SC-1108 WC-1115 Plans_UPDATED.pdf

PDF 37 MB Posted Oct 22, 2025

Attached to: Waterline Replacement and Sanitary Sewer Line Rehabilitation
Solicitation number: WC-1115 and SC-1108
Issued by: Oklahoma County, Hobart City, Oklahoma

About this file

Written by GovTribe AI · Oct 22, 2025

This file is a project plans document for the City of Oklahoma City Water Utilities Trust detailing a waterline replacement and sanitary sewer line rehabilitation project designated WC-1115 and SC-1108. The project encompasses waterline replacement and sanitary sewer line rehabilitation work along Classen Boulevard from NW 36th Street to NW 40th Street, with additional waterline replacement work from NW 36th Street to NW 38th Street. The document indicates this is a municipal infrastructure improvement initiative overseen by the Oklahoma City Water Utilities Trust, with governance provided by the City of Oklahoma City Mayor David Holt, Council Members, the independent trustees, and city management. The project requires utility location coordination through One Call, with the utility location number 840-5032 and toll-free access at 1-800-522-6543 for underground utility location information.

The document appears to be a technical plans sheet index that serves as the foundational planning document for this infrastructure rehabilitation project. While specific pricing, contract terms, bid dates, and award information are not detailed within the visible content of this particular sheet, the document establishes the project scope and geographic parameters necessary for contractors to understand the work required. The project involves both water pipeline and wastewater pipeline work, classifying this as a utility infrastructure contract opportunity for qualified Water Pipeline Contractor "B" and Wastewater Pipeline Contractor "B" classifications in Oklahoma.

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Other files

File	Type	Posted
Business Relationship Affidavit.pdf	PDF	Oct 22, 2025
WC-1115_SC-1108_Frontends (signed).pdf	PDF	Oct 22, 2025
Anti Noncollusion Affidavit.pdf	PDF	Oct 22, 2025

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WC-1115 and SC-1108

WATERLINE REPLACEMENT AND

SANITARY SEWER LINE REHABILITATION

NW 36TH STREET TO NW 40TH STREET FROM CLASSEN BOULEVARD TO

WESTERN AVENUE ALONG CLASSEN BOULEVARD FROM NW 36TH STREET TO

NW 38TH STREET

Oklahoma City ater Utilities Trust

The City of

OKLAHOMA CITY

DAVID HOLT, Mayo, COUNCIL MEMBERS:

BRADLEY CARTER Ward 1

JAMES COOPER Ward 2 KATRINA AVERS Waro 3

TODD STONE Ward 4 MATT HINKLE Ward 5 JOBETH HAMON Ward 6 CAMAL PENNINGTON Ward 7

MARK K. STONECIPHER Wa,d 8

CRAIG A. FREEMAN Clty Manager

DEBBIE MILLER, P.E. Cily Engineer

OKLAHOMA CITY WATER UTILITIES TRUST

JAMES 0. COUCH, Chairman, lndepondenl Trustee SHARON VOORHEES. Independent Trustee BRADLEY CARTER, Council Truslee DAVID HOLT, Mayor Trustee MARK K. STONECIPHER, V,ce Ch airman, Surrogate Trustee CRAIG A. FREEMAN. c;1y Manager Trustee BRENT BRYANT, Surrogate Trustc-0 CHRIS BROWNING, General Manager AMY K. SIMPSON. Secretary

SHEET INDEX

SEESHEET2

ONE CALL UTILITY LOCATION NUMBER

840-5032

1-800-522-6543

THIS NUMBER tS TO BE USED FOR INFORMATION ON

THE LOCATION OF AU UNOERGROUNO UTIUTES.

COl<TACT Tl-11S NUMBER AND OTHER NUM8ERS

SPECIFIED IN THE PLANS PRIOR TO ANY EXCAVATION,

UTILITIES DEPARTMENT

CAPITAL IMPROVEMENT DESIGN

PREPARED BY

KYlE MORSE P.E.

CEC CORPORA TtON

<OS55 WEST MEMORIAL ROAD

OKLAHOMA CITY. OK 73142

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

CA I 32 EXPIRATION 06-J0.202S

RECOMMENDED FOR APPROVAL

E LI .. E

E es ENGINEERING

/o/'Ls-ZS-

DATE

SHEET INDEX

SHEET

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SHEET NAME

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SHEET NO. DESCRIPTION

SHEET INDEX

3-4 22-23 24-37 38-49

TITLE

SHEET INDEX

GENERAL NOTES

SUMMARY OF PAY QUANTITIES

SEWER EXISTING SITE PLAN

SEWER GENERAL LAYOUT

PP SEWER LINE A

PP SEWER LINE C

PP SEWER LINE E

PP SEWER LINE G

PP SEWER LINE B & D

PP SEWER LINE F & H

PP SEWER LINE I

SEWER EROSION CONTROL

WATER GENERAL LAYOUT

FIRE HYDRANT LOCATION

PP WATER LINE A

PP WATER LINE B

PP WATER LINE C

WATER LINE EROSION CONTROL

EROSION CONTROL DETAILS

OKC WATER STANDARD DETAILS

OKC SANITARY SEWER STANDARD DETAILS

OKC PAVEMENT REPAIR DETAILS

GENERAL

NOTES

SHEET

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GENERAL NOTES:

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

ENGINEER OF OKLAHOMA CITY OR HIS DESIGNEE.

2. CONTRACTOR SHALL NOTIFY ENGINEER OR ENGINEER'S DESIGNEE FOR ANY DISCREPANCIES BETWEEN DESIGN INFORMATION AND CITY OF OKLAHOMA CITY STANDARD REQUIREMENTS PRIOR TO CONSTRUCTION.

3. 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.

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

TO CONSTRUCTION 7 DAYS IN ADVANCE.

5. 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, FOOTINGS, FOUNDATIONS, MAIL BOXES, SIGN POLES, TRAFFIC SIGNAL RELATED STRUCTURES, OR 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.

