WC-1114 PLANS.pdf

PDF 31 MB Posted Jul 30, 2025

Attached to: Waterline Replacement State and local contract opportunity
Solicitation number: WC-1114
Issued by: Oklahoma County, Hobart City, Oklahoma

About this file

Written by GovTribe AI · Jul 30, 2025

The document is a project specification file for a Waterline Replacement project issued by the City of Oklahoma City, detailing comprehensive construction requirements and guidelines for a water infrastructure improvement project. The project involves waterline construction with specific technical specifications, including requirements for construction methods, materials, utility coordination, traffic control, erosion management, and surveying. The contractor must obtain necessary permits, including a Storm Water Quality Permit, and comply with Americans with Disabilities Act (ADA) requirements, Oklahoma City standard specifications, and various local and state regulations.

Key technical requirements include contractor responsibilities for protecting existing structures, verifying underground utilities, managing traffic control, implementing erosion control measures, and maintaining proper sodding and landscaping. The project mandates strict adherence to safety protocols, including OSHA trench and excavation plans, utility damage prevention, and coordination with Oklahoma One-Call System. Financial aspects include incidental work being included in bid items, with no additional payments approved for unspecified work. The contractor must also submit pre-construction and post-construction documentation, provide GPS as-built surveys, and comply with water conservation program restrictions specific to Oklahoma City.

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Other files attached to Waterline Replacement, newest first.
File	Type	Posted
Anti Noncollusion Affidavit.pdf	PDF	Jul 30, 2025
SPECS_WC-1114.pdf	PDF	Jul 30, 2025
Business Relationship Affidavit.pdf	PDF	Jul 30, 2025

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1. ALL CONSTRUCTION PERFORMED AND MATERIALS SUPPLIED SHALL CONFORM TO THE PLANS AND/OR PROJECT SPECIFICATIONS. ANY WORK NOT COVERED, IN THE PLANS OR SPECIFICATIONS SHALL CONFORM TO THE OKLAHOMA CITY "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF PUBLIC

IMPROVEMENTS" AND/OR DETAILS.

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. ALL OTHER ITEMS NOT SPECIFICALLY IDENTIFIED IN THE SUMMARY OF PAY ITEMS BUT NECESSARY FOR THE WORKING COMPLETION OF THIS PROJECT SHALL BE INCIDENTAL TO OTHER ITEMS OF WORK. NO

ADDITIONAL PAYMENT SHALL BE CLAIMED OR APPROVED.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING STRUCTURES, FENCES, AND

LANDSCAPING NOT SHOWN TO BE REMOVED AND SHALL BE RESPONSIBLE FOR THE COST OF ANY

REPAIRS TO THESE ITEMS UPON COMPLETION OF CONSTRUCTION.

6. 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.

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

ALL EXISTING ADA IMPROVEMENTS DAMAGED OR DISTURBED DURING CONSTRUCTION.

8. 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 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WORK ORDERS, AND PERMITS

REQUIRED BY THE CITY.

C. A NOTICE OF INTENT (NOI) SHOULD BE SUBMITTED 30 DAYS PRIOR TO THE INITIAL DISTURBANCE

OF SOILS.

D. ALL LAND DISTURBING ACTIVITIES INSIDE OKC CITY LIMITS MUST OBTAIN A LAND DISTURBING

ACTIVITY PERMIT WITH STORM WATER QUALITY MANAGEMENT DIVISION. ADDITIONALLY,

CONSTRUCTION ACTIVITIES THAT RESULT IN LAND DISTURBANCE EQUAL TO OR GREATER THAN

ONE (1) ACRE, OR LESS THAN ONE (1) ACRE IF THEY ARE PART OF A LARGER COMMON PLAN OF

DEVELOPMENT OR SALE THAT TOTALS AT LEAST ONE (1) ACRE, MUST OBTAIN AUTHORIZATION

TO DISCHARGE STORMWATER UNDER THE STATE OF OKLAHOMA DEPARTMENT OF

ENVIRONMENTAL QUALITY OPDES CONSTRUCTION GENERAL PERMIT OKR10.

E. STORM WATER QUALITY PERMIT MUST BE OBTAINED BEFORE A WORK ORDER IS RELEASED.

F. COST OF OBTAINING A STORM WATER DISCHARGE PERMIT SHALL BE INCLUDED IN THE PRICE BID

FOR OTHER ITEMS. A STORM WATER DISCHARGE PERMIT IS REQUIRED BEFORE ANY LAND

DISTURBING ACTIVES CAN BEGIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIRS &

REPLACEMENT OF ALL EROSION CONTROL MEASURES.

