WC-1123 PLANS.pdf

PDF 25 MB Posted Jul 30, 2025

Attached to: Waterline Replacement State and local contract opportunity
Solicitation number: WC-1123
Issued by: Oklahoma County, Hobart City, Oklahoma

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Written by GovTribe AI · Jul 30, 2025

The document is a comprehensive set of engineering plans and specifications for the Oklahoma City Water Utilities Trust (OCWUT) Waterline Replacements project (WC-1123), involving waterline replacements at five separate locations within Oklahoma City. The project encompasses installing approximately 106 linear feet of 6-inch water line at 8617 Hillcrest Drive, 70 linear feet of 8-inch water line at 12109 Greenwick Drive, 97 linear feet of 6-inch water line at 609 SW 63rd Terrace, 37 linear feet of 8-inch water line at 1623 N Page Avenue, and 70 linear feet of 8-inch water line at 27 SW 29th Street. The work includes waterline abandonment, bore and steel encasement, pipe installation, valve replacements, service connections, and associated infrastructure repairs such as sidewalk, curb, and pavement restoration.

The project requires a prequalified Water Pipeline Contractor "C" and includes detailed specifications for construction methods, material requirements, erosion control, utility coordination, and site restoration. The total project involves multiple complex components, including aerial waterline crossings, utility relocations, and precise installation techniques with specific requirements for pipe materials, tracer wires, and restrained joints. The estimated total linear footage of waterline replacement is approximately 380 linear feet, with associated construction activities spanning multiple city locations. Contractors will be responsible for comprehensive site management, including storm water pollution prevention, utility protection, traffic control, and post-construction restoration to match or improve existing conditions.

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Other files for this state and local contract opportunity

Other files attached to Waterline Replacement, newest first.
File	Type	Posted
WC-1123 SPEC.pdf	PDF	Jul 30, 2025
Anti Noncollusion Affidavit.pdf	PDF	Jul 30, 2025
Business Relationship Affidavit.pdf	PDF	Jul 30, 2025

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Project #: WC-1123

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DATE: 6/13/25

GENERAL CONSTRUCTION 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. AT CONTRACTORS CONVENIENCE, CONTRACTOR MAY REQUEST

SUBSTITUTION OF ALTERNATE METHODS OF CONSTRUCTION FROM

THAT CALLED FOR, SUBJECT TO APPROVAL BY THE ENGINEER. THE

CONTRACTOR SHALL THEN BE PAID THE LESSOR OF THE SUM OF THE

ASSOCIATED BID ITEMS FOR THE RESPECTIVE METHODS.

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, MAILBOXES, SIGN POLES, TRAFFIC SIGNAL

RELATED STRUCTURES, SPRINKLER SYSTEMS, AND REMOVAL OR

DAMAGE TO EXISTING FACILITIES SHALL BE REPLACED OR REPAIRED

BY CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE

CITY OF OKLAHOMA CITY.

5. 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.

6. 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.

7. UNDERGROUND UTILITIES DEPICTED IN DRAWINGS HAVE BEEN

DEVELOPED FROM FIELD INFORMATION AND AS BUILT DRAWINGS.

THE CITY OR ENGINEER ARE NOT RESPONSIBLE FOR THEIR

ACCURACY. PRIOR TO COMMENCING ANY CONSTRUCTION OR

DIGGING OPERATIONS WITHIN THE AREA OF THESE DRAWINGS, A

FIELD VERIFICATION AND PHYSICAL EXAMINATION OF THE LIMITS

SHALL BE MADE BY THE CONTRACTOR. THE CONTRACTOR SHALL

ASSUME THAT ADDITIONAL UNDERGROUND LINES DO EXIST AND ARE

NOT SHOWN ON THESE DRAWINGS. THE LOCATIONS, BOTH

HORIZONTAL AND VERTICAL, SHOWN ON THESE DRAWINGS ARE

ONLY APPROXIMATE.

8. THE CONTRACTOR SHALL VIDEO RECORD ALL AREAS POTENTIALLY

IMPACTED BY WORK PRIOR TO AND AFTER CONSTRUCTION IN

COMPLIANCE WITH ALL SPECIFICATIONS.

9. THE CONTRACTOR SHALL MAINTAIN MARKED UP SET OF DRAWINGS

TO BE SUBMITTED TO THE OWNER AND ENGINEER AT THE END OF

THE PROJECT.

10. SUBMITTALS AND PERMITS

A. ALL MATERIAL SPECIFIED IN THE PLANS MUST BE SUBMITTED FOR

APPROVAL PRIOR TO PLACEMENT. SUCH SUBMITTALS SHALL

INDICATE THE INSTALLATION LOCATIONS OF THE PROPOSED

MATERIAL AND SHALL INCLUDE SUFFICIENT MANUFACTURER'S

INFORMATION TO DETERMINE WHETHER THE MATERIAL IS IN

ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

B. 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.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

APPROVED PLANS, WORK ORDERS, AND PERMITS REQUIRED BY

THE CITY.

D. A NOTICE OF INTENT (NOI) AND STORM WATER POLLUTION

PREVENTION PLAN (SWPPP) SHOULD BE SUBMITTED 30 DAYS

PRIOR TO THE INITIAL DISTURBANCE OF SOILS.

E. ALL LAND DISTURBING ACTIVITIES INSIDE OKC LIMITS MUST

OBTAIN A LAND DISTURBING ACTIVITY PERMIT WITH THE CITY OF

OKLAHOMA CITY STORM WATER QUALITY MANAGEMENT DIVISION.

ADDITIONALLY, CONSTRUCTION ACTIVITIES THAT RESULT IN LAND

DISTURBANCE OF EQUAL TO OR GREATER THAN ONE (1) ACRE, OR

LESS THAN ONE (1) ACRE IF THEY ARE PART OF A LARGER

COMMON PLAN OF DEVELOPMENT OR SALE THAT TOTALS AT

LEAST ONE (1) ACRE MUST OBTAIN AUTHORIZATION TO

DISCHARGE STORMWATER UNDER THE OPDES CONSTRUCTION

GENERAL PERMIT OKR10.

F. APPLICATIONS FOR PAYMENT SHALL ONLY INCLUDE CURRENT

CONTRACT QUANTITIES AND SHALL NOT INCORPORATE

OVERRUNS OR QUANTITIES FROM UNAPPROVED AMENDMENTS

OR CHANGE ORDERS UNTIL SUCH OVERRUNS ARE IDENTIFIED IN

AMENDMENTS OR CHANGE ORDERS AND HAVE BEEN APPROVED

BY THE CITY COUNCIL AND OCWUT.

G. SEE SPECIAL PROVISIONS IN THE SPECIFICATION BOOK FOR

ADDITIONAL SUBMITTAL REQUIREMENTS.

11. SURVEY REQUIREMENTS

A. 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.

B. 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).

12. UTILITY REQUIREMENTS

A. THE CONTRACTOR SHALL CONTACT THE OKLAHOMA "OKIE"

ONE-CALL SYSTEM PRIOR TO CONSTRUCTION AND AS NECESSARY

THROUGHOUT THE PROJECT.

B. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND

COORDINATING WITH ALL PUBLIC OR PRIVATE UTILITY COMPANIES

IN THE VICINITY OF CONSTRUCTION.

C. 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 THE CITY. UTILITY CROSSINGS SHOWN ARE BASED

ON AVAILABLE DATA AND ARE APPROXIMATE.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF

ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, EITHER

PUBLIC OR PRIVATE, AND SHALL SATISFY THEMSELVES AS TO

THEIR ACTUAL LOCATION PRIOR TO COMMENCING

CONSTRUCTION.

E. UTILITY POTHOLING SHALL BE PERFORMED BY HYDROVAC OR

ALTERNATIVE METHOD AS APPROVED BY THE ENGINEER.

F. 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.

G. 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.

13. TRAFFIC CONTROL

A. 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 FOR WORK ZONE PERMIT CAN BE

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

B. CONTRACTOR SHALL CONTACT OKLAHOMA CITY TRAFFIC

OPERATIONS AT (405)297-2085 FOR THE MARKING OF TRAFFIC

SIGNAL CONDUIT AND APPURTENANCES AT LEAST TWO (2)

WORKING DAYS PRIOR TO START OF CONSTRUCTION AND/OR

PLACING OR REMOVING ANY BARRICADES OR MODIFYING

EXISTING TRAFFIC CONTROL DEVICES.