6. CONSTRUCTION ACTIVITIES THAT RESULT IN LAND DISTURBANCE OF EQUAL TO OR GREATER THAN ONE (1) ACRE IF THEY ARE PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR SALE THAT TOTALS AT LEAST ONE (1) ACRE MUST OBTAIN A PERMIT FROM ODEQ (FORM 606-002a) FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES. THIS MEANS THAT LAND DISTURBANCE OF ONE (1) ACRE OR MORE MUST PERMIT WITH ODEQ AND THE CITY OF OKLAHOMA CITY, STORM WATER QUALITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ALL EROSION CONTROL DEVICES DAMAGED DUE TO CONSTRUCTION. ALL SANITARY SEWER BYPASS LINES SHALL BE FREE FROM ANY LEAKS AS TO

ELIMINATE CONTAMINATION DURING BY-PASS OPERATIONS. SWQ SRC 5-5-202.

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

IMPROVEMENTS DAMAGED OR DISTURBED DURING CONSTRUCTION.

8. 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, MAILBOXES, AND APPURTENANCES.

THE COST OF THE BORE OR REPLACEMENTS OF THESE ITEMS IS CONSIDERED INCIDENTAL AND INCLUDED IN

THE COST OF OTHER ITEMS.

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

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

SUMMARY OF WORK

11. 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.

12. THE COST OF ANY TEMPORARY FENCING AND THE REMOVAL AND REPLACEMENT OF ALL FENCES, RETAINING WALLS, MISCELLANEOUS FOOTINGS, WALLS, CONCRETE AND BRICK PLANTERS, SHEDS, CONCRETE PADS, PORTABLE BUILDINGS, AND OTHER MISCELLANEOUS ITEMS SHALL BE INCLUDED IN THE

UNIT PRICE BID FOR "CLEARING AND GRUBBING".

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

CONSTRUCTION IN COMPLIANCE WITH ALL SPECIFICATIONS.

14. 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.

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

GRUBBING".

16. 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.

17. 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).

18. 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.

EROSION CONTROL

19. CONTRACTOR SHALL SUBMIT NOTICE OF INTENT AND LAND DISTURBING PERMIT APPLICATION ALONG WITH REQUIRED FEE(S) TO THE CITY OF OKLAHOMA (AND OKLAHOMA DEPARTMENT OF ENVIRONMENTAL QUALITY, IF REQUIRED), AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS. CONTACT THE OKLAHOMA CITY STORM WATER QUALITY MANAGEMENT DIVISION AT 405-297-1774 WITH QUESTIONS REGARDING FORMS

AND FEES.

20. 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.

21. CONTRACTOR SHALL CONSTRUCT SILT FENCES, STRAW BALE BARRIERS, OR OTHER PHYSICAL BARRIERS AS NECESSARY AROUND DISTURBED AREAS TO CONTROL EROSION, OFF-SITE SILTATION, AND COMPLY WITH APPLICABLE ENVIRONMENTAL LAWS AND REGULATIONS. A COPY OF THE EROSION CONTROL SITE PLAN

MUST BE ON SITE AT ALL TIMES AND MADE AVAILABLE TO THE INSPECTOR UPON REQUEST.

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

DEVICES DAMAGED DUE TO CONSTRUCTION.

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

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

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

BETTER THAN EXISTING CONDITIONS.

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

QUALITY.

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

INSPECTOR UPON REQUEST.

TRAFFIC CONTROL

27. 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. APPLICATIONS ARE AVAILABLE AT OKC.GOV.

28. 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 TRAFFIC MANAGEMENT DIVISION PRIOR TO

ANY ROAD CLOSURE.

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

CONFLICT WITH THE PROPOSED WORK.

30. 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.

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

BUSINESS HOURS FOR EACH ESTABLISHMENT.

32. 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 UNLESS APPROVED BY

TRAFFIC MANAGEMENT.

UTILITIES

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

AND AS NECESSARY THROUGHOUT THE PROJECT.

34. 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 AT NO COST TO OCWUT. UTILITY CROSSINGS SHOWN ARE

BASED ON AVAILABLE DATA AND ARE APPROXIMATE.

35. 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.

36. 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 OWNER OR CONTRACTOR.

SEWER

37. LOCATIONS FOR SERVICE CONNECTIONS SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL BE FIELD ADJUSTED BY THE CONTRACTOR BASED ON LOCATION OF EXISTING PRIVATE SERVICE LINES. SERVICE CONNECTIONS MUST BE MEASURED TO DETERMINE THE FOOTAGE FROM THE NEAREST DOWNSTREAM MANHOLE. THIS SHALL BE CONSIDERED INCIDENTAL WORK. SEWER SERVICE LINES SHALL BE REPLACED OR

REHABILITATED TO THE EDGE OF EASEMENT OR RIGHT OF WAY.

38. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING ALL SANITARY SEWER FLOW AND WATERLINE SERVICE DURING CONSTRUCTION IN A MANNER APPROVED BY THE CITY OF OKLAHOMA CITY, AND ALL

COSTS SHALL BE CONSIDERED INCIDENTAL CONSTRUCTION.

39. WATER AND SEWER TRENCHED AT DRIVEWAYS, SIDEWALK, AND PAVEMENT CUT AND REPAIR LOCATIONS SHALL BE BACKFILLED WITH TYPE A AGGREGATE PER OKC STANDARD DETAIL, FULL COMPACTION OF 95%

STANDARD PROCTOR DENSITY.

40. THE COST OF CURB AND GUTTER REMOVAL OR CONSTRUCTION SHALL BE INCLUDED IN THE COST OF THE

ASSOCIATED PAVING ITEMS.

41. MANHOLE REHAB WITH CEMENTITIOUS LINER SHALL BE HIGH PERFORMANCE MIX MANUFACTURED BY THE

STRONG COMPANY, INC OR APPROVED EQUIVALENT.