G. THE CONTRACTOR MUST SUBMIT AN OSHA TRENCH AND EXCAVATION PLAN SIGNED AND SEALED

BY A LICENSED P.E. IN THE STATE OF OKLAHOMA.

H. 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.

I. SEE SPECIAL PROVISIONS IN THE SPECIFICATION BOOK FOR ADDITIONAL SUBMITTAL

REQUIREMENTS.

J. THE USGS 7.5 MINUTES QADRANGLE SHEETS INDICATE THE "WATERS OF THE UNITED STATES" AND "WETLANDS" EXIST WITHIN THIS PROJECT AREA. THE ISSUE OF "WATERS OF THE UNITED

STATES" AND "WETLANDS" FALLS UNDER THE CORP OF ENGINEERS (COE) TULSA DISTRICT

REGULATORY DIVISION, BUT THE CITY IS OBLIGATED TO ENSURE THAT ALL NECESSARY STATE AND FEDERAL PERMITS HAVE BEEN OBTAINED, PURSUIT TO 44 CFR 60.3 THEREFORE, THE APPLICANT

IS REQUIRED TO SUBMIT DOCUMENTATION FROM THE COE SHOWING COE APPROVAL FOR

PROPOSED WORK.

K. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING AND SUBMITTING PRE-CONSTRUCTION

AND POST-CONSTRUCTION DVD'S OF THE PROJECT EXTENTS.

9. SURVEY REQUIREMENTS

A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION STAKING. STAKING MUST BE

DONE BY A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF OKLAHOMA

WHICH WILL BE VERIFIED AT PRE-WORK CONFERENCE.

B. CONTRACTOR SHALL FURNISH A DRAWING FILE OF (GPS) AS BUILT SURVEY, WITH LINE WORK

REPRESENTING ALL ABOVE GROUND IMPROVEMENTS, WITH FIELD NOTES, INCLUDING ALL

BELOW GROUND IMPROVEMENTS, AND QUANTITIES TO THE ENGINEER UPON COMPLETION OF

THE PROJECT.

C. PLANIMETRIC DATA WAS PROVIDED BY THE CITY OF OKLAHOMA CITY PUBLIC WORKS AND

UTILITIES DEPARTMENT FROM THEIR GIS DATABASE. ALL EXISTING TOPOGRAPHIC FEATURES AND

UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE LOCATIONS AND ARE NOT FIELD

VERIFIED, UNLESS OTHERWISE NOTED. THE CITY AND THE ENGINEER MAKE NO WARRANTY,

REPRESENTATION, OR GUARANTEE AS TO THE CONTENT, SEQUENCE, ACCURACY, TIMELINESS, OR

COMPLETENESS OF ANY OF THE SURVEY OR GIS DATA PROVIDED HEREIN. THE CONTRACTOR IS

RESPONSIBLE FOR FIELD VERIFICATION OF PLANIMETRIC DATA (I.E. SANITARY SEWER LINES &

SERVICES, WATER LINES & SERVICES, UNDERGROUND UTILITY LINES & SERVICES) AND

TOPOGRAPHIC FEATURES, AND SHALL COORDINATE WITH CITY OF OKLAHOMA CITY AND

ENGINEER IF DISCREPANCIES ARE FOUND. CONTRACTORS RECEIVING THIS INFORMATION

ACKNOWLEDGE THAT ANY USE OF THIS INFORMATION WILL BE AT THEIR OWN RISK AND AGREE

TO HOLD HARMLESS THE CITY AND THE ENGINEER FROM ANY LIABILITY OR DAMAGES THAT

RESULT FROM THE USE OF THIS INFORMATION.

10. UTILITY REQUIREMENTS

A. IN ACCORDANCE WITH THE OKLAHOMA UNDERGROUND FACILITIES DAMAGE PREVENTION ACT

THE CONTRACTOR MUST NOTIFY THE OKLAHOMA ONE-CALL SYSTEM, INC. 48 HOURS PRIOR TO

BEGINNING EXCAVATION. OKLAHOMA ON-CALL SYSTEM, INC. "CALL OKIE" 1-800-522-6543 OR 811.

B. CONTRACTOR IS RESPONSIBLE FOR CONTACTING AND COORDINATING WITH ALL PUBLIC OR

PRIVATE UTILITY COMPANIES IN THE VICINITY OF CONSTRUCTION.