C. THE CONTRACTOR SHALL MAINTAIN ACCESS ON ALL STREETS AND

TO BUSINESS DURING REGULAR BUSINESS HOURS FOR EACH

ESTABLISHMENT.

D. 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.

E. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT

OF ALL PAVEMENT MARKINGS THAT WILL BE IN CONFLICT WITH

PROPOSED WORK.

F. 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.

G. 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.

H. ALL TRAFFIC CONTROL DEVICES SHALL BE PLACED, RELOCATED,

OR REMOVED BY THE CONTRACTOR WHEN REQUIRED. THE COST

OF SAID WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR

TRAFFIC CONTROL.

14. GRADING

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL

DISTURBED AREAS TO DRAIN AS WELL AS OR BETTER THAN

EXISTING CONDITIONS.

B. THE COST FOR REMOVAL OF ANY TREES SHALL BE CONSIDERED

INCIDENTAL AND INCLUDED IN THE UNIT PRICE BID FOR OTHER

ITEMS. ANY TREE TO BE REMOVED MUST BE APPROVED BY THE

ENGINEER OR CITY.

C. FINAL SITE GRADING MUST BE COMPLETE PRIOR TON

INSTALLATION OF WATER AND SANITARY SEWER MAINS.

15. EROSION

A. A COPY OF THE EROSION CONTROL SITE PLAN MUST BE ON SITE

AT ALL TIMES AND MADE AVAILABLE TO THE INSPECTOR UPON

REQUEST.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR

REPLACEMENT OF ALL EROSION CONTROL DEVICES DAMAGED

DUE TO CONSTRUCTION.

C. LIST EROSION CONTROL QUANTITIES AND WHO WILL BE

RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE

EROSION CONTROL.

D. BLOCK OFF ACCESS OR ADD CONSTRUCTION ENTRANCE.

E. A MINIMUM OF 18" OF SOD IS REQUIRED ALONG ALL CURB &

FLUMES.

F. SOLID SLAB SODDING TO INCLUDE SUPPLY AND INSTALLATION OF

SOLID SLAB SOD, FERTILIZER, HAND RAKING, WATERING AND

ROLLING.

G. SOLID SLAB SODDING SHALL BE BERMUDA OR FESCUE.

H. PLACE SOD IN A POSITION PERPENDICULAR TO ALL SLOPES.

STAKE IN PLACE AS NEEDED.

I. PROVIDE A SMOOTH TRANSITION BETWEEN SOD AND EXISTING

TURF AREAS.

J. ROLL SODDED AREAS TWICE WITH WATER FILLED HAND ROLLER,

NOT EXCEEDING 250 LBS. EACH ROLLING PERPENDICULAR TO

EACH OTHER.

K. WATER SUFFICIENTLY TO MOISTEN GRASS AND SOIL. DO NOT

OVER-WATER, CAUSING EROSION. REPAIR DAMAGED OR ERODED

AREA AS SPECIFIED.

L. FERTILIZE WITH 10-20-10 IN ACCORDANCE WITH MANUFACTURER'S

INSTRUCTIONS AT A RATE OF 6 LBS. PER 1,000 SQUARE FEET.

LIGHTLY WATER TO DISSIPATION OF FERTILIZER.

M. MAINTAIN SOD FOR 45 DAYS IF PLACED DURING GROWING SEASON

OR UNTIL THE FOLLOWING GROWING SEASON IF PLACED DURING

DORMANT SEASON. MAINTENANCE SHALL INCLUDE MOWING AND

WATERING OF INSTALLED SOD. CONTRACTOR TO NOTIFY

PROPERTY OWNER AT END OF MAINTENANCE PERIOD.

N. ON APRIL 30, 2013, THE CITY OF OKLAHOMA CITY ADOPTED A

RESOLUTION ESTABLISHING A PERMANENT MANDATORY WATER

CONSERVATION PROGRAM RESTRICTING WATERING TO EVERY

OTHER DAY WITH PROPERTIES WITH ODD NUMBERED ADDRESSES

BEING PERMIT TO WATER ONLY ON ODD NUMBERED DAYS AND

PROPERTIES WITH EVEN NUMBERED ADDRESSES BEING

PERMITTED TO WATER ONLY ON EVEN NUMBER DAYS. SHOULD

CONDITIONS INCLUDING BUT NOT LIMITED TO DECREASED WATER

SUPPLY STORAGE LEVELS OR DROUGHT CAUSE CONDITIONS TO

DETERIORATE INCREASED WATER RESTRICTIONS MAY COME INTO

EFFECT. THESE CURRENT AND FUTURE CONSERVATION

REQUIREMENTS AND WATER AND WATERING RESTRICTIONS ARE

APPLICABLE TO ALL PROJECTS AND CONTRACTORS JUST AS THEY

ARE APPLICABLE TO OKLAHOMA CITY CITIZENS. SEE DETAILS AT:

HTTP://WWW.SQUEEZEEVERYDROP.COM/

THE CITY OF OKLAHOMA CITY HAS ALSO ESTABLISHED A

VARIANCE PROGRAM FOR IRRIGATION OF NEW LANDSCAPING.

CONTRACTOR WILL BE RESPONSIBLE FOR TIMELY OBTAINING AND,

IF AND AS GRANTED, FOR COMPLIANCE WITH THE VARIANCE

PROGRAM REQUIREMENTS. SEE DETAILS AT:

HTTP://WWW.SQUEEZEEVERYDROP.COM/WATER

CONSERVATIONPROGRAM/VARIANCEPROGRAM.ASPX

FAILURE TO COMPLY WITH THE CURRENT AND FUTURE

RESTRICTIONS AND REQUIREMENTS OF THE MANDATORY WATER

CONSERVATION PROGRAM OR THE VARIANCE, IF AND AS

GRANTED, MAY RESULT IN THE RECEIPT OF A CITATION AND/OR

THE REVOCATION FOR THE VARIANCE.

O. CONTRACTOR SHALL CONSTRUCT SILT FENCES OR OTHER

PHYSICAL BARRIERS AS NECESSARY AROUND DISTURBED AREAS

TO CONTROL EROSION, OFF-SITE SILTATION, AND COMPLY WITH

APPLICABLE ENVIRONMENTAL LAWS AND REGULATIONS.

16. AGGREGATE

A. TYPE "A" AGGREGATE BACKFILL SHALL BE PLACED IN ALL

TRENCHES AND DITCHES UP TO GROUND LEVEL WHERE WATER

AND/OR SEWER LINES CROSS UNDER PROPOSED OR EXISTING

PAVING. TYPE "A" AGGREGATE BACKFILL SHALL BE COMPACTED IN

ACCORDANCE WITH THE CITY OF OKLAHOMA CITY STANDARD

SPECIFICATIONS. THE MAXIMUM PAY QUANTITY REQUIRED TO FILL

A NEAT MINIMUM WIDTH DITCH, LISTED IN THE TRENCH WIDTH

DETAIL, FROM THE EMBEDMENT ZONE OF THE PIPE TO THE

PAVEMENT SUBGRADE ELEVATION TO 5' BACK OF CURB ON EACH

SIDE OF THE STREET. ANY ADDITIONAL TYPE "A" AGGREGATE

REQUIREMENTS ARE CONSIDERED INCIDENTAL.

B. COMPACTION OF TRENCH BACKFILL IN PAVED AREAS SHALL BE

95% STANDARD PROCTOR DENSITY.

C. BACKFILL AND EMBEDMENT MATERIAL WILL NOT BE PAID

DIRECTLY, COST SHALL BE INCLUDED IN OTHER ITEMS.

17. STRUCTURE & CULVERTS

A. THE COST OF ANY TEMPORARY FENCING AND THE REMOVAL AND

REPLACEMENT OF ALL FENCES, RETAINING WALLS

MISCELLANEOUS FOOTINGS, WALLS, SIDEWALKS, CONCRETE AND

BRICK PLANTERS, SHEDS, CONCRETE PADS, PORTABLE

BUILDINGS, AND OTHER MISCELLANEOUS ITEMS SHALL BE

INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS.

18. WATER

A. STANDARD DEPTH OF COVER SHALL BE A MINIMUM OF 4.0 FEET,

UNLESS OTHERWISE NOTED.