42. BACKFILL MATERIAL WILL NOT BE PAID DIRECTLY, COST SHALL BE INCLUDED IN OTHER ITEMS. BACKFILL MATERIAL UNDER PAVEMENT SHALL MEET THE REQUIREMENTS OF TYPE A PER STANDARD SPECIFICATION 923.

43. 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 DETAIL.

44. ALL P.C. CONCRETE PAVEMENT, CURBS, DRIVEWAYS AND SIDEWALKS DISTURBED BY THIS PROJECT SHALL

BE REPLACED WITH HIGH EARLY STRENGTH (HES) CONCRETE, 4,000 P.S.I. MINIMUM.

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

FOR ANY DEWATERING SHALL BE CONSIDERED AS INCIDENTAL CONSTRUCTION.

46. AT HIS CONVENIENCE, THE CONTRACTOR MAY REQUEST SUBSTITUTION OF ALTERNATIVE METHODS OF CONSTRUCTION FROM THOSE CALLED FOR, SUBJECT TO APPROVAL BY THE ENGINEER AND AS APPROVED BY AN AUTHORIZED CHANGE ORDER. THE CONTRACTOR SHALL THEN BE PAID LESSOR OR THE SUM OF THE ASSOCIATED BID ITEMS FOR THE RESPECTIVE METHODS AND AS APPROVED BY AN AUTHORIZED CHANGE

ORDER.

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

CONTRACTOR PRIOR TO CONSTRUCTION OF THE STRUCTURES.

48. WORK THAT DOES NOT HAVE A PAY ITEM WILL BE CONSIDERED INCIDENTAL WITH THE COST INCLUDED IN

OTHER ITEMS. NO ADDITIONAL COMPENSATION WILL BE PROVIDED.

49. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GPS "AS-BUILT" SURVEY FOLLOWING THE COMPLETION OF CONSTRUCTION FOR EVERY 100 FEET ALONG THE ALIGNMENT OF THE PROJECT. LOCATION OF MANHOLES, RIM ELEVATION, INVERTS, CASINGS, VALVES, METERS, PUMPS, AND SIMILAR APPURTENANCES SHALL BE LOCATED. AN AUTOCAD DRAWING AND COORDINATE DATA SHEET SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR APPROVAL. THIS TASK MUST BE PERFORMED BY A REGISTERED PROFESSIONAL LAND SURVEYOR. ALL DRAWINGS MUST BE SIGNED AND CERTIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR. DATA SUBMITTED SHALL BE TIED TO THE OKLAHOMA STATE PLANE COORDINATE SYSTEM.

50. FUSION BONED SADDLES ARE REQUIRED ON ALL SERVICES ON NEW HDPE/PVC PIPE USED FOR TRENCHLESS CONSTRUCTION. WYE FITTINGS CONNECTIONS ARE REQUIRED ON ALL OPEN CUT SERVICES.

51. ALL MANHOLES THAT ARE TO BE REPLACED IN PAVED AREAS SHALL HAVE NON-VENTED LIDS WITH RAINGUARD INFLOW PROTECTORS. ALL COSTS TO BE INCLUDED IN PRICE BID FOR SANITARY SEWER

MANHOLES.

52. THE CONTRACTOR IS REQUIRED TO MAKE SEWER SERVICE CONNECTIONS TO THE MAIN. IN THE EVENT THAT SEWER SERVICES CANNOT BE RELOCATED AWAY FROM AN EXISTING MANHOLE, THEY CAN REMAIN IN THEIR

CURRENT POSITION WITH PERMISSION OF THE ENGINEER.

53. COMPACTION OF TRENCH BACKFILL SHALL BE 95% STANDARD PROCTOR DENSITY.

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

INSPECTOR FOR THE CITY OF OKLAHOMA CITY AND THE ENGINEER.

55. ANY MANHOLES THAT ARE REPLACED ARE TO BE BUILT TO AN ELEVATION NOT LESS THAN THAT OF THE EXISTING GROUND SURFACE, OR AS SHOWN ON THE DRAWINGS. MANHOLES TO BE FLUSH WITH PAVEMENT

IN PAVED AREAS.

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

STRUCTURES AND SHALL PROVIDE THE NECESSARY SHEETING AND SHORING TO ASSURE PROPER

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

BID FOR TRENCH EXCAVATION.

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

OTHER ITEMS OF WORK.

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

ANY MANHOLE.

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

COMPLETE WORK.

60. ALL COSTS FOR PUMPING AND BYPASSING SHALL BE CONSIDERED AS INCIDENTAL CONSTRUCTION.

GENERAL

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)

PIPELINES

61. 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.

62. 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.

63. 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.

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

ASSOCIATED COSTS SHALL BE INCLUDED IN OTHER PAY ITEMS.

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

TO THE COST OF THOSE PAY ITEMS.

66. WATERLINES

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

68. BACKFILL AND BEDDING MATERIAL WILL NOT BE PAID DIRECTLY, COST SHALL BE INCLUDED IN OTHER ITEMS.

BACKFILL MATERIAL SHALL MEET THE REQUIREMENTS OF OKC STANDARD DETAIL 501 AND STANDARD D800

WHEN INSTALLED UNDER PAVEMENT.

69. 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.

70. 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.

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

VERIFY THE FLOWLINE ELEVATION OF EXISTING WATER MAINS.

72. 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.

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

WATERLINE.

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

75. 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.

76. 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.

77. 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.

78.

79. 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.

80. 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.

81. 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.

82. 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.

83. 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

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

85. RESTRAINED JOINTS SHALL BE REQUIRED WITHIN THE AREAS DIMENSIONED ON THE PLANS, OR A MINIMUM

OF 30 FEET OF ALL BENDS AND TEES.

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

87. 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.

88. 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.

89. 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.

90. 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.

91. 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.

92. 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.

