SLS - METER

STA. 12+14.17

SLS - METER

STA. 11+32.17

SLS - METERSTA. 11+04.46

SLS - METER

STA. 10+38.44

SLS - METER

RELOCATE

METER

RELOCATE

METERRELOCATE

METER

EX. FOC LINE

EX. ONG LINE

EX. OKC

PUG LINE

REMOVE & REPLACE 8 LF

OF CURB & GUTTER

STEEL ENCASEMENT

FOR 8" WATERLINE

BEGIN STA. 10+29.62

END STA. 10+39.58

CAP/ABANDON

EX. 6" WATERLINE

GROUT

ABANDONED PIPE

WITHIN EXTENTS

OF MAY AVENUE

5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

EXISTING CL PROFILE

OF NW 22ND STREET

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

W L

N . M

A Y

EXISTING GROUND PROFILE

OF PROPOSED WATERLINE "B"57'

BORE

17'

BORE

18'

BORE

19'

BORE

B5 B6

B1 STA. 9+75.11

N=179454.69, E=2097780.97

1-6" TAPPING SLEEVE, M.J.

1-6" X 6" TAPPING VALVE AND BOX, M.J.

1-MEGALUG SERIES 2006PV

FL=1248.11

B5 STA. 10+46.54

N=179455.54, E=2097852.39

1-8" X 22.5 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1246.45

B6 STA. 10+66.29

N=179447.58, E=2097872.24

1-8" X 22.5 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1246.20

LINE "B" - INSTALL 372 LF OF 8" C900 AND 4 LF OF 6" C900

EX. OKC 24" STORM PIPE

EX. ONG LINE

EX. OKC PUG LINE

104 LF OF

RESTRAINED

JOINT PIPE

STA. 10+29.62

BEGIN

STEEL ENCASEMENT

FOR 8" WATERLINE

STA. 10+39.58

END

STEEL ENCASEMENT

FOR 8" WATERLINE

B2 STA. 9+78.90

N=179454.74, E=2097784.75

1-8" X 6" REDUCER, M.J.

1-MEGALUG SERIES 2008PV

1-MEGALUG SERIES 2006PV

FL=1248.11

INSTALL

TYPE "A" BACKFILL

B3 STA. 10+18.92

N=179455.22, E=2097824.77

1-8" X 11.25 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1248.11

B4 STA. 10+25.54

N=179455.30, E=2097831.39

1-8" X 11.25 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1246.45

PLAN & PROFILE

NW 22ND STREET

WATERLINE "B"

. 1 3+

SHEET

W C-

LIN

M A

Y, O

O M

C O

W . M

L R

M A

Y, O

O M

W W

W .C

O N

.C O

E O

F O

K C

O F

O R

C A#

: 3

: 2

-3

C O

D R

P R

O F

Y M

O D

N O

R U

H O

U T

W R

N A

O R

O F

R O

N H

R Y

C R

O N

N O

D R

B Y:

D B

T N

W C

-1

T D

H O

W N

SHEET NAME

-1

0% S

BM #201 - SET 5/8" IRON PIN

STA. 12+39.90 - 18.41' RT.

N=179410.50, E=2098046.30, ELEV=1244.28

CP #1 - SET 5/8" IRON PIN W/CEC CONTROL CAP

STA. 8+84.34 - 31.55' RT.

N=179393.18, E=2097690.92, ELEV=1256.32 30' 60'

SCALE 1"=30'

8" PVC (PUSH ON JOINT)

8" PVC (RESTRAINED JOINT)

W ABANDON WATERLINE

PROPOSED WATERLINE

SIX (6) - 1" SINGLE LONG SERVICE (SLS)

FOUR (4) - 1" SINGLE SHORT SERVICE (SSS)

FOUR (4) - 1" SLS METER RELOCATE

FOUR (4) - 1" SSS METER RELOCATE

TOTAL BORE LENGTH = 111 L.F.

REMOVE & REPLACE SIDEWALK

TOTAL: 105 SY

PAVEMENT REPAIR CONCRETE

TOTAL: 39 SYLE

E PROFILE

13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

EXISTING CL PROFILE

OF NW 22ND STREET

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

W L

N . R

EXISTING GROUND PROFILE

OF PROPOSED WATERLINE "B"

10'

BORE

14'

BORE

13'

BORE

71'

BORE

11'

BORE

83'

BORE

10'

BORE

16'

BORE

BORE 28'

BORE

B7 B8

B7 STA. 18+24.41 - 22.33' LT.

N=179458.24, E=2098630.28

1-8" GATE VALVE AND BOX, M.J.