B. THE CONTRACTOR SHALL PROVIDE SEVEN (7) DAYS NOTICE TO

OKLAHOMA CITY LINE MAINTENANCE DIVISION AND THE PROPERTY

OWNERS PRIOR TO TAKING ANY WATER MAIN OUT OF SERVICE.

THE CONTRACTOR IS NOT ALLOWED TO OPERATE ANY VALVE

CONNECTED TO OKLAHOMA CITY WATER MAINS.

C. ANY WATER MAIN THAT IS REQUIRED TO BE TEMPORARILY TAKEN

OUT OF SERVICE MUST HAVE AN APPROVED SHUTDOWN FORM

AND MUST BE AT LOW DEMAND TIMES BETWEEN 5 PM AND 6 AM

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 OR FOR COMPONENTS THAT MAY FAIL DURING

SHUT DOWN AND REQUIREMENTS FOR RESCHEDULE.

D. THE CONTRACTOR IS NOT AUTHORIZED TO OPERATE ANY VALVE

CONNECTED TO THE OKLAHOMA WATER MAINS. PRIOR TO

COMMENCING ANY WATER MAIN SHUTDOWN WORK, THE

CONTRACTOR MUST SUBMIT A SHUTDOWN FORM TO THE OCWUT

GENERAL MANAGER OR DESIGNEE. WATER MAINS THAT ARE

SMALLER THAN 16 INCHES MUST HAVE THE “SHUTDOWN FORM-12

INCH AND SMALLER” SUBMITTED 7 CALENDAR DAYS PRIOR TO THE

SHUT DOWN REQUEST. WATER MAINS THAT REQUIRE A TAP OR

ISOLATION THAT ARE 16 INCHES OR LARGER IN DIAMETER MUST

HAVE THE “SHUTDOWN AND/OR TAP FORM-16 INCHES OR LARGER”

SUBMITTED 14 CALENDAR DAYS PRIOR TO SHUTDOWN. THE

CONTRACTOR IS NOT AUTHORIZED TO COMMENCE WITH TAKING

ANY WATER MAIN OUT OF SERVICE UNTIL OBTAINING AN

APPROVED SHUTDOWN FORM.

E. 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.

F. ALL CROSSINGS AND PROPOSED TIE-IN LOCATIONS SHALL BE

EXCAVATED AHEAD OF CONSTRUCTION TO VERIFY THE FLOWLINE

ELEVATION OF EXISTING WATER MAINS.

G. TEMPORARY SERVICE LINES MAY BE REQUIRED TO PROVIDE

WATER SERVICE TO CUSTOMERS. TEMPORARY WATER SERVICE

LINES MUST BE DISINFECTED PRIOR TO USE AND ALL MATERIALS

SHALL MEET NSF/ANSI 61 CERTIFICATION FOR POTABLE WATER

USE. COST ARE CONSIDERED INCIDENTAL TO WORK.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.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.

H. ALL CUT, PLUG AND ABANDON OF WATERLINES SHALL BE

INCIDENTAL TO THE CONNECTION OF THE NEW WATERLINE.

I. 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.

J. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR

COMPLIANCE WITH ALL APPLICABLE REGULATIONS FOR THE

REMOVAL & DISPOSAL OF TRANSIT PIPE. ALL COSTS SHALL BE

INCLUDED IN THE PRICE BID FOR OTHER ITEMS.

K. 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

WWW.OKC.GOV. LONG SERVICES WITH PEX-A SHALL REQUIRE A

PVC CASING. ALL NEW LONG SERVICE CONNECTIONS SHALL BE

BORED UNDER THE ROADWAY.

L. 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

TO A PERVIOUS AREA WHERE FEASIBLE.

M. 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.

N. THE CONTRACTOR SHALL NOTIFY OCWUT UPON DISCOVERY OF

ANY LEAD WATER SERVICE LINE ON THE PUBLIC OR PRIVATE SIDE

OF THE METER.

O. ALL WATER METERS, FIRE HYDRANTS, AND/OR VALVE BOXES

SHALL BE INSTALLED OR RELOCATED TO A LOCATION WITHIN CITY

RIGHT-OF-WAY OR UTILITY EASEMENT ONLY AND BE OUTSIDE OF

EXISTING OR PROPOSED A.D.A. RAMPS, DRIVEWAYS, SIDEWALKS

AND PAVED SURFACES WHERE FEASIBLE.

P. HYDRANTS SHALL CONFORM TO AWWA STANDARD C502, LATEST

REVISION AND MEET CURRENT CITY OF OKLAHOMA CITY

SPECIFICATIONS.

Q. ALL VERTICAL AND HORIZONTAL FITTINGS REQUIRE MECHANICAL

JOINT RESTRAINTS PER CITY OF OKLAHOMA CITY SPECIFICATIONS.

R. RESTRAINED JOINTS SHALL BE REQUIRED ON ALL PIPE JOINTS

WITHIN THE AREAS DIMENSIONED ON THE PLANS.

S. THRUST BLOCKS ARE NOT REQUIRED ON THIS PROJECT UNLESS

SPECIFIED.

T. THE COST OF PERFORMING TAPS SHALL BE INCLUDED WITH THE

TAPPING SLEEVE OR SADDLE.

U. ALL STAINLESS STEEL TAPPING SLEEVES MUST BE TYPE 316

STAINLESS STEEL, AND TYPE 316 STAINLESS STEEL BOLTS & NUTS

OR XYLAN COATED.

V. TAPPING PVC PIPE - AWWA C-900, PRESSURE CLASS 200, DR 14 -

FOR 3/4" THROUGH 2" TAPS. - BRASS SADDLES WITH STAINLESS

STEEL DOUBLE BAND NUTS AND BOLTS OR APPROVED EQUAL. NO

DIRECT TAP WILL BE ALLOWED. ALL TAPS 2" AND SMALLER WILL

REQUIRE TAPPING SADDLES.

W. TAPPING DUCTILE IRON PIPE - FOR 1" THROUGH 2" TAPS, SERVICE

SADDLES SHALL BE 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.

X. WHEN PVC PIPE IS SPECIFIED AND USED, 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.

Y. PAYMENT FOR FIRE HYDRANTS SHALL INCLUDE 1 FIRE HYDRANT,

1-12" EXTENSION, 3 LF OF 6" WATER LINE, AND ALL ASSOCIATED

FITTINGS. ALL HYDRANT PARTS SHALL BE ORIGINAL EQUIPMENT

MANUFACTURER. PAYMENT DOES NOT INCLUDE A 6" GATE VALVE..

Z. 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.

AA. 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.

AB. THE CONTRACTOR SHALL BORE ALL DRIVEWAYS AND OTHER

AFFECTED STRUCTURES WHERE POSSIBLE UNLESS OTHERWISE

NOTED. ALL CONCRETE DRIVEWAYS TO BE REPLACED SHALL BE

BACKFILLED WITH TYPE A AGGREGATE AND REPLACED FROM THE

PAVING GUTTER LINE TO THE JOINT ALONG THE PROPERTY LINE.

AC. ALL COSTS FOR ANY DEWATERING SHALL BE CONSIDERED AS

INCIDENTAL CONSTRUCTION.

AD. ALL COSTS FOR PUMPING AND BYPASSING SHALL BE

CONSIDERED INCIDENTAL CONSTRUCTION.

19. SURFACING

A. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL BUILT

ELEMENTS, INCLUDING BUT NOT LIMITED TO SIDEWALKS, PARKING

SPACES AND ACCESS RAMPS COMPLY WITH THE OKLAHOMA CITY

ADA STANDARD REQUIREMENTS.

B. CONTRACTOR SHALL PROVIDE A MEDIUM BROOM FINISH ON ALL

CONCRETE WALKS, RAMPS, AND PAVING SURFACES

C. ALL CONCRETE DRIVEWAYS TO BE REPLACED SHALL BE REMOVED

AND REPLACED FROM THE PAVING GUTTER LINE TO THE JOINT

ALONG THE PROPERTY LINE, UNLESS OTHERWISE SPECIFIED IN

PLANS.

D. IN AREAS WHERE CONCRETE PAVING IS TO ABUT EXISTING

PAVING, THE CONTRACTOR SHALL CONSTRUCT A THICKENED

EDGE IN THE CONCRETE.

E. 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.

F. THERE IS NO PAY ITEM FOR SAW CUTTING PAVEMENT AND SHALL

BE INCLUDED IN OTHER ITEMS OF WORK.