93. PRICE BID FOR CLEARING AND GRUBBING TO INCLUDE ANY TREE TRIMMING OR APPROVED REMOVAL

NECESSARY FOR CONSTRUCTION.

94. INTENT FOR PAVEMENT CUT AND PERMANENT REPAIR ACTIONS IS TO REPLACE FULL PANELS OF CONCRETE AND INCLUDE COST OF ANY CURB INCLUDED ADJACENT TO REPLACEMENT. CONTRACTOR TO ORIENT

EDGES OF REPLACEMENT TO ALLOW CLEAN LINES FOR FUTURE PAVEMENT PROJECTS TO ABUT.

REMOVE AND REPLACE

CONCRETE SIDEWALK

SHEET

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SUMMARY OF

PAY QUANTITIES

THE FOLLOWING ITEMS SHALL BE CONSIDERED INCIDENTAL CONSTRUCTION:

1. ABANDONING SEWER

2. REMOVAL AND/OR CONSTRUCTION OF CURB AND GUTTER

3. ALL COSTS FOR ANY DEWATERING

4. ALL COSTS FOR BRACING AND SUPPORTING EXISTING UTILITIES OR STRUCTURES SHALL BE CONSIDERED INCIDENTAL

G X

GXGX X

SS SS

C P

ERER TF

TVLT

ER TF

ER T

CFOC FOC FOC FOC FOC FOC FOC FOC FOC FOCFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

O H

T O

H T

O H

T O

H T

O H

T O

H T

O H

T O

H T

G G

G GG

GGG GGG GG

W W

W WW

W W

WWWWWWWWWWWWWWWWWWWW

W W

G G

STST STSTST

ST ST ST ST ST

STSTST

4 3 2 1 4 3 2 1 4 3 2 15

4 3 2 1

PUTNAM

HEIGHTS

ADDITION

(Amended

Blk 32)

PUTNAM

HEIGHTS

ADDITION

(Amended

Blk 25)

PUTNAM

HEIGHTS

ADDITION

(Amended

Blk 21)

PUTNAM

HEIGHTS

ADDITION

(Amended

Blk 22)

PUTNAM

HEIGHTS

ADDITION

(Amended

Blk 20)

PUTNAM

HEIGHTS

ADDITION

(Amended

Blk 19)

PUTNAM

HEIGHTS

ADDITION

(Amended

Blk 23)

PUTNAM

HEIGHTS

ADDITION

(Amended

Blk 24)

CP #1

CP #2

BM #201

BM #202

BM #204

BM #203

S S

SSSS

S S

SSSSSSSSSSSSSSSSSSSSSSSSSS

S S

GGGGG

OHEOHEOHEOHE

N W

38th STR

EET

N W

39th STR

EET

N W

40th STR

EET

N. CLASSEN BOULEVARD

40' B/L

50' B/L

40' B/L

30' B/L

50' B/L 50' B/L

OHE

C P

TVLT

123412345

BM #211 BM #210

N. CLASSEN BLVD.

N. MILITARY AVE.

N W

39TH

ST.

N W

38TH

ST.

N W

37TH

ST.

N W

40TH

ST.

N. WESTERN AVE.

N W

H S

N W

H S

N W

H S

N W

H S

PUTNAM

HEIGHTS

ADDITION

(Amended

Blk 32)

PUTNAM

HEIGHTS

ADDITION

(Amended

Blk 33)

PUTNAM

HEIGHTS

ADDITION

(Amended

Blk 34)

SHEET

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EXISTING

SEWER SITE

PLAN

6100' 200'

SCALE 1"=100'

VICINITY MAP

1"=2000'

LOCATION MAP

T-

-N

R-3-W

N P

N U

NW 50TH STREET

N W

R N

N U

NW 36TH STREET

PROJECT

LOCATION

N C

BENCHMARK TABLE

POINT #

BM 201

BM 202

BM 203

BM 204

DESCRIPTION

BM /SET CUT X IN TOC

NORTHING

186510.1

186533.5

185653.5

185647.8

EASTING

2107305.2

2108405.4

2108406.8

2107346.6

ELEVATION

1197.0

1191.1

1185.5

1198.0

CONTROL POINT TABLE

POINT #

CP 1

CP 2

DESCRIPTION

CP /SET 1/2IP W/CP CAP

NORTHING

186945.6

185629.2

EASTING

2107368.8

2107803.3

ELEVATION

1195.2

1193.3

BM 210

BM 211

BM /SET CUT X IN TOC

186700.0

186449.9

2106864.6

2106862.4

1194.1

1196.3

CP 3 CP /SET 1/2IP W/CP CAP 186528.8 2106848.2 1195.1

GXGX X

SS SS

C P

ERER TF

TVLT

ER TF

ER T

CFOC FOC FOC FOC FOC FOC FOC FOC FOC FOCFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

O H

T O

H T

O H

T O

H T

O H

T O

H T

O H

T O

H T

G G

G GG

GGG GGG GG

W W

W WW

W W

WWWWWWWWWWWWWWWWWWWW

W W

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

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

G G

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

STST STSTST

ST ST ST ST ST

STSTST

N. CLASSEN BLVD.

N. MILITARY AVE.

N. WESTERN AVE.

N W

39TH

ST.

N W

38TH

ST.

N W

37TH

ST.

N W

40TH

ST.