C. CONTRACTOR MUST FIELD VERIFY ALL EXISTING UTILITIES AND DEPTH PRIOR TO CONSTRUCTION BY MEANS OF UTILITY SURVEY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR

REPAIR OF ALL PRIVATE & PUBLIC UTILITIES DAMAGED DURING CONSTRUCTION PER OKC

STANDARD SPECIFICATION SECTION 109.

D. UTILITY POTHOLING MUST BE PERFORMED BY HYDROVAC OR ALTERNATIVE METHOD AS

APPROVED BY THE ENGINEER.

E. UTILITY CROSSINGS SHOWN ARE BASED ON AS-BUILT AND ARE APPROXIMATE.

11. 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. EMAIL

WORKZONES@OKC.GOV TO OBTAIN AN APPLICATION.

B. THE 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 BARRICADS OR

MODIFYING EXISTING TRAFFIC CONTROL DEVICES.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER BARRICADES, LIGHTS, AND SIGNING

WITHIN THE LIMITS OF CONSTRUCTION. ALL CONSTRUCTION SIGNING WILL BE DONE

ACCORDING TO STANDARDS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES, (CURRENT EDITION), AND AS SHOWN ON TEMPORARY TRAFFIC CONTROL STANDARDS

DRAWINGS IF PROVIDED.

D. STREET CROSSING CONSTRUCTION SHALL BE ACCOMPLISHED 1/2 WIDTH AT A TIME WHERE NO

ROADWAY SHALL BE COMPLETELY CLOSED.

E. ALL TEMPORARY TRAFFIC CONTROL DEVICES MUST MEET ODOT'S "QUALITY STANDARDS FOR

TEMPORARY TRAFFIC CONTROL DEVICES." CHANNELIZING DEVICES SHALL HAVE A MINIMUM

HEIGHT OF 36 INCHES. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF THE

TEMPORARY TRAFFIC CONTROL DEVICES, AND IS RESPONSIBLE FOR REPAIRING OR REPLACING

ANY DEVICE DURING CONSTRUCTION.

F. 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.

G. THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REPLACEMENT AND/OR REPAIR OF ALL

TRAFFIC CONTROL DEVICES AND APPURTENANCES DAMAGED OR DISTURBED DURING

CONSTRUCTION.

H. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF ALL PAVEMENT

MARKING THAT WILL BE IN CONFLICT WITH PROPOSED WORK.

12. GRADING

A. CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO DRAIN AS GOOD

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.

13. EROSION

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

AVAILABLE TO INSPECTOR UPON REQUEST.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIR, OR REPLACEMENT

OF ALL EROSION CONTROL DEVICES.

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 OR MATCH EXISTING SODDING.

H. PLACE SOD IN A POSITION PERPENDICULAR TO ALL SLOPES. STAKE IN PLACE AS NEEDED.

I. ROLL SODDED AREAS TWICE WITH WATER FILLED HAND ROLLER, NOT EXCEEDING 250 LBS. EACH

ROLLING PERPENDICULAR TO EACH OTHER.

J. WATER SUFFICIENTLY TO MOISTEN GRASS AND SOIL. DO NOT OVER-WATER, CAUSING EROSION.

REPAIR DAMAGED OR ERODED AREA AS SPECIFIED.

K. 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.

L. 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.

M. 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 REQUIRMENTS

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 FO THE

VARIANCE.

N. 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.

O. THE CONTRACTOR MAY BE REQUIRED TO INSTALL ADDITIONAL EROSION CONTROL DEVICES

BEFORE WATERLINE FLUSHING ACTIVITIES TO MINIMIZE EROSION AND TO REMAIN IN

COMPLIANCE WITH LOCAL & FEDERAL NPDES PERMIT REQUIREMENTS. WATERLINE FLUSHING TO

THE STORM DRAINAGE SYSTEM OR TO WATERS OF THE COMMUNITY IS ALLOWABLE PROVIDED

THAT THERE IS NO MEASURABLE AMOUNT OF RESIDUAL CHLORINE (DEFINED AS <0.1 MG/L).

P. UPON COMPLETION OF LAND DISTURBING ACTIVITIES, PERMITTEE MUST STABILIZE THE ENTIRE

SITE BY PLANTING, GROWING AND ESTABLISHING A UNIFORM PERENNIAL VEGETATIVE COVER

UNTIL A DENSITY OF AT LEAST 70 PERCENT OF THE NATIVE BACKGROUND COVER HAS BEEN

ESTABLISHED FOR ALL UNPAVED AREAS.