G. 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.

H. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR BACKFILLING ALL ISLANDS, BEHIND CURBS,

AND ALL OTHER AREAS TO BE LANDSCAPED WITH A MINIMUM

FOUR (4") INCH DEPTH OF TOPSOIL.

I. 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.

J. THE CONTRACTOR IS RESPONSIBLE FOR THE REPLACEMENT

AND/OR REPAIR OF ALL EXISTING ADA IMPROVEMENTS DAMAGED

OR DISTURBED DURING CONSTRUCTION.

20. SIGNING & STRIPING

A. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL

DEVICES SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES, LATEST EDITION. ALL PAVEMENT STRIPING

SHALL BE FOUR (4) INCHES WIDE, UNLESS SHOWN OTHERWISE ON

THE PLANS.

21. FINAL CLEANUP

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL

LANDSCAPING IN AS GOOD OR BETTER CONDITION AS EXISTING

LANDSCAPING.

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PAY ITEM NOTES:

1. PAY ITEM TO INCLUDE ANY REQUIRED MEGALUG FITTINGS OR THRUST RESTRAINTS.

2. PAY ITEM TO INCLUDE STEEL CASING PIPE, WATERLINE (CARRIER) PVC PIPE, EXCAVATION, BACKFILL, SHEETING, SHORING, BRACING, DRAINAGE, DISPOSAL OF ALL SURPLUS MATERIALS, LABOR, TOOLS, EQUIPMENT, AND ANY OTHER INCIDENTALS NECESSARY TO COMPLETE WORK.

3. REMOVAL AND REPLACEMENT OF CURBS, INLETS, AND/OR ROADWAY PAVEMENT QUANTIFIED IN CASE OF BORE-RELATED WORK CONSTRUCTABILITY. CONTRACTOR TO MAKE EVERY EFFORT NOT TO DISTURB ROADWAY HARDSCAPES, IF POSSIBLE.

4. ESTIMATED QUANTITY TO BE USED AT THE DIRECTION OF THE ENGINEER.

5. PAY ITEM TO INCLUDE ALL WATERLINE PLUGS AND CAPS.

6. PAY ITEM INCLUDES REMOVAL OF EXISTING WATERLINE PIPE RANGING FROM 6IN TO 8IN IN DIAMETER.

7. REFER TO 'UTILITY PAVEMENT CUT AND PERMANENT TRENCH REPAIR' DETAIL ON OKC STANDARD D-800A.

8. REPLACE EXISTING PIPE HANGERS WITH NEW, LIKE KIND. PIPE HANGERS SHALL BE 'ADJUSTABLE ROLL GUIDE MODEL 3B' AS MANUFACTURED BY LINN BROWN & ASSOCIATES (LB&A) OR APPROVED EQUAL.. PAY ITEM TO INCLUDE ALL ANCHORS, FITTINGS, LABOR, TOOLS, EQUIPMENT, AND

ANY OTHER INCIDENTALS NECESSARY TO COMPLETE WORK AND RESTORE WORKING SYSTEM.

DATE:

DRAWN BY:

CHECKED BY:

Project #: WC-1123

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WC-1123 SUMMARY OF PAY ITEMS

ITEM

NO.

SPEC.

NO. ITEM UNIT TOTAL AS-BUILT LOCATION #1

8617 HILLCREST DR

LOCATION #2

12109 GREENWICK DR

LOCATION #3

609 SW 63RD TER

LOCATION #4 LOCATION #5

1623 PAGE AVE 27 SW 29TH ST

1 252 BORE AND STEEL ENCASEMENT (6IN CARRIER) 1,2 L.F. 64.00 28.00 36.00

2 252 BORE AND STEEL ENCASEMENT (8IN CARRIER) 1,2 L.F. 20.00 20.00

3 450 REBUILD INLET 3 EA. 1.00 1.00

4 501 (6 IN) (PVC) WATERLINE PIPE (RESTRAINED JOINT) (DR-14) WITH 12

GAUGE COPPER TRACER WIRE

L.F. 179.00 81.00 61.00 37.00

5 501 (8 IN) (PVC) WATERLINE PIPE (RESTRAINED JOINT) (DR-14) WITH 12

GAUGE COPPER TRACER WIRE

L.F. 58.00 58.00

6 501 (8 IN) (DIP) WATERLINE PIPE (RESTRAINED JOINT) (0.30IN) L.F. 68.00 68.00

7 501 FITTINGS (6IN X 22.5 DEGREE BEND) 1 EA. 1.00 1.00

8 501 FITTINGS (6IN X 45 DEGREE BEND) 1 EA. 8.00 4.00 4.00

9 501 FITTINGS (6IN X 90 DEGREE BEND) 1 EA. 1.00 1.00

10 501 FITTINGS (8IN X 45 DEGREE BEND) 1 EA. 4.00 4.00

11 501 FITTING (6IN SOLID SLEEVE) 1 EA. 7.00 4.00 3.00

12 501 FITTING (8IN SOLID SLEEVE) 1 EA. 4.00 2.00 2.00

13 503 SINGLE SHORT SERVICE (1IN) EA. 2.00 1.00 1.00

14 503 SINGLE LONG SERVICE (1IN) EA. 1.00 1.00

15 504 METER RELOCATION (1IN) 4 EA. 1.00

16 505 6IN X 6IN TAPPING SLEEVE 1 EA. 2.00 2.00

17 511 6IN GATE VALVE AND BOX 1 EA. 2.00 1.00 1.00

18 511 8IN GATE VALVE AND BOX 1 EA. 1.00 1.00

19 511 6IN TAPPING VALVE AND BOX 1 EA. 2.00 2.00

20 513 HYDROSTATIC PRESSURE TESTING AND DISINFECTION L.S. 1.00 1.00 1.00 1.00 1.00 1.00

21 604 ABANDON WATER LINE 5 C.Y. 11.00 0.25 0.25 0.33 9.25

22 801 CONSTRUCTION STAKING (CONSTRUCTION SURVEY) L.S. 1.00 1.00 1.00 1.00 1.00 1.00

23 801 GPS "AS-BUILT" SURVEY L.S. 1.00 1.00 1.00 1.00 1.00 1.00

24 801 COLOR AUDIO/VIDEO RECORDING, PRE & POST CONSTRUCTION

(RECORDED DIGITALLY ON DVD)

L.S. 1.00 1.00 1.00 1.00 1.00 1.00

25 802 CONSTRUCTION SIGNING & TRAFFIC CONTROL L.S. 1.00 1.00 1.00 1.00 1.00 1.00

26 809 MOBILIZATION L.S. 1.00 1.00 1.00 1.00 1.00 1.00

27 810 CLEARING AND GRUBBING L.S. 1.00 1.00 1.00 1.00 1.00 1.00

28 811 REMOVE WATERLINE 6 L.F. 277.00 81.00 52.00 61.00 15.00 68.00

29 812 REMOVE SIDEWALK S.Y. 57.00 57.00

30 812 REMOVE AND REPLACE CURB & GUTTER 3 L.F. 136.00 58.00 50.00 28.00

31 813 REMOVE AND REPLACE DRIVEWAY S.Y. 23.00 23.00

32 814 PAVEMENT CUT AND PERMANENT REPAIR 3,7 S.Y. 104.00 15.00 15.00 74.00

33 819 ADJUST EXISTING STRUCTURE (VALVE) EA. 1.00 1.00

34 819 ADJUST EXISTING STRUCTURE (PULL BOX) EA. 1.00 1.00

35 823 SIDEWALK (4IN) S.Y. 68.00 68.00

36 840 SOLID SLAB SODDING S.Y. 670.00 270.00 190.00 200.00 10.00

37 900 SEDIMENT & EROSION CONTROL L.S. 1.00 1.00 1.00 1.00 1.00

38 SPEC. REMOVE AND REPLACE PIPE HANGERS (8IN CARRIER) 8 L.S. 1.00 1.00

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8616 S HILLCREST DR

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BM # 1

609 SW 63RD TERR

605 SW 63RD TERR 601 SW 63RD TERR

6400 S DEWEY AVE

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12025 GREENWICK DR 12101 GREENWICK DR 12109 GREENWICK DR

12117 GREENWICK DR

6425 SUDBURY DR

6432 WINCHESTER DR

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GREENWICK DR

LOCATION 1: 8617 HILLCREST DRIVE

SCALE: 1' = 50'1

LOCATION 2: 12109 GREENWICK DRIVE

SCALE: 1' = 50'2 LOCATION 3: 609 SW 63RD TERRACE

SCALE: 1' = 50'3

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LOCATION

PROJECTS.