LINE ALINE C

LINE D

LINE E

LINE F

LINE G

LINE H

CP #1

CP #2

SEE

SHEET

NO. 9

SEE

SHEET

NO. 12

SEE

SHEET

NO. 10

SEE

SHEET

NO. 11

N W

H S

N W

H S

N W

H S

SEE

SHEET

NO. 8

SEE

SHEET

NO. 13

N W

H S

S S

SSSSSSSSSSSSSSSSSSSSSSSSSS

GGGGG

OHEOHEOHEOHE

N W

38th STR

EET

N W

39th STR

EET

N W

40th STR

EET

N. CLASSEN BOULEVARD

40' B/L

50' B/L

40' B/L

30' B/L

50' B/L 50' B/L

OHE

C P

TVLT

SEE

SHEET

NO. 14

LINE I

LINE B

CP #3

SS SS SS

BM #201

BM #202

BM #204

BM #203

BM #210

BM #211

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SEWER

GENERAL

LAYOUT

7100' 200'

SCALE 1"=100'

VICINITY MAP

1"=2000'

LOCATION MAP

T-

-N

R-3-W

N P

N U

NW 50TH STREET

N W

R N

N U

NW 36TH STREET

PROJECT

LOCATION

N C

BENCHMARK TABLE

POINT #

BM 201

BM 202

BM 203

BM 204

DESCRIPTION

BM /SET CUT X IN TOC

NORTHING

186510.1

186533.5

185653.5

185647.8

EASTING

2107305.2

2108405.4

2108406.8

2107346.6

ELEVATION

1197.0

1191.1

1185.5

1198.0

CONTROL POINT TABLE

POINT #

CP 1

CP 2

DESCRIPTION

CP /SET 1/2IP W/CP CAP

NORTHING

186945.6

185629.2

EASTING

2107368.8

2107803.3

ELEVATION

1195.2

1193.3

BM 210

BM 211

BM /SET CUT X IN TOC

186700.0

186449.9

2106864.6

2106862.4

1194.1

1196.3

CP 3 CP /SET 1/2IP W/CP CAP 186528.8 2106848.2 1195.1

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

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

O H

OHE

O H

E O H

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

X X X

G G

X X

G G

OHE

SS SS

FOC FOC FOC FOC FOC

FOC FO

OHT OHT OHT OHT OHT OHT OHT OHT

S S

MH-A1

MH-A2 MH-A3 MH-A4

MH-A5

N . C

NW 39TH ST.

N . M

A R

Y A

N . W

R N

NW 40TH ST.

PRES. RW

PRES. RW PRES. RW

PRES. RW

. R W

ALLEY VACATED, RESERVING

PUBLIC UTILITY EASEMENT

BK: 437 PG: 512

ALLEY VACATED, RESERVING

PUBLIC UTILITY EASEMENT

BK: 437 PG: 512

ALLEY VACATED, RESERVING

PUBLIC UTILITY EASEMENT

BK: 395 PG: 223

345 LF OF 8" TRENCHLESS

77 LF OF 8" TRENCHLESS

331 LF OF 8" TRENCHLESS

331 LF OF 8" TRENCHLESSLINE B

LINE A

BM #202

BM #201

C.P. #1

EXISTING 10" SANITARY SEWER

6" WATERLINE

ABANDONED

12" WATERLINE

ONG 4" GASLINE ONG 4 1 2" GASLINE

ONG 2" GASLINE

6" WATERLINE

ABANDONED

RELOCATE 4" SERVICE LINE

TO CONNECT DIRECTLY TO

MAIN PER OKC S-26

4000 N CLASSEN

BLVD

1224 NW

40TH ST

1220 NW

40TH ST 1216 NW

40TH ST 1214 NW

40TH ST

1208 NW

40TH ST

1204 NW

40TH ST

1200 NW

40TH ST

1146 NW

40TH ST

4020 NW

40TH ST

1140 NW

40TH ST

1138 NW

40TH ST

1142 NW

40TH ST

1134 NW

40TH ST

1130 NW

40TH ST

1124 NW

40TH ST

1122 NW

40TH ST 1120 NW

40TH ST

1116 NW

40TH ST 1110 NW

40TH ST

1108 NW

40TH ST 1102 NW

40TH ST 4020 N WESTERN

AVE

1225 NW

39TH ST

1217 NW

39TH ST

1215 NW

39TH ST

1209 NW

39TH ST

1205 NW

39TH ST

1201 NW

39TH ST 1145 NW

39TH ST

1143 NW

39TH ST

1139 NW

39TH ST

1135 NW

39TH ST

1127 NW

39TH ST

1125 NW

39TH ST

1121 NW

39TH ST

1119 NW

39TH ST

1115 NW

39TH ST

1111 NW

39TH ST

1105 NW

39TH ST

1103 NW

39TH ST

4016 NW

40TH ST

SS SS

8+00 8+50 9+00 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 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00

E G

MH-A1 MH-A2

MH-A3

MH-A4

MH-A5

MH-A1

REHAB: CEMENTITIOUS LINER

STA.10+00.00

N=186710.00, E=2107358.53

TR=1199.26

D=11 V.F.

FL IN(N)=1188.23 6" VCP

FL IN(S)=1188.25 6" VCP

FL OUT(E)=1188.14 8" VCP

MH-A3

REHAB: CEMENTITIOUS LINER

STA.14+21.99

N=186710.22, E=2107780.51

TR=1198.25

D=12 V.F.

FL IN(W)=1186.04 8" VCP

FL IN(N)=1186.24 8" PVC

FL OUT(E)=1185.91 8" VCP

MH-A4

REHAB: CEMENTITIOUS LINER

STA.17+53.05

N=186711.00, E=2108111.57

TR=1193.36

D=10 V.F.

FL IN(W)=1183.02 8" VCP

FL OUT(E)=1183.02 8" VCP

MH-A5

REHAB: CEMENTITIOUS LINER

STA.20+84.11

N=186711.78, E=2108442.63

TR=1190.65

D=13 V.F.

FL IN(N)=1177.62 8" PVC

FL IN(W)=1180.12 8" VCP

FL OUT(S)=1177.59 10" PVC

345 LF TRENCHLESS

77 LF TRENCHLESS 331 LF TRENCHLESS

331 LF TRENCHLESS

EXISTING GROUND

LINE A

ONG 2"

GASLINE

6" WATERLINE

ABANDONED

EXISTING 345 LF 8" VCP @ 0.45%

EXISTING 331 LF 8" VCP @ 0.87%

MH-A2

REHAB: CEMENTITIOUS LINER

STA.13+44.85

N=186711.23, E=2107703.37

TR=1199.49

D=13 V.F.