14. AGGREGATE

A. TYPE "A" AGGREGATE BACKFILL SHALL BE PLACED IN ALL DITCHES UP TO GROUND LEVEL WHERE LINES CROSS UNDER PROPOSED OR EXISTING PAVING. TYPE "A" AGGREGATE BACKFILL SHALL BE

COMPACTED IN ACCORDANCE WITH THE CITY OF OKLAHOMA CITY STANDARD SPECIFICATIONS,

FULL COMPACTION OF 95% STANDARD PROCTOR DENSITY. THE MAXIMUM PAY QUANTITY

REQUIRED TO FILL A NEAT MINMUM WIDTH DITCH, LISTED IN THE TRENCH WIDTH DETAIL, FROM THE FLOWLINE 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. ODOT TYPE A AGGREGATE WILL NOT BE PAID DIRECTLY, COST SHALL BE INCLUDED IN OTHER

ITEMS. THE WATER MAIN AT DRIVEWAY AND PAVEMENT CUT REPAIR LOCATIONS SHALL BE

BACKFILLED WITH ODOT TYPE A AGGREGATE.

15. 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.

GENERAL CONSTRUCTION NOTES:

Project #: WC-1114

DRAWN BY: ACC

CHECKED BY: AOW

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GENERAL CONSTRUCTION NOTES FOR WATER:

1. 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.

2. 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.

3. THE CONTRACTOR SHALL MAINTAIN A MARKED UP SET OF DRAWINGS TO BE SUBMITTED TO THE OWNER AND

ENGINEER AT THE END OF THE PROJECT.

TRAFFIC CONTROL REQUIREMENTS

4. THE CONTRACTOR SHALL MAINTAIN ACCESS ON ALL STREETS AND TO RESIDENCES.

ADDITIONAL REQUIREMENTS

5. 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.

6. 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.

WATER GENERAL NOTES:

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

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

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

10. 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.

11. 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.

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

THE FLOWLINE ELEVATION OF EXISTING WATER MAINS.

13. 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 6AM FOR COMMERCIAL AND INDUSTRUAL 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.

14. 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.

15. 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 WITH 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.

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

WATERLINE.

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

18. 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.

19. 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.

20. 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.

21. 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.

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

23. 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.

24. 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 TOP NUT

REMOVED FROM THE VALVE. THE COST OF THIS WORK IS CONSIDERED INCIDENTAL.

25. 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.

26. THRUST BLOCKS ARE NOT REQUIRED ON THIS PROJECT UNLESS SPECIFIED.

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

THE COST OF THOSE PAY ITEMS.

28. RESTRAINED JOINTS SHALL BE REQUIRED ON ALL PIPE JOINTS WITHIN THE AREAS DIMMENSIONED ON THE PLANS.

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

30. ALL STAINLESS STEEL TAPPING SLEEVES MUST BE TYPE 316 STAINLESS STEEL, AND TYPE 316 STAINLESS STEEL

BOLTS & NUTS OR XYLAN COATED.

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

32. 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, TAPING 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.

33. 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.

34. 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.

35. THE CONTRACTOR SHALL NOTIFY OCWUT UPON DISCOVERY OF ANY LEAD WATER SERVICE LINE ON THE PUBLIC

OR PRIVATE SIDE OF THE METER.

36. ALL VERTICAL AND HORIZONTAL FITTINGS REQUIRE MECHANICAL JOINT RESTRAINTS PER CITY OF OKLAHOMA

CITY SPECIFICATIONS.

37. WATER METERS AND FIRE HYDRANTS MUST SIT WITHIN THE ROW OR UTILITY EASEMENT LOCATED IN A GRASSED

AREA OUTSIDE OF PAVING FOR SIDEWALKS, STREETS, & DRIVEWAYS.

1. PAY ITEM TO INCLUDE ANY REQUIRED MEGALUG FITTINGS.

2. PAY ITEM MUST ENSURE PAVING MATCHES EXISTING PAVEMENT AT THE SITE. UNIFORM CUT AND REPAIR AND

EXPANSION JOINT BETWEEN NEW & EXISTING CONCRETE.

PAY ITEM NOTES:

WC-1114 SUMMARY OF PAY ITEMS

ITEM

NO.

SPEC.