S.W. 89TH STREET

S.W. 74TH STREET

LOCATION

PROJECT

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N.W. 122ND STREET

LOCATION

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S.W. 59TH STREET

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LOCATION MAP

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BM # 3BM #4

105 SW 29TH ST

27 SW 29TH ST

OHE OHE OHE OHE OHE OHE OHE

STS

OHE OHE

OHE OHE OHE OHE OHE

OHE OHE

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1700 MIRAMAR BLVD1701 MIRAMAR BLVD

1621 NE GRAND BLVD

251225082504

1705 NE GRAND BLVD2529

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1623 N PAGE AVE

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LOCATION 5: 27 SW 29TH STREET

SCALE: 1' = 50'5

LOCATION 4: 1623 N PAGE AVE

SCALE: 1' = 200'4

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S.E.29TH STREET

LOCATION

PROJECT

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N.E. 10TH STREET

N.E. 23RD STREET

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LOC 1) 0.04 ACRES, LOC 2) 0.25 ACRES, LOC 3) 0.05 ACRES

PROJECT LIMITS:

PROJECT DESCRIPTION:

IF YES, LIST IMPAIRMENT:

SOIL STABILIZATION PRACTICES:

STRUCTURAL PRACTICES:

EROSION AND SEDIMENT CONTROLS

OFFSITE VEHICLE TRACKING:

SITE DESCRIPTION

NOTES:

SUGGESTED SEQUENCE OF EROSION CONTROL ACTIVITIES:

ESTIMATED AREA TO BE DISTURBED:

TEMPORARY SEEDING

PERMANENT SODDING, SPRIGGING OR SEEDING

VEGETATIVE MULCHING

SOIL RETENTION BLANKET

PRESERVATION OF EXISTING VEGETATION

NOTE: TEMPORARY EROSION CONTROL METHODS MUST BE USED ON ALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES HAVE CEASED FOR OVER 14 DAYS. METHODS USED WILL BE AS SHOWN

ON PLANS, OR AS DIRECTED BY THE ENGINEER.

OFFSITE AREA TO BE DISTURBED:

(FOR CONTRACTOR USE)

STABILIZED CONSTRUCTION EXIT

TEMPORARY SILT FENCE

TEMPORARY SILT DIKES

TEMPORARY BALE BARRIERS

DIVERSION, INTERCEPTOR OR PERIMETER DIKES

DIVERSION, INTERCEPTOR OR PERIMETER SWALES

ROCK FILTER DAMS

TEMPORARY SLOPE DRAIN

PAVED DITCH W/ DITCH LINER PROTECTION

TEMPORARY DIVERSION CHANNELS

TEMPORARY SEDIMENT BASINS

TEMPORARY SEDIMENT TRAPS

TEMPORARY SEDIMENT FILTERS

TEMPORARY SEDIMENT REMOVAL

RIP RAP

INLET SEDIMENT FILTER **

TEMPORARY BRUSH SEDIMENT BARRIERS

SANDBAG BERMS

TEMPORARY STREAM CROSSINGS

NOTE:

THIS SHEET SHOULD BE USED IN CONJUNCTION WITH A DRAINAGE MAP

THAT ILLUSTRATES THE DRAINAGE PATTERNS/PATHWAYS AND RECEIVING WATERS

FOR THIS PROJECT. THIS SHEET SHOULD ALSO BE USED WITH THE EROSION

CONTROL SUMMARIES, PAY ITEMS, & NOTES.

HAUL ROADS DAMPENED FOR DUST CONTROL

LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN

EXCESS DIRT ON ROAD REMOVED DAILY

STORMWATER POLLUTION PREVENTION PLAN

SOIL TYPE:

LOC 1&2) KIRKLAND-URBAN LAND COMPLEX

LATITUDE & LONGITUDE

OF CENTER OF PROJECT:

LOCATED IN A TMDL: YES NO

YES NOLAKE THUNDERBIRD TMDL:

LOC 1) LAT: 35°22'50" N / LONG: 97°33'22" W

1)8617 HILLCREST DR, 2) 12109 GREENWICK DR, 3) 609 SW 63RD TERRACE,

4) 1623 N PAGE AVE, & 5) 27 SW 29TH ST

WATERLINE REPLACEMENTS AT FIVE LOCATIONS TO

1. INSTALL EROSION CONTROL MEASURES

2. EXCAVATE AREA FOR PROPOSED IMPROVEMENTS.

3. CONSTRUCT IMPROVEMENTS.

4. BACKFILL AREA FOR PROPOSED IMPROVEMENTS.

5. SODDING, SPRIGGING AND/OR SEEDING.

6. REMOVE EROSION CONTROL MEASURES, CLEAN SITE & DRESS UP.

YES NOMS4 ENTITY:

IF YES, LOCATION CITY OF OKLAHOMA CITY

SENSITIVE WATERS OR WATERSHEDS: YES NO

YES NO303 (d) IMPAIRED WATERS:

1) LITTLE RIVER, 2) BLUFF CREEK, 3&4&5) N. CANADIAN RIVERNAME OF RECEIVING WATERS:

TOTAL IMPERVIOUS AREA

POST-CONSTRUCTION:

TOTAL IMPERVIOUS AREA

PRE-CONSTRUCTION:

PROJECT WILL DISCHARGE TO:

TOTAL AREA OF THE

CONSTRUCTION SITE:

POST-CONSTRUCTION RUNOFF

COEFFICIENT OF THE SITE:

A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS REQUIRED TO COMPLY WITH THE OKLAHOMA POLLUTION DISCHARGE ELIMINATION SYSTEM (OPDES) REGULATIONS. THIS PLAN IS INITIATED DURING THE DESIGN PHASE, CONFIRMED IN THE PRE-WORK MEETINGS AND AVAILABLE ON THE JOB SITE ALONG WITH COPIES OF THE NOTICE OF INTENT (NOI) FORM AND PERMIT CERTIFICATE THAT HAVE BEEN FILED WITH THE OKLAHOMA DEPARTMENT OF ENVIRONMENTAL QUALITY (ODEQ). THE PLAN MUST BE KEPT CURRENT WITH UP-TO-DATE AMENDMENTS DURING THE PROGRESSION OF THE PROJECT. ALL CONTRACTOR OFF-SITE OPERATIONS ASSOCIATED WITH THE PROJECT MUST BE DOCUMENTED IN THE SWPPP, I.E., BORROW PITS, WORK ROADS, DISPOSAL SITES, ASPHALT/CONCRETE PLANTS, ETC. THE BASIC GOAL OF STORM WATER MANAGEMENT IS TO IMPROVE WATER QUALITY BY REDUCING POLLUTANTS IN STORM WATER DISCHARGES. RUNOFF FROM CONSTRUCTION SITES HAS A POTENTIAL FOR POLLUTION DUE TO EXPOSED SOILS AND THE PRESENCE OF HAZARDOUS MATERIALS USED IN THE CONSTRUCTION PROCESS. THE PREVENTION OF SOIL EROSION, CONTAINMENT OF HAZARDOUS MATERIALS AND/OR THE INTERCEPTION OF THESE POLLUTANTS BEFORE LEAVING THE CONSTRUCTION SITE ARE THE BEST PRACTICES FOR

CONTROLLING STORM WATER POLLUTION.

PROPER MANAGEMENT AND DISPOSAL OF HAZARDOUS WASTE MATERIALS IS REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING MANUFACTURER'S RECOMMENDATIONS, STATE AND FEDERAL REGULATIONS TO ENSURE CORRECT HANDLING, DISPOSAL, SPILL PREVENTION AND CLEANUP MEASURES. EXAMPLES INCLUDE BUT ARE NOT LIMITED TO: PAINTS, ACIDS, CLEANING SOLVENTS, CHEMICAL ADDITIVES, CONCRETE CURING

COMPOUNDS AND CONTAMINATED SOILS.

PROPER MANAGEMENT AND DISPOSAL OF CONSTRUCTION WASTE MATERIAL IS REQUIRED BY THE CONTRACTOR.