FL IN(W)=1186.58 8" VCP

FL IN(SE)=1196.27 4" PVC

FL OUT(E)=1186.58 8" VCP

FL OUT(SE)=1196.27 4" PVC*

*RELOCATE SERVICE TO MAIN

EXISTING 77 LF 8" VCP @ 0.70%

PP SEWER

LINE A

BM #201 - SET CUT "X" IN TOP OF CURB

N=186510.10, E=2107305.20, ELEV.=1196.97

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

N=186533.50, E=2108405.40, ELEV.=1191.08

CP #1 - SET 12" IRON PIN WITH CP CAP

N=186945.60, E=2107368.77, ELEV.=1195.21

50' 100'

SCALE 1"=50'

E PROFILE

H 1"=50' V 1"=5'

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N H

R Y

C R

O N

N O

D R

B Y:

D B

T N

-1

W C

-1

T D

H O

W N

SHEET NAME

-2

0% S

NO. SERVICE TYPE

SEWER SERVICE CONNECTION33

SERVICE TABLE

8+00 8+50 9+00 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 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00

E G

EXISTING GROUND

LINE C

MH-C1

MH-C2

MH-C3

MH-C4

342 LF TRENCHLESS

388 LF TRENCHLESS

351 LF TRENCHLESS

MH-C1

REHAB: CEMENTITIOUS LINER

STA.10+00.00

N=186269.75, E=2107363.28

TR=1200.99

D=12 V.F.

FL IN(N)=1189.49 6" VCP

FL IN(W)=1189.96 6" VCP

FL IN(SW)=1189.79 6" VCP

FL IN(S)=1195.24 4" PVC

FL OUT(E)=1189.55 8" VCP

MH-C2

REHAB: CEMENTITIOUS LINER

STA.13+42.49

N=186271.50, E=2107705.77

TR=1196.88

D=11 V.F.

FL IN(W)=1186.34 8" VCP

FL OUT(E)=1186.38 8" VCP

MH-C3

REHAB: CEMENTITIOUS LINER

STA.17+30.20

N=186271.68, E=2108093.48

TR=1190.06

D=9 V.F.

FL IN(W)=1180.89 8" VCP

FL OUT(E)=1180.84 8" VCP

MH-C4

REHAB: CEMENTITIOUS LINER

STA.20+81.39

N=186273.08, E=2108444.66

TR=1182.75

D=7 V.F.

FL IN(N)=1175.53 10" PVC

FL IN(W)=1175.91 8" VCP

FL OUT(S)=1175.53 10" PVC

6" WATERLINE

ABANDONED

EXISTING 342 LF 8" VCP @ 0.94%

EXISTING 351 LF 8" VCP @ 1.40%

EXISTING 388 LF 8" VCP @ 1.42%

*RELOCATE TO MAIN

G G G G G

G G G G G G G G G G

G G

WWWWWWW

WWWWWWWWW

W W

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

W W

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

O H

OHE

OHE O

O H

OHE

O H

HE O

H E

O H

E O H

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

S T

G G

O H

E X

OHE

SSSSSSSS

FOC FOC FOC FOC FOC FOC FOC FOC FOC

FOC

FOC FOC FOC FOC FOC FOC FOC FOC FOC

S S

N . C

NW 38TH ST.

N . M

A R

Y A

N . W

R N

PRES. RW PRES. RW

. R W

NW 39TH ST.

ALLEY VACATED, RESERVING

PUBLIC UTILITY EASEMENT

BK: 367 PG: 286

ALLEY VACATED, RESERVING

PUBLIC UTILITY EASEMENT

BK: 367 PG: 286

ALLEY VACATED, RESERVING

PUBLIC UTILITY EASEMENT

BK: 388 PG: 458

PRES. RWPRES. RW

LINE D

LINE CMH-C1

MH-C2

MH-C3

MH-C4

342 LF OF 8" TRENCHLESS 388 LF OF 8" TRENCHLESS

351 LF OF 8" TRENCHLESS

BM #202

BM #201

EXISTING 10" SANITARY SEWER

6" WATERLINE

8" WATERLINE

6" WATERLINE

ABANDONED

12" WATERLINE

ONG 4 12" GASLINE

ONG 2" GASLINE

1236 NW

39TH ST

3922 NW

39TH ST

1230 NW

39TH ST

1224 NW

39TH ST

1220 NW

39TH ST

1216 NW

39TH ST

1212 NW

39TH ST

1208 NW

39TH ST

1204 NW

39TH ST

1200 NW

39TH ST

1222 NW

39TH ST

1235 NW

38TH ST

1311NW

38TH ST

1227 NW

38TH ST

1221 NW

38TH ST

1217 NW

38TH ST

1213 NW

38TH ST

1211 NW

38TH ST

1205 NW

38TH ST

1201 NW

38TH ST

1144 NW

39TH ST

1142 NW

39TH ST

1138 NW

39TH ST

1134 NW

39TH ST

1130 NW

39TH ST

1126 NW

39TH ST

1122 NW

39TH ST

1118 NW

39TH ST

1114 NW

39TH ST

1110 NW

39TH ST 1104 NW

39TH ST

1100 NW

39TH ST

1020 NW

39TH ST 1016 NW

39TH ST

1012 NW

39TH ST

1021 NW

38TH ST

1017 NW

38TH ST

1013 NW

38TH ST

1147 NW

38TH ST

1143 NW

38TH ST

1137 NW

38TH ST

1135 NW

38TH ST

1131 NW

38TH ST

1129 NW

38TH ST 1121 NW

38TH ST

1119 NW

38TH ST

1115 NW

38TH ST

1111 NW

38TH ST

1107 NW

38TH ST

1101 NW

38TH ST

3915 N

WESTERN

AVE

3905 N

WESTERN

AVE

RELOCATE SERVICES

TO MAIN AND ADJUST

BENCH

CAUTION 4" GAS LINE

PP SEWER

LINE C

BM #201 - SET CUT "X" IN TOP OF CURB

N=186510.10, E=2107305.20, ELEV.=1196.97

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

N=186533.50, E=2108405.40, ELEV.=1191.08

50' 100'