NO. ITEM NOTE UNIT ESTIMATED QUANTITY AS-BUILT

1 109 COLOR AUDIO/VIDEO RECORDING, PRE & POST CONSTRUCTION

(RECORDED DIGITALLY ON DVD)

L.S. 1.00

2 109 SEDIMENT & EROSION CONTROL L.S. 1.00

3 252 BORING- CASING (8 IN CARRIER) L.F. 83.00

4 501 (8 IN) (PVC) WATERLINE PIPE (RESTRAINED JOINT) (DR-14) WITH 12

GAUGE COPPER TRACER WIRE

1 L.F. 529.00

5 501 (6 IN) (PVC) WATERLINE PIPE (RESTRAINED JOINT) (DR-14) WITH 12

GAUGE COPPER TRACER WIRE

1 L.F. 1331.00

6 501 FITTINGS (8 IN X 6 IN TEE) 1 EA. 1.00

7 501 FITTINGS (8 IN X 45 DEGREE BEND) 1 EA. 10.00

8 501 FITTINGS (8 IN X 22.5 DEGREE BEND) 1 EA. 1.00

9 501 FITTINGS (8 IN X 11.25 DEGREE BEND) 1 EA. 3.00

10 501 FITTINGS (8 INCH SOLID SLEEVE) 1 EA. 3.00

11 501 WET CONNECTION (8 IN) 1 EA. 2.00

12 501 FITTINGS (6 IN X 45 DEGREE BEND) 1 EA. 7.00

13 501 FITTINGS (6 INCH X 22.25 DEGREE BEND) 1 EA. 4.00

14 501 FITTINGS (6 INCH X 11.25 DEGREE BEND) 1 EA. 13.00

15 501 FITTINGS (6 IN X 6 IN TEE) 1 EA. 5.00

16 501 FITTINGS (6 IN SOLID SLEEVE) 1 EA. 3.00

17 503 SINGLE SHORT SERVICE (SIZE) EA. 9.00

18 503 SINGLE LONG SERVICE (SIZE) EA. 6.00

19 507 FIRE HYDRANT ASSEMBLY EA. 3.00

20 511 6 IN GATE VALVE AND VALVE BOX 1 EA. 6.00

21 513 HYDROSTATIC PRESSURE TESTING AND DISINFECTION L.S. 1.00

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

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

24 802 CONSTRUCTION SIGNING & TRAFFIC CONTROL L.S. 1.00

25 809 MOBILIZATION L.S. 1.00

26 812 REMOVE AND REPLACE CURB & GUTTER L.F. 1568.00

27 814 PAVEMENT CUT AND REPAIR 2 S.Y. 2735.00

28 840 SOLID SLAB SODDING S.Y. 60.00

CHECKED: 6/9/2025

DRAWN BY: ACC

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Project#: WC-1114

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:

LATITUDE & LONGITUDE

OF CENTER OF PROJECT:

LOCATED IN A TMDL: YES NO

YES NOLAKE THUNDERBIRD TMDL:

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 CHISOLM CREEK

SENSITIVE WATERS OR WATERSHEDS: YES NO

YES NO303 (d) IMPAIRED WATERS:

CHISOLM CREEKNAME 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

NITRATE

LINE A: MULHOLLAND DR BETWEEN 1800 MULHOLLAND DR & 1700 MULHOLLAND DR

LINE B: WOODY CREEK DR BETWEEN 18725 WOODY CREEK DR & 18833 WOODY CREEK DR

LINE C: WOODY CREEK DR CUL DE SAC BETWEEN 18801 WOODY CREEK DR & 18825 WOODY CREEK DR

LINE D: SADDLE RIVER RD BETWEEN 18816 SADDLE RIVER RD & 18700 SADDLE RIVER RD

WATER LINES WILL BE REPLACED TO BE SET BESIDE THE WATER LINE TO BE ABANDONED IN THE SAME TRENCH

GRAINOLA ASHPORT, IRONMOUND-COYLE COMPLEX, KINDGISHER

-IRONMOUND COMPLEX, RENTHIN SILT LOAM, RENFROW

SILT LOAM, RENTHIN SILT LOAM

0.1 ACRE

LAT: 35°39'42" N / LONG: 97°32'32" W

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SURVEY LEGEND

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UTILITY STATEMENT:

THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD

SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR & ENGINEER

MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN

COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR

ABANDONED. THE SURVEYOR & ENGINEER FURTHER DOES NOT WARRANT

THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION

INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS

ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR

& ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.

CONTRACTOR IS RESPONSIBLE IN VERIFYING LOCATION OF UTILITIES.

MULHOLLAND DR.