MATERIALS INCLUDE STOCKPILES, SURPLUS, DEBRIS AND ALL OTHER BY-PRODUCTS FROM THE CONSTRUCTION PROCESS. PRACTICES INCLUDE DISPOSAL, PROPER MATERIALS HANDLING, SPILL PREVENTION AND CLEANUP MEASURES. CONTROLS AND PRACTICES SHALL MEET THE REQUIREMENTS OF ALL FEDERAL, STATE AND LOCAL

AGENCIES.

103.05 104.10 104.12 104.13 106.08 107.01 107.20

IN ADDITION:

THE FOLLOWING SECTIONS OF THE 2019 ODOT STANDARD SPECIFICATIONS

SHOULD BE NOTED:

GENERAL NOTES:

HAZARDOUS MATERIALS:

WASTE MATERIALS:

THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE

FOLLOWING:

MAINTENANCE AND INSPECTION:

ALL EROSION AND SEDIMENT CONTROLS WILL BE MAINTAINED IN GOOD WORKING ORDER FROM THE BEGINNING OF CONSTRUCTION UNTIL AN ACCEPTABLE VEGETATIVE COVER IS ESTABLISHED. INSPECTION BY THE CONTRACTOR AND ANY NECESSARY REPAIRS SHALL BE PERFORMED ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCH AS RECORDED BY A NON-FREEZING RAIN GAUGE TO BE LOCATED ON SITE. POTENTIALLY ERODIBLE AREAS, DRAINAGE WAYS, MATERIAL STORAGE, STRUCTURAL DEVICES, CONSTRUCTION ENTRANCES AND EXITS ALONG WITH EROSION AND SEDIMENT CONTROL LOCATIONS ARE

EXAMPLES OF SITES THAT NEED TO BE INSPECTED.

"ODEQ GENERAL PERMIT (OKR10) FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES WITHIN THE

STATE OF OKLAHOMA." ODEQ, WATER QUALITY DIVISION, SEPTEMBER 13, 2017.

BONDING REQUIREMENTS

FINAL CLEANING UP

CONTRACTOR'S RESPONSIBILITY FOR WORK

ENVIRONMENTAL PROTECTION

STORAGE AND HANDLING OF MATERIAL

LAWS, RULES AND REGULATIONS TO BE OBSERVED

STORM WATER MANAGEMENT

MANAGEMENT OF EROSION, SEDIMENTATION, AND STORM WATER POLLUTION PREVENTION

TEMPORARY SEDIMENT CONTROL

INCLUDE APPROXIMATELY 106 LF REPLACEMENT 6IN WATER LINE AT 8617 HILLCREST DR, 70 LF

REPLACEMENT 8IN WATER LINE AT 12109 GREENWICK DR, 97 LF REPLACEMENT OF 6IN WATER LINE

AT 609 SW 63RD TERRACE, WATER LINE ABANDONMENT AND 37 LF INSTALLATION OF 8IN WATER

LINE AT 1623 N PAGE AVE, AND 70 LF OF 8IN WATER LINE AT 27 SW 29TH ST.

LOC 2) LAT: 35°35'34" N / LONG: 97°37'44" W

LOC 4) LAT: 35°29'09" N / LONG: 97°28'03" W

LITTLE RIVER: BENTHIC_MA, DO, ENTEROCOCC, SELENIUN, TDS

LOC 3) ASHPORT SILT LOAM

LOC 4) ASHPORT SILT LOAM & TELLER-URBAN LAND COMPLEX

LOC 4) 0.8 ACRES, LOC 5) 0.0 ACRES,

LOC 5) LAT: 35°26'06" N / LONG: 97°30'52" W

LOC 3) LAT: 35°24'10" N / LONG: 97°31'26" W

BLUFF CREEK & NORTH CANADIAN RIVER: ENTEROCOCC

3&4&5

Project #: WC-1123

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LOC 5) URBAN LAND

**TEMPORARY BALE BARRIERS ACCEPTABLE IN LIEU OF INLET SEDIMENT FILTERS

12A

P.B. ODOM'S SOUTH PENN ADDITION

4TH ADDITION

P.B. ODOM'S SOUTH PENN ADDITION

5TH ADDITION

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REMOVE SIDEWALK

34 SY

REMOVE SIDEWALK

20 SY

REMOVE WATERLINE (6IN)

38 LF

REMOVE WATERLINE (6IN)

38 LF

ABANDON WATERLINE (6IN)

32 LF (0.25 CY)

10+00

C.R.L. #1 8617

HILLCREST DRIVE

CONST. STRAW WATTLE CURB

INLET BARRIER - 10 LFSF

SF SF

SF SF SF

CONST. SILT FENCE

90 LF

CONST. SILT FENCE

47 LF

8617 HILLCREST DR

2433 SW 86TH ST

8616 HILLCREST DR

8620 HILLCREST DR

8605 HILLCREST DR

8604 HILLCREST DR

SUGGESTED CONCRETE

WASHOUT AREA (INCIDENTAL)

REMOVE AND REPLACE CURB

& GUTTER - SEE P&P SH. 8

CONST. STRAW WATTLE CURB

INLET BARRIER - 23 LFREMOVE AND REPLACE CURB

& GUTTER - SEE P&P SH. 8

NOTE: SALVAGE EX. GATE

VALE & RETURN TO CITY

REMOVE SIDEWALK

3 SY

XXXXX

REMOVE WATERLINE (6IN)

5 LF

CONST. SILT FENCE

12 LF

HILLCREST DR

M B

R A

N D

O N

.E V

E R

H A

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Z :\1

- W

C -1

W A

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E P

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C A

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\T A

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-E

N G

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\D R

A W

S \1

- R

E M

O V

.D W

SHEET NUMBER

VERIFY SCALE

0 1"

BAR IS ONE INCH ON ORIGINAL

DRAWING. IF NOT ONE INCH ON

THIS SHEET, ADJUST ACCORDINGLY.

R E

S N

D A

E S

C R

O N

YOF

H O M A

BALDI

H W

ILE

R, LLC

C E R

T E O

F A

U T H

O R

N N

E X

E S J

U N

Project #: WC-1123

O C

W U

T W

C -1

W A

E R

(5 L

O C

O N

S) R

R O

N C

O N

T D

DRAWN BY: ACC

CHECKED BY: BAE

DATE: 6/13/25

SW 86TH ST

010' 10' 20'

LEGEND

REMOVE SIDEWALK

XXXXX REMOVE WATERLINE

REMOVE TREE (INCIDENTAL)

ABANDON WATERLINE (CUT, PLUG & FILL)

SILT FENCESF

STRAW WADDLE INLET BARRIERPAVEMENT CUT AND PERM. REPAIR

SPEC.

NO. ITEM UNIT LOCATION #1

8617 HILLCREST DR

604 ABANDON WATER LINE C.Y. 0.25

811 REMOVE WATERLINE L.F. 81.00

812 REMOVE SIDEWALK S.Y. 57.00

161710

P.B. ODOM'S SOUTH PENN ADDITION

4TH ADDITION

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

STS

G G

W W

10+00

NOTE: SALVAGE EX. GATE

VALE & RETURN TO CITY

C.R.L. #1 8617

HILLCREST DRIVE

BORE & STEEL ENCASEMENT

(6IN CARRIER) - 28 LF

CONST. 6IN PVC WATERLINE (RESTRAINED)

41 LF

CONST. 6IN PVC WATERLINE (RESTRAINED)

40 LF

CONST. SIDEWALK (4IN) - 42 SY

(NOTE: INCLUDES FLUME REPLACEMENT)

A3 A4

CONST. SIDEWALK (4IN) - 23 SY

(NOTE: INCLUDES FLUME REPLACEMENT)

8617 HILLCREST DR2433 SW 86TH ST 8605 HILLCREST DR8617 HILLCREST DR2433 SW 86TH ST 8617 HILLCREST DR2433 SW 86TH ST

APPROX. LIMITS OF RECEIVING PIT

10' X 10' (REFERENCE ONLY)

CONSTRUCT

1-6IN GATE VALVE & BOX

2-6IN SOLID SLEEVE

N:138963.0956 E:2100783.3757

REMOVE AND REPLACE

CURB & GUTTER - 16 LF

8617 HILLCREST DR2433 SW 86TH ST

W V

T 9

R T

T 3

+7 5.

T 3 3.