SCALE 1"=50'

E PROFILE

H 1"=50' V 1"=5'

SHEET

-1

ILI

N 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

-1

W C

-1

T D

H O

W N

SHEET NAME

-2

0% S

NO. SERVICE TYPE

SEWER SERVICE CONNECTION46

G G G G G

G G G G G G G G G G

G G

W W

WWWWWW

WWWWWWWWW

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

W W

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE

O H

E O

H E

O H

E O H

O H

OHE O

O H

E O H

O H

E O H

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

S T

G X

X X

SS SS SS

TVLT TVLT

FOC FOC FOC FOC FOC FOC

FOC

OHT OHT OHT OHT OHT OHT OHT OHT

S S

N . C

NW 38TH ST.

N . M

A R

Y A

N . W

R N

. R W

NW 37TH ST.

ALLEY VACATED, RESERVING

PUBLIC UTILITY EASEMENT

BK: 226 PG: 234

ALLEY VACATED, RESERVING

PUBLIC UTILITY EASEMENT

BK: 226 PG: 234

ALLEY VACATED, RESERVING

PUBLIC UTILITY EASEMENT

BK: 398 PG: 294

LINE F

LINE E

. R W

PRES. RW

MH-E1

MH-E2 MH-E3 MH-E4

337 LF OF 8" TRENCHLESS

392 LF OF 8" TRENCHLESS 352 LF OF 8" TRENCHLESS

BM #203

BM #204

CP #2

EXISTING 10" SANITARY SEWER

8" WATERLINE

6" WATERLINE

ABANDONED

12" WATERLINE

ONG 4 12" GASLINE

ONG 2" GASLINE

3800 N

CLASSEN

BLVD

1220 NW

38TH ST

1224 NW

38TH ST

1216 NW

38TH ST 1214 NW

38TH ST 1208 NW

38TH ST

1202 NW

38TH ST

1225 NW

37TH ST

1221 NW

37TH ST

1219 NW

37TH ST

1217 NW

37TH ST

1209 NW

37TH ST

1205 NW

37TH ST

1201 NW

37TH ST

1147 NW

37TH ST

1143 NW

37TH ST

1141 NW

37TH ST

1135 NW

37TH ST 1131 NW

37TH ST 1127 NW

37TH ST

1123 NW

37TH ST

1119 NW

37TH ST 1115 NW

37TH ST

1144 NW

38TH ST 1140 NW

38TH ST

1134 NW

38TH ST

1132 NW

38TH ST 1126 NW

38TH ST

1124 NW

38TH ST

1120 NW

38TH ST

1116 NW

38TH ST

1110 NW

38TH ST

1112 NW

38TH ST

1104 NW

38TH ST

1106 NW

38TH ST

1102 NW

38TH ST

1020 NW

38TH ST

1016 NW

38TH ST

1012 NW

38TH ST

1021 NW

37TH ST

RELOCATE 6"

LATERAL TO MAIN

8+00 8+50 9+00 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 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00

E G

EXISTING GROUND

LINE E

MH-E1

MH-E2

MH-E3

MH-E4

337 LF TRENCHLESS

392 LF TRENCHLESS

352 LF TRENCHLESS

MH-E1

REHAB: CEMENTITIOUS LINER

STA.10+00.00

N=185828.66, E=2107366.48

TR=1197.42

D=11 V.F.

FL IN(S)=1186.52 6" VCP

FL IN(W)=1186.48 6" VCP

FL OUT(E)=1186.45 8" VCP

MH-E2

REHAB: CEMENTITIOUS LINER

STA.13+36.90

N=185831.06, E=2107703.38

TR=1192.58

D=10 V.F.

FL IN(W)=1182.38 8" VCP

FL OUT(E)=1182.38 8" VCP

MH-E3

REHAB: CEMENTITIOUS LINER

STA.17+29.08

N=185832.14, E=2108095.55

TR=1185.30

D=7 V.F.

FL IN(W)=1178.33 8" VCP

FL OUT(E)=1178.33 8" VCP

MH-E4

REHAB: CEMENTITIOUS LINER

STA.20+80.81

N=185832.36, E=2108447.28

TR=1179.04

D=6 V.F.

FL IN(N)=1173.37 10" PVC

FL IN(W)=1173.73 8" VCP

FL OUT(S)=1173.30 10" PVC

6" WATERLINE

ABANDONED

EXISTING 337 LF 8" VCP @ 1.21%

EXISTING 392 LF 8" VCP @ 1.03%

EXISTING 352 LF 8" VCP @ 1.31%

*RELOCATE TO MAIN

12" STORM

SEWER LINE

PP SEWER

LINE E

BM #204 - SET CUT "X" IN TOP OF CURB

N=185647.80, E=2107346.60, ELEV.=1197.99

CP #2 - SET 12" IRON PIN WITH CP CAP

N=185629.18, E=2107803.28, ELEV.=1193.34

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

N=185653.50, E=2108406.80, ELEV.=1185.53

50' 100'

SCALE 1"=50'

E PROFILE

H 1"=50' V 1"=5'

SHEET

-11

ILIT

N W

C-

LIN

E R

O M

A C

Y, O

M A

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

-1

W C

-1

T D

H O

W N

SHEET NAME

-2

0% S

NO. SERVICE TYPE

SEWER SERVICE CONNECTION35

8+00 8+50 9+00 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 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00

E G

EXISTING GROUND

LINE G

MH-G1

MH-G2

MH-G3

342 LF TRENCHLESS

390 LF TRENCHLESS

149 LF TRENCHLESS

MH-G1

REHAB: CEMENTITIOUS LINER

STA.10+00.00

N=185382.27, E=2107368.64

TR=1196.38

D=10 V.F.