SADDLE

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CONST. SILT FENCE

325 LF

CONST. SILT FENCE

325 LF

CONST. SILT FENCE

45 LF

CONST. SILT FENCE

120 LF

CONST. SILT FENCE

70 LF

CONST. SILT FENCE

111 LF

CONST. SILT FENCE

17 LF

CONST. SILT FENCE

82 LF

CONST. SILT FENCE

28 LF

CONST. SILT FENCE

87 LF

CONST. SILT FENCE

134 LF

CONST. SILT FENCE

129 LF

CONST. SILT FENCE

81 LF

CONST. SILT FENCE

100 LF

CONST. SILT FENCE

145 LF

CONST. SILT FENCE

57 LF

CONST. SILT FENCE

61 LF

CONST. TEMPORARY CURB INLET

SEDIMENT FILTER 16 LF

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SEDIMENT FILTER 16 LF

CONST. TEMPORARY CURB INLET

SEDIMENT FILTER 16 LF

SF SF

SF SF SF SF

CONST. SILT FENCE

145 LF

CONST. SILT FENCE

135 LF

CONST. SILT FENCE

43 LF

CONST. SILT FENCE

69 LF

CONST. TEMPORARY CURB INLET

SEDIMENT FILTER 16 LF

CONST. TEMPORARY CURB INLET

SEDIMENT FILTER 16 LF

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LEGEND

SILT FENCESF

ROCK BAG INLET BARRIER

DRAWN BY: ACC

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Project WC-1114

MULHOLLAND DR

D R

SADDLE RIVER DR

AutoCAD SHX Text

BM #1

AutoCAD SHX Text

ELEV=1097.65

AutoCAD SHX Text

CUT "X" S.E. NOSE OF ISLAND ON

AutoCAD SHX Text

WOODY CREEK DR.

AutoCAD SHX Text N= 240985.669, 2104641.190

AutoCAD SHX Text

BM #2

AutoCAD SHX Text

ELEV= 1092.21

AutoCAD SHX Text

CUT "X" ON N.W. NOSE OF SMALL

AutoCAD SHX Text

ISLAND ON SADDLE RIVER RD.

AutoCAD SHX Text N= 241572.708, 2104423.510

AutoCAD SHX Text

CUT "X" ON CONCRETE RIM OF

AutoCAD SHX Text

MANHOLE IN N.E. CORNER OF PARK

AutoCAD SHX Text

BM #3

AutoCAD SHX Text

ELEV=1092.21

AutoCAD SHX Text N= 240798.876, 2103763.125

AutoCAD SHX Text

ON MULHOLLAND DR.

STS

STSG

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MULHOLLAND DR.

W W

SUGGESTED CONCRETEWASHOUT AREA(INCIDENTAL)

1800 MULHOLLAND DR 1702 MULHOLLAND DR

18701 WOODY CREEK DR

18700 OTTER CREEK DR

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

PROTECT EX. INLET

REMOVE & REPLACE

CURB & GUTTER 93 LF

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

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REMOVE EXISTINGCONCRETE TONEAREST JOINT

REMOVE EXISTING

CONCRETE TO

NEAREST JOINT

REMOVE EXISTING

CONCRETE TO

NEAREST JOINT

REMOVE & REPLACECONCRETE PAVEMENT

151 S.Y.

REMOVE EXISTING CONCRETE TO

NEAREST CENTER LINE JOINT

REMOVE & REPLACECONCRETE PAVEMENT166 S.Y.

CHECKED: 6/9/2025

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LEGEND

XXXXXXXXXXXXXXXXXX REMOVE CURB & GUTTER

REMOVE PAVEMENT

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NOTES

1. REMOVE AND REPLACE EXISTING

8-INCH WATER LINE.

MULHOLLAND DR

AutoCAD SHX Text

BM #1

AutoCAD SHX Text

ELEV=1097.65

AutoCAD SHX Text

CUT "X" S.E. NOSE OF ISLAND ON

AutoCAD SHX Text

WOODY CREEK DR.

AutoCAD SHX Text N= 240985.669, 2104641.190

AutoCAD SHX Text

BM #2

AutoCAD SHX Text

ELEV= 1092.21

AutoCAD SHX Text

CUT "X" ON N.W. NOSE OF SMALL

AutoCAD SHX Text

ISLAND ON SADDLE RIVER RD.