W V

APPROX. LIMITS OF BORE PIT

12' X 40' (REFERENCE ONLY)

6' (T

XXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

REMOVE AND REPLACE

CURB & GUTTER - 42 LF

3.8'

8'4'

SINGLE SHORT SERVICE (1IN) - 1 EA

NOTE:CONTRACTOR TO MAINTAIN

TEMPORARY SERVICE DURING

CONSTRUCTION (INCIDENTAL)

A2 A7

4'4'

CONST. SIDEWALK (4IN) - 3 SY

SINGLE LONG SERVICE (1IN) - 1 EA

NOTE: CONTRACTOR TO MAINTAIN

TEMPORARY SERVICE DURING

CONSTRUCTION (INCIDENTAL)

8616 HILLCREST DRProfile View of #1 C.R.L. HILLCREST DRIVE

9+75 10+00 11+00 11+75

A4 A5

4' M

BORE & STEEL ENCASEMENT

(6IN CARRIER) - 28 LF

NOTE: RESTRAIN ALL WATERLINE JOINTS, FITTINGS, AND APPURTENANCES.

EXISTING SURFACE

EX. 8"

SANITARY

SEWER

EXISTING GAS

(NOT FIELD VERIFIED)

EX. 6" WATERLINE

EX. REINF.

CONC. BOX

EX. 6" WATERLINE

STA. 11+14.06

END BORE & ENCASEMENT

(6IN CARRIER)

STA. 10+86.06

BEGIN BORE & ENCASEMENT

(6IN CARRIER)

3' MIN.

(TYP.)

3" (2

' M

ABANDON

EXISTING 6" WATERLINE

PER AS-BUILT WM-0023

(NOT FIELD VERIFIED)

5' MIN.

(TYP.)

1' MIN.

STA. 10+72.17

CONSTRUCT

1-6IN X 45 DEGREE BEND (VERT)

FL=1272.74

N=138852.6367 E=2100783.3147

STA. 10+82.45

CONSTRUCT

1-6IN X 45 DEGREE BEND (VERT)

FL=1262.45

N=138862.9137 E=2100783.3146

STA. 11+17.54

CONSTRUCT

1-6IN X 45 DEGREE BEND (VERT)

FL=1262.45

N=138897.9992 E=2100783.3140

STA. 11+27.49

CONSTRUCT

1-6IN X 45 DEGREE BEND (VERT)

FL=1272.40

N=138907.9534 E=2100783.3139

STA. 10+49.66

CONSTRUCT

1-6IN SOLID SLEEVE

FL=1272.73

N=138830.4405 E=2100784.9153

STA. 10+53.84

CONSTRUCT

1-6IN X 22.5 DEGREE BEND (HORIZ)

FL=1272.74

N=138834.3037 E=2100783.3150

STA. 11+54.25

CONSTRUCT

1-6IN SOLID SLEEVE

FL=1272.40

N=138934.7174 E=2100783.3135

M B

T Z :\1

- W

C-

-E

- P

.D W

SHEET NUMBER

VERIFY SCALE

0 1"

BAR IS ONE INCH ON ORIGINAL

DRAWING. IF NOT ONE INCH ON

THIS SHEET, ADJUST ACCORDINGLY.

R E

S N

D A

E S

C R

O N

YOF

H O M A

BALD

ISC

H W

, L

C E R

T E O

F A

U T H

O R

N N

E X

E S J

U N

010' 10' 20'

Project #: WC-1123

O C

W U

T W

C -1

W A

E R

(5 L

O C

O N

A N

R O

D R

DRAWN BY: ACC

CHECKED BY: BAE

DATE: 6/13/25

HILLCREST DR

SW 86TH ST

BORE & STEEL ENCASEMENT

SIDEWALK (4IN)

DRIVEWAY (6IN)

PAVEMENT CUT AND PERM. REPAIR

XXXXXX REMOVE AND REPLACE

CURB & GUTTER

RECONSTRUCTION NOTE:

REMOVAL AND REPLACEMENT OF CURBS,

INLETS, AND/OR ROADWAY PAVEMENT

QUANTIFIED IN CASE OF BORE-RELATED

WORK CONSTRUCTABILITY. CONTRACTOR

TO MAKE EVERY EFFORT NOT TO DISTURB

ROADWAY HARDSCAPES, IF POSSIBLE. ALL

NEWLY CONSTRUCTED SIDEWALK SHOULD

BE BUILT TO CURRENT CITY STANDARDS

ENSURING ADA COMPLIANCE.

SPEC.

NO. ITEM UNIT LOCATION #1

8617 HILLCREST DR

252 BORE AND STEEL ENCASEMENT (6IN CARRIER) L.F. 28.00

501 (6 IN) (PVC) WATERLINE PIPE (RESTRAINED JOINT) (DR-14)

WITH 12 GAUGE COPPER TRACER WIRE

L.F. 81.00

501 FITTINGS (6IN X 22.5 DEGREE BEND) EA. 1.00

501 FITTINGS (6IN X 45 DEGREE BEND) EA. 4.00

501 FITTING (6IN SOLID SLEEVE) EA. 4.00

503 SINGLE SHORT SERVICE (1IN) EA. 1.00

503 SINGLE LONG SERVICE (1IN) EA. 1.00

511 6IN GATE VALVE AND BOX EA. 1.00

812 REMOVE AND REPLACE CURB & GUTTER L.F. 58.00

823 SIDEWALK (4IN) S.Y. 68.00

840 SOLID SLAB SODDING S.Y. 270.00

D Y

STS

19 20

WARWICK ESTATES SEC. 4

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

WARWICK ESTATES SEC. 4

WM WM

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXX

REMOVE WATERLINE (8IN)

38 LF

REMOVE WATERLINE (8IN)

14 LF

ABANDON WATERLINE (8IN)

18 LF (0.25 CY)

C.R.L. #2 12109

GREENWICK DRIVE

SF SF SF SF SF SF SF SF SF SF SF

CONST. STRAW WATTLE CURB

INLET BARRIER - 10 LF

CONST. SILT FENCE

85 LF

12025 GREENWICK DR 12101 GREENWICK DR 12109 GREENWICK DR 12117 GREENWICK DR

6425 SUDBURY DR 6432 WINCHESTER DR

P 2.

SUGGESTED CONCRETE

WASHOUT AREA (INCIDENTAL)

REMOVE AND REPLACE CURB & GUTTER

PAVEMENT CUT & PERMANENT REPAIR -

SEE P&P SH. 10

REMOVE AND REPLACE CURB & GUTTER

PAVEMENT CUT & PERMANENT REPAIR-

SEE P&P SH. 10

GREENWICK DR

M B

R A

N D

O N

.E V

E R

H A

R T

Z :\1

- W

C -1

W A

E R

E P

E M

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C A

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\T A

S K

-E

N G

E R

\D R

A W

S \1

- R

E M

O V

.D W

SHEET NUMBER

VERIFY SCALE

0 1"

BAR IS ONE INCH ON ORIGINAL

DRAWING. IF NOT ONE INCH ON

THIS SHEET, ADJUST ACCORDINGLY.

R E

S N

D A

E S

C R

O N

YOF

H O M A

BALDI

H W

ILE

R, LLC

C E R

T E O

F A

U T H

O R

N N

E X

E S J

U N

Project #: WC-1123

O C

W U

T W

C -1

W A

E R

(5 L

O C

O N

S) R

R O

N C

O N

G R

K D

DRAWN BY: ACC

CHECKED BY: BAE

DATE: 6/13/25

C H

R D

B U

R Y

D R

010' 10' 20'

LEGEND

REMOVE SIDEWALK

XXXXX REMOVE WATERLINE

REMOVE TREE (INCIDENTAL)

ABANDON WATERLINE (CUT, PLUG & FILL)

SILT FENCESF

STRAW WADDLE INLET BARRIERPAVEMENT CUT AND PERM. REPAIRSPEC.

NO. ITEM UNIT LOCATION #2

12109 GREENWICK DR

604 ABANDON WATER LINE C.Y. 0.25

811 REMOVE WATERLINE L.F. 52.00

STS

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

WM WM

NOTE: TIE TO EX.

GATE VALVE

NOTE: TIE TO EX.