FL IN(N)=1186.75 6" VCP

FL OUT(E)=1186.72 8" VCP

MH-G2

REHAB: CEMENTITIOUS LINER

STA.13+42.06

N=185389.66, E=2107710.62

TR=1193.41

D=10 V.F.

FL IN(W)=1183.83 8" VCP

FL OUT(E)=1183.82 8" VCP

MH-G3

REHAB: CEMENTITIOUS LINER

STA.17+32.00

N=185397.57, E=2108100.48

TR=1189.92

D=10 V.F.

FL IN(W)=1180.24 8" VCP

FL OUT(E)=1180.21 8" VCP

6" WATERLINE

ABANDONED

MH-G4

MH-G6

MH-G4

PROPOSED 4' DIA. MH

STA.18+80.69

N=185401.06, E=2108249.13

TR=1188.18

D=12 V.F.

FL IN(W)=1178.61 8" VCP

FL OUT(E)=1176.63 8" PVC PIPE

MH-G6

PROPOSED 4' DIA. MH

STA.20+81.10

N=185389.17, E=2108448.41

TR=1183.00

D=17 V.F.

FL IN(N)=1167.12 10" PVC

FL IN(W)=1167.12 8" PVC PIPE

FL OUT(S)=1167.12 10" PVC

65 LF 8" PVC

@ 4.75%

EXISTING 342 LF 8" VCP @ 0.84%

EXISTING 390 LF 8" VCP @ 0.92%

EXISTING 149 LF 8" VCP @ 1.08%

MH-G5

136 LF 8" PVC

@ 4.75%

MH-G5

PROPOSED 4' DIA. MH

STA.19+45.26

N=185389.00, E=2108312.56

TR=1186.25

D=13 V.F.

FL IN(W)=1173.56 8" PVC PIPE

FL OUT(E)=1173.56 8" PVC PIPE

ONG 2" GAS LINE

12" STORM

SEWER LINE

G G

WWWWWWWWWWWWWWWW

W W

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

WWWWWWWWWWWWWWWWW

W W

WWWWWWWWWWWWWWWWWW

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

O H

E O

H E O H

O H

E O H

O H

E O

O H

E O H

OHE

O H

OHE

O H

E O H

OHE

G G

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

O H

E O

H E

O H

E O

H E

O H

E O

H E

S T

X X

TVLT

FOC FOC FOC FOC

S S

N . C

N . M

A R

Y A

. R W

NW 36TH ST.

ALLEY VACATED, RESERVING

PUBLIC UTILITY EASEMENT

BK: 56 PG: 514

ALLEY VACATED, RESERVING

PUBLIC UTILITY EASEMENT

BK: 115 PG: 537

LINE H

LINE G

. R W

. R

W PR

. R

. R W

PRES. RW PRES. RW

NW 37TH ST.

PRES. RW PRES. RW

MH-G1 MH-G2

MH-G3

EX-G1

342 LF OF 8" TRENCHLESS

390 LF OF 8" TRENCHLESS 149 LF OF 8" TRENCHLESS

BM #203

BM #204

CP #2

EXISTING 10" SANITARY SEWER

6" WATERLINE

ABANDONED

12" WATERLINE

ONG 4 12" GASLINE

ONG 2" GAS LINE

ALLEY VACATED, RESERVING

PUBLIC UTILITY EASEMENT

BK: 56 PG: 514

N . W

R N

SS SS

S S

SS SS

PROPOSED 8"

SANITARY SEWER

3700 N

CLASSEN

BLVD

1224 NW

37TH ST

1220 NW

37TH ST

1216 NW

37TH ST

1212 NW

37TH ST 1210 NW

37TH ST

1204 NW

37TH ST

1200 NW

37TH ST

3711 N

MILITARYAVE

1146 NW

37TH ST

1142 NW

37TH ST

1138 NW

37TH ST 1134 NW

37TH ST

1130 NW

37TH ST

1126 NW

37TH ST

1122 NW

37TH ST

1118 NW

37TH ST

1114 NW

37TH ST

1110 NW

37TH ST

1106 NW

37TH ST 3719 N

WESTERN

AVE

1225 NW

36TH ST

1221 NW

36TH ST

1217 NW

36TH ST

1213 NW

36TH ST

1209 NW

36TH ST

1205 NW

36TH ST

1201 NW

36TH ST

1149 NW

36TH ST

1145 NW

36TH ST

1141 NW

36TH ST

1137 NW

36TH ST

1133 NW

36TH ST 1129 NW

36TH ST

1123 NW

36TH ST

1117 NW

36TH ST

1115 NW

36TH ST

1111 NW

36TH ST

3709 N

WESTERN

AVE

3726 N

WESTERN

AVE

3714 N

WESTERN

AVE

3710 N

WESTERN

AVE

3704 N

WESTERN

AVE

ABANDON AND PLUG WITH

GROUT - FLOWABLE FILL

1.7 CY 8" SAN. SEWER 67 S.Y. PAVEMENT CUT AND

PERMANENT REPAIR

(CONCRETE)

MH-G4

MH-G5 MH-G6

REMOVE AND REPLACE 30 S.Y.

DRIVEWAY

PP SEWER

LINE G

BM #204 - SET CUT "X" IN TOP OF CURB

N=185647.80, E=2107346.60, ELEV.=1197.99

CP #2 - SET 12" IRON PIN WITH CP CAP

N=185629.18, E=2107803.28, ELEV.=1193.34

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

N=185653.50, E=2108406.80, ELEV.=1185.53

50' 100'

SCALE 1"=50'

E PROFILE

H 1"=50' V 1"=5'

SHEET

-1

ILI

N 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

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

File details come from the government source that posted it. Updated Oct 22, 2025.