AutoCAD SHX Text N= 241572.708, 2104423.510

AutoCAD SHX Text

CUT "X" ON CONCRETE RIM OF

AutoCAD SHX Text

MANHOLE IN N.E. CORNER OF PARK

AutoCAD SHX Text

BM #3

AutoCAD SHX Text

ELEV=1092.21

AutoCAD SHX Text N= 240798.876, 2103763.125

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

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XX XX

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EXISTING 6-INCH

WATERLINE TO BE

ABANDONED IN PLACE

ABANDON 6-INCH

WATER LINE

REMOVE & REPLACE

CONCRETE PAVEMENT 1013 SY

ABANDON 6-INCH

WATER LINE

REMOVE & REPLACE

CURB & GUTTER 112 LF

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CURB & GUTTER 121 LF

REMOVE & REPLACE

CURB & GUTTER 75 LF

REMOVE & REPLACE

CURB & GUTTER 92 LF

REMOVE & REPLACE

CURB & GUTTER 143 LF

REMOVE & REPLACE

CURB & GUTTER 80 LF

REMOVE & REPLACE

CURB & GUTTER 63 LF

REMOVE & REPLACE

CURB & GUTTER 22 LF

REMOVE & REPLACE

CURB & GUTTER 44 LF

REMOVE & REPLACE

CURB & GUTTER 41 LF

REMOVE & REPLACE

CURB & GUTTER 49 LF

REMOVE & REPLACE

CONCRETE PAVEMENT 572 SY

EXISTING 6-INCH

WATERLINE TO BE

ABANDONED IN PLACE

EXISTING 6-INCH

WATERLINE TO BE

ABANDONED IN PLACE

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

18717 WOODY CREEK DR

18725 WOODY CREEK DR

18801 WOODY CREEK DR

18809 WOODY CREEK DR

18817 WOODY CREEK DR

18825 WOODY CREEK DR

18833 WOODY CREEK DR

18716 WOODY CREEK DR

18800 WOODY CREEK DR

18816 WOODY CREEK DR

18832 WOODY CREEK DR

GROUT FILL

WATERLINE UNDER

ROADWAY 0.12 CY

CHECKED: 6/9/2025

O C

W U

T W

C -1

W A

E R

- V A

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S R

W O

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M A

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G 7/

A M A

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SHEET NUMBER

VERIFY SCALE

0 1"

BAR IS ONE INCH ON ORIGINAL

DRAWING. IF NOT ONE INCH ON

THIS SHEET, ADJUST ACCORDINGLY.

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DRAWN BY: ACC

CHECKED BY: AOW

SHEET NUMBER

VERIFY SCALE

0 1"

BAR IS ONE INCH ON ORIGINAL

DRAWING. IF NOT ONE INCH ON

THIS SHEET, ADJUST ACCORDINGLY.

R E

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Project#: WC-1114

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

LEGEND

XXXXXXXXXXXXXXXXXX REMOVE CURB & GUTTER

REMOVE PAVEMENT

XXXXXXXXX REMOVE WATERLINE

NOTES

1. CUT AND CAP EXISTING 6-INCH

WATER LINE AFTER PROPOSED

6-INCH WATER LINE IS INSTALLED.

2. ACCOUNT FOR FULL LANE

PAVEMENT REMOVAL AND

REPLACEMENT.

3. REMOVAL AND REPLACEMENT OF

PAVEMENT MUST MATCH EXISTING.

WOODY CREEK DR

AutoCAD SHX Text

BM #1

AutoCAD SHX Text

ELEV=1097.65

AutoCAD SHX Text

CUT "X" S.E. NOSE OF ISLAND ON

AutoCAD SHX Text

WOODY CREEK DR.

AutoCAD SHX Text N= 240985.669, 2104641.190

AutoCAD SHX Text

BM #2

AutoCAD SHX Text

ELEV= 1092.21

AutoCAD SHX Text

CUT "X" ON N.W. NOSE OF SMALL

AutoCAD SHX Text

ISLAND ON SADDLE RIVER RD.

AutoCAD SHX Text N= 241572.708, 2104423.510

AutoCAD SHX Text

CUT "X" ON CONCRETE RIM OF

AutoCAD SHX Text

MANHOLE IN N.E. CORNER OF PARK

AutoCAD SHX Text

BM #3

AutoCAD SHX Text

ELEV=1092.21

AutoCAD SHX Text N= 240798.876, 2103763.125

XXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

W M

G G

W M W M

G G

SADDLE RIVER DR.