2-MEGALUG SERIES 2008PV

FL=1234.79

B8 STA. 18+29.40

N=179458.29, E=2098635.27

1-8" X 6" TEE, M.J.

1-6" GATE VALVE AND BOX, M.J.

1-FIRE HYDRANT

2-MEGALUG SERIES 2008PV

3-MEGALUG SERIES 2006PV

FL=1234.79

INSTALL

TYPE "A" BACKFILL

LINE "B" - INSTALL 749 LF OF 8" C900

STEAMER NOZZLE

ELEV.=1240.77

EX. TUG LINE

EX. FOC LINE

EX. OKC 6" WATER LINE

EX. OKC 18" SANITARY SEWER LINE

194 LF OF

RESTRAINED

JOINT PIPE

B9 STA. 18+47.29

N=179458.48, E=2098653.16

1-8" X 8" CROSS, M.J.

2-8" X 6" REDUCER, M.J.

8-MEGALUG SERIES 2008PV

FL=1234.79

12'

BORE

EX. OKC PUG LINE

B10 STA. 18+47.29 - 22.06' LT.

N=179414.12, E=2098653.69

1-INSERTABLE 6" VALVE & VALVE BOX

FL=1235.69

S S

TUG TUG

CFO

S T

PVLT

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

W W

N . R

NW 22ND ST.

PRES. RW

P R

E S

. R W P

R E

S . R

70'

P R

E S

. R W

P R

E S

. R W

70'

PRES. RW

BM #202

BM #203

EX. OKC 6"

WATERLINE

(UNKNOWN)

EX. 24" STORM PIPE

FLOWLINE = 1219.96'

EX. 8" SANITARY SEWER

2833 2829

2825 2821 2817 2813 2809 2805 2801 2769 2765 2761 2757 2753

2832 2768 2764 2760 2756 27522836

B8B7

ABANDON EX. 6"

WATERLINE

REMOVE FIRE

HYDRANT AND

GATE VALVE

WATERLINE "B"

STA. 14+08.64

SLS - METER

STA. 14+31.32

SLS - METER

STA. 15+16.49

SLS - METER

STA. 15+45.06

SLS - METER

STA. 15+91.10

SLS - METER

STA. 16+46.74

SLS - METER STA. 16+94.85

SLS - METER STA. 17+29.92

SLS - METER

STA. 17+83.17

SLS - METER

STA. 19+25.88

SLS - METER

STA. 19+76.72

SLS - METER

STA. 20+30.77

SLS - METER

STA. 20+78.28

SLS - METER

STA. 21+35.12

SSS - METER

STA. 21+04.22

SSS - METER

STA. 20+83.95

SSS - METER

STA. 20+27.28

SSS - METER

STA. 19+76.87

SSS - METER

STA. 19+27.54

SSS - METER

STA. 17+62.90

SSS - METER

STA. 16+97.39

SSS - METER

STA. 16+61.32

SSS - METER

STA. 16+11.89

SSS - METER

STA. 15+42.84

SSS - METER

STA. 15+11.49

SSS - METER

STA. 15+08.74

SSS - METER

STA. 14+63.84

SSS - METER

STA. 14+13.33

SSS - METER

STA. 13+57.86

SSS - METER

RELOCATE

METER RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

EX. FOC

LINE

EX. TUG LINE

B10

REMOVE & REPLACE 16 LF

OF CURB & GUTTER

GROUT

ABANDONED PIPE

WITHIN EXTENTS

OF ROSS AVENUE

PLAN & PROFILE

NW 22ND STREET

WATERLINE "B"

. 1 3+

. 2 1+

SHEET

W C-

LIN

M A

Y, O

O M

C O

W . M

L R

M A

Y, O

O M

W W

W .C

O N

.C O

E O

F O

K C

O F

O R

C A#

: 3

: 2

-3

C O

D R

P R

O F

Y M

O D

N O

R U

H O

U T

W R

N A

O R

O F

R O

N H

R Y

C R

O N

N O

D R

B Y:

D B

T N

W C

-1

T D

H O

W N

SHEET NAME

-1

0% S

BM #202 - SET CUT "X" TOP OF CURB

STA. 16+33.83 - 13.51' RT.

N=179420.10, E=2098440.10, ELEV=1233.73

BM #203 - SET CUT "X" TOP OF CURB

STA. 20+06.60 - 13.67' RT.