GATE VALVE

BORE & STEEL ENCASEMENT

(8IN CARRIER) - 20 LF

C.R.L. #2 12109

GREENWICK DRIVE

CONST. 8IN PVC WATERLINE (RESTRAINED)

41 LF

CONST. 8IN PVC WATERLINE (RESTRAINED)

17 LF

B2 B3B1 B4

6425 SUDBURY DR 6432 WINCHESTER DR6425 SUDBURY DR 6432 WINCHESTER DR6425 SUDBURY DR 6432 WINCHESTER DR

12025 GREENWICK DR 12101 GREENWICK DR 12109 GREENWICK DR 12117 GREENWICK DR

6425 SUDBURY DR 6432 WINCHESTER DR

W V

T 5

R T

P B

T 3

P 2.

P B

APPROX. LIMITS OF RECEIVING PIT

10' X 10' (REFERENCE ONLY)

APPROX. LIMITS OF BORE PIT

12' X 40' (REFERENCE ONLY)

REMOVE AND REPLACE

CURB & GUTTER - 40 LF

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXX

REMOVE AND REPLACE

CURB & GUTTER - 10 LF

6' (T

PAVEMENT CUT &

PERM. REPAIR - 12 SY

PAVEMENT CUT &

PERM. REPAIR - 3 SY

A N

REBUILD INLET - 1 EA

Profile View of #2 C.R.L. GREENWICK DRIVE

9+75 10+00 11+00

B2 B3

B1 B4

NOTE: TIE TO EX.

GATE VALVE

NOTE: TIE TO EX.

GATE VALVE

4' M

EXISTING SURFACE

BORE & STEEL ENCASEMENT

(8IN CARRIER) - 20 LF

NOTE: RESTRAIN ALL WATERLINE JOINTS, FITTINGS, AND APPURTENANCES.

EX. 8" SANITARY

SEWER

STA. 10+56.43

END BORE & ENCASEMENT

(8IN CARRIER)STA. 10+37.22

BEGIN BORE & ENCASEMENT

(8IN CARRIER)

3' MIN.

(TYP.)

ABANDON

EXISTING 8" WATERLINE

PER AS-BUILT 3063

(NOT FIELD VERIFIED)

EXISTING 6' x 4' RCB

5' MIN.

(TYP.)

STA. 10+33.61

CONSTRUCT

1-8IN X 45 DEGREE BEND (VERT)

FL=1130.17

N=216036.7080 E=2078763.6307

STA. 10+60.03

CONSTRUCT

1-8IN X 45 DEGREE BEND (VERT)

FL=1130.17

N=216063.1300 E=2078763.5007

STA. 10+26.81

CONSTRUCT

1-8IN X 45 DEGREE BEND (VERT)

FL=1136.97

N=216029.9053 E=2078763.6642

STA. 10+66.38

CONSTRUCT

1-8IN X 45 DEGREE BEND (VERT)

FL=1136.52

N=216069.4776 E=2078763.4694

M B

T Z :\1

- W

C-

-E

- P

.D W

SHEET NUMBER

VERIFY SCALE

0 1"

BAR IS ONE INCH ON ORIGINAL

DRAWING. IF NOT ONE INCH ON

THIS SHEET, ADJUST ACCORDINGLY.

R E

S N

D A

E S

C R

O N

YOF

H O M A

BALD

ISC

H W

, L

C E R

T E O

F A

U T H

O R

N N

E X

E S J

U N

010' 10' 20'

Project #: WC-1123

O C

W U

T W

C -1

W A

E R

(5 L

O C

O N

A N

R O

N W

D R

DRAWN BY: ACC

CHECKED BY: BAE

DATE: 6/13/25

GREENWICK DR

C H

R D

B U

R Y

D R

EX. 8" WATERLINE

BORE & STEEL ENCASEMENT

SIDEWALK (4IN)

DRIVEWAY (6IN)

PAVEMENT CUT AND PERM. REPAIR

XXXXXX REMOVE AND REPLACE

CURB & GUTTER

RECONSTRUCTION NOTE:

REMOVAL AND REPLACEMENT OF CURBS,

INLETS, AND/OR ROADWAY PAVEMENT

QUANTIFIED IN CASE OF BORE-RELATED

WORK CONSTRUCTABILITY. CONTRACTOR

TO MAKE EVERY EFFORT NOT TO DISTURB

ROADWAY HARDSCAPES, IF POSSIBLE.

1' MIN.

SPEC.

NO. ITEM UNIT LOCATION #2

12109 GREENWICK DR

252 BORE AND STEEL ENCASEMENT (8IN CARRIER) L.F. 20.00

450 REBUILD INLET EA. 1.00

501 (8 IN) (PVC) WATERLINE PIPE (RESTRAINED JOINT) (DR-14)

WITH 12 GAUGE COPPER TRACER WIRE

L.F. 58.00

501 FITTINGS (8IN X 45 DEGREE BEND) EA. 4.00

812 REMOVE AND REPLACE CURB & GUTTER L.F. 50.00

814 PAVEMENT CUT AND PERMANENT REPAIR S.Y. 15.00

819 ADJUST EXISTING STRUCTURE (PULL BOX) EA. 1.00

840 SOLID SLAB SODDING S.Y. 190.00

SOUTHWOOD TERRACE 2ND

W W W W W W W

XXXXXXXXXXXXXXX

REMOVE WATERLINE (6IN)

42 LF

REMOVE WATERLINE (6IN)

13 LF

ABANDON WATERLINE (6IN)

43 LF (0.33 CY)

10+00

10+96

C.R.L. #3 609 SW

63RD TERRACE

CONST. STRAW WATTLE CURB

INLET BARRIER - 6 LF

SF SF

CONST. SILT FENCE

39 LF

CONST. SILT FENCE

45 LF

609 SW 63RD TER

605 SW 63RD TER

608 SW 63RD TER

SUGGESTED CONCRETE WASHOUT AREA

(INCIDENTAL)

REMOVE AND REPLACE CURB & GUTTER

PAVEMENT CUT & PERMANENT REPAIR

SEE P&P SH. 12

REMOVE AND REPLACE DRIVEWAY

(6IN) - SEE P&P SH. 12

U S

-IN

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

NOTE: SALVAGE EX.

GATE VALVE &

RETURN TO CITY

XXXXXREMOVE WATERLINE (6IN)

6 LF

CONST. SILT FENCE

14 LF

REMOVE AND REPLACE CURB & GUTTER

PAVEMENT CUT & PERMANENT REPAIR

SEE P&P SH. 12

SW 63RD TER

M B

R A

N D

O N

.E V

E R

H A

R T

Z :\1

- W

C -1

W A

E R

E P

E M

E N

C A

N S

\T A

S K

-E

N G

E R

\D R

A W

S \1

- R

E M

O V

.D W

SHEET NUMBER

VERIFY SCALE

0 1"

BAR IS ONE INCH ON ORIGINAL

DRAWING. IF NOT ONE INCH ON

THIS SHEET, ADJUST ACCORDINGLY.

R E

S N

D A

E S

C R

O N

YOF

H O M A

BALDI

H W

ILE

R, LLC

C E R

T E O

F A

U T H

O R

N N

E X

E S J

U N

Project #: WC-1123

O C

W U

T W

C -1

W A

E R

(5 L

O C

O N

S) R

R O

N C

O N

D T

A C

DRAWN BY: ACC

CHECKED BY: BAE

DATE: 6/13/25

DEW

EY AVE

010' 10' 20'

LEGEND

REMOVE AND REPLACE DRIVEWAY (6IN)

XXXXX REMOVE WATERLINE

REMOVE TREE (INCIDENTAL)

ABANDON WATERLINE (CUT, PLUG & FILL)

SILT FENCESF

STRAW WADDLE INLET BARRIERPAVEMENT CUT AND PERM. REPAIRSPEC.

NO. ITEM UNIT LOCATION #3

609 SW 63RD TER

604 ABANDON WATER LINE C.Y. 0.33

811 REMOVE WATERLINE L.F. 61.00

SOUTHWOOD TERRACE 2ND

W W W W

10+00

10+96

NOTE: SALVAGE EX.

GATE VALVE &

RETURN TO CITY

NOTE: TIE TO EX.

GATE VALVE

BORE & STEEL ENCASEMENT

(6IN CARRIER) - 36 LF

C.R.L. #3 609 SW

63RD TERRACE

CONST. 6IN PVC WATERLINE

(RESTRAINED) - 45 LF

CONST. 6IN PVC WATERLINE

(…

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File details come from the government source that posted it. Updated Jul 30, 2025.