BLK "E"

W W

W W W W W W W W

W W

G G

G G G G G G G

G G

PLAT OF MULHOLLAND

XXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXX XXXXX XXX XXX XXXXXXXXXXXXXX XXXXXXXXX

XXXXXXXXXXX XXXX XXXXXXX XXXX XXXX XXXXXXX XXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXX

XXXXXXX XXXX XX X

XXXXXXXXXXXXXXXXXXXX XX X X XXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

REMOVE & REPLACE

CURB & GUTTER 51 LF

REMOVE & REPLACE

CURB & GUTTER 106 LF

REMOVE & REPLACE

CURB & GUTTER 63 LF

REMOVE & REPLACE

CURB & GUTTER 107 LF

REMOVE & REPLACE

CURB & GUTTER 16 LF

REMOVE & REPLACE

CURB & GUTTER 81 LF

REMOVE & REPLACE

CURB & GUTTER 32 LF

REMOVE & REPLACE

CURB & GUTTER 62 LF

EXISTING 6-INCH

WATERLINE TO BE

ABANDONED IN PLACE

EXISTING 8-INCH

WATERLINE TO BE

ABANDONED IN PLACE

ABANDONED 6-INCH

WATER LINE

ABANDON 8-INCH

WATER LINE

REMOVE & REPLACE

CONCRETE PAVEMENT 833 SY

XXXXX X X

18832 WOODY CREEK DR

18709 SADDLE RIVER RD

18801 SADDLE RIVER RD

18700 WOODY CREEK DR

18708 WOODY CREEK DR

18800 SADDLE RIVER DR

18808 SADDLE RIVER DR

18816 SADDLE RIVER DR

CHECKED: 6/9/2025

O C

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C -1

W A

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C-

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-E

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SHEET NUMBER

VERIFY SCALE

0 1"

BAR IS ONE INCH ON ORIGINAL

DRAWING. IF NOT ONE INCH ON

THIS SHEET, ADJUST ACCORDINGLY.

R E

O F T H E

YOF

O K

L A H O M A

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BAL

H W

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C E R

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F A

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N N

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DRAWN BY: ACC

CHECKED BY: AOW

SHEET NUMBER

VERIFY SCALE

0 1"

BAR IS ONE INCH ON ORIGINAL

DRAWING. IF NOT ONE INCH ON

THIS SHEET, ADJUST ACCORDINGLY.

R E

O F T H E

YOF

O K

L A H O M A

N O

D E

S C

BAL

H W

, L

C E R

T E O

F A

U T H

O R

N N

E S J

U N

Project#: WC-1114

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

LEGEND

XXXXXXXXXXXXXXXXXX REMOVE CURB & GUTTER

REMOVE PAVEMENT

XXXXXXXXX REMOVE WATERLINE

NOTES

1. CUT AND CAP EXISTING 6-INCH AND

8-INCH WATER LINES AFTER

PROPOSED 6-INCH AND 8-INCH

WATER LINES ARE INSTALLED.

SADDLE RIVER DR

AutoCAD SHX Text

BM #1

AutoCAD SHX Text

ELEV=1097.65

AutoCAD SHX Text

CUT "X" S.E. NOSE OF ISLAND ON

AutoCAD SHX Text

WOODY CREEK DR.

AutoCAD SHX Text N= 240985.669, 2104641.190

AutoCAD SHX Text

BM #2

AutoCAD SHX Text

ELEV= 1092.21

AutoCAD SHX Text

CUT "X" ON N.W. NOSE OF SMALL

AutoCAD SHX Text

ISLAND ON SADDLE RIVER RD.

AutoCAD SHX Text N= 241572.708, 2104423.510

AutoCAD SHX Text

CUT "X" ON CONCRETE RIM OF

AutoCAD SHX Text

MANHOLE IN N.E. CORNER OF PARK

AutoCAD SHX Text

BM #3

AutoCAD SHX Text

ELEV=1092.21

AutoCAD SHX Text N= 240798.876, 2103763.125

9.5'

9.4'

9.5'

10' 2'7.

' 10'

6.2'

10'

2'2'

2.5'

3.5'

6' 12'

12'

'12' 10'

' 10'

' 10.3' 12' 12'

12'

' 12'

D D D

D D D D D D D D D D D D D D D D D D

A D

D D

5.1' 5.1' 6'

2' 2'

2.3'

12'

' 12'

' 9.7' 12'

' 12'

'12' 12'

' 12'

' 10.5'

' 10.3' 12'

' 12'

' 14' 14 ' 12'

' 13.9'

D D D D D D D D D D D D D D D D D D D D D D

2' 2'

CHECKED: 6/9/2025

O C

W U

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C -1

W A

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U S

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PM A

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-E

- J

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PM A

- W C-

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-E

- J

W G

SHEET NUMBER

VERIFY SCALE

0 1"

BAR IS ONE INCH ON ORIGINAL

DRAWING. IF NOT ONE INCH ON

THIS SHEET, ADJUST ACCORDINGLY.

R E

O F T H E

YOF

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BAL