N=179424.40, E=2098812.90, ELEV=1238.07 30' 60'

SCALE 1"=30'

8" PVC (PUSH ON JOINT)

8" PVC (RESTRAINED JOINT)

W ABANDON WATERLINE

PROPOSED WATERLINE

THIRTEEN (13) - 1" SINGLE LONG SERVICE (SLS)

SIXTEEN (16) - 1" SINGLE SHORT SERVICE (SSS)

TWO (2) - 1" SLS METER RELOCATE

FIFTEEN (15) - 1" SSS METER RELOCATE

TOTAL BORE LENGTH = 285 L.F.

REMOVE & REPLACE SIDEWALK

TOTAL: 16 SY

PAVEMENT REPAIR CONCRETE

TOTAL: 16 SYLE

E PROFILE

E O

H E

O H

FOC FOC FOC

PUG PUG

S T

PVLT

X FO

VLT

VLTCP

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

NW 22ND ST.

N . L

PRES. RW

P R

E S

. R W

P R

E S

. R W

70'

P R

E S

. R W

P R

E S

. R W

70'

PRES. RW

CP #2

BM #204

EX. OKC 6"

WATERLINE

(UNKNOWN)

EX. AT&T FOC

LINE

EX. 18" STORM PIPE

EX. 30" STORM PIPE2749 2745 2741

2733 2729 2725 2721 2717 2713

2712 2561 2557

B11

B12

B14

B13

B15

B16 B19

B20

B21 B22

B18B17

ABANDON EX. 6"

WATERLINE

REMOVE FIRE

HYDRANT AND

GATE VALVE

WATERLINE "B"

STA. 22+02.35

SSS - METER

STA. 22+59.14

SSS - METER

STA. 23+04.06

SSS - METER

STA. 24+25.50

SSS - METERSTA. 23+57.78

SSS - METER

STA. 25+32.25

SSS - METER

STA. 24+83.23

SSS - METER

STA. 25+83.14

SSS - METER

STA. 26+29.38

SSS - METER

STA. 26+67.32

SSS - METER

STA. 27+69.22

SSS - METER

STA. 29+03.09

SSS - METER

STA. 28+90.82

SLS - METER

STA. 27+82.23

SLS - METER

STA. 27+11.14

SLS - METER

STA. 26+54.21

SLS - METER

STA. 26+29.39

SLS - METER

STA. 25+85.42

SLS - METER

STA. 25+02.19

SLS - METER

STA. 24+60.45

SLS - METER

STA. 24+31.74

SLS - METER

STA. 23+52.47

SLS - METER

STA. 23+01.05

SLS - METERSTA. 22+73.76

SLS - METER

STA. 22+22.82

SLS - METER

STA. 21+76.25

SLS - METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

RELOCATE

METER

EX. FOC

LINE

EX. OKC

PUG LINE

EX. FOC LINE

STEEL ENCASEMENT

FOR 8" WATERLINE

BEGIN BORE STA. 26+19.32

END BORE STA. 28+58.44

REMOVE & REPLACE 16 LF

OF CURB & GUTTER

GROUT

ABANDONED PIPE

WITHIN EXTENTS

OF LINN AVENUE

21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

EXISTING CL PROFILE

OF NW 22ND STREET

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

W L

N . L

EXISTING GROUND PROFILE

OF PROPOSED WATERLINE "B"

BORE

10'

BORE

14'

BORE 11'

BORE

BORE 50'

BORE 9'

BORE

98'

BORE

B21

B22

B20

B19

B18

B16

B15 B17

B13 STA. 23+66.74

N=179472.68, E=2099172.48

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1230.54

B12B11 B13 B14

B12 STA. 22+35.52

N=179471.63, E=2099041.26

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1230.97

B11 STA. 22+26.47

N=179462.45, E=2099032.32

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1231.01

B14 STA. 23+71.78

N=179467.44, E=2099177.58

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1230.54

B19 STA. 28+06.87

N=179473.98, E=2099612.62

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1227.90

B17 STA. 27+93.02 - 26.51' LT.

N=179473.95, E=2099598.78

1-8" GATE VALVE AND BOX, M.J.

2-MEGALUG SERIES 2008PV

FL=1227.93

B18 STA. 27+98.05

N=179473.96, E=2099603.80

1-8" X 6" TEE, M.J.

1-6" GATE VALVE AND BOX, M.J.

1-FIRE HYDRANT

2-MEGALUG SERIES 2008PV

3-MEGALUG SERIES 2006PV

FL=1227.92

B16 STA. 27+78.51

N=179473.90, E=2099584.26

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1227.93

B22 STA. 28+69.02

N=179474.15, E=2099674.78

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1226.80

B21 STA. 28+63.50

N=179…

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File details come from the government source that posted it. Updated Oct 9, 2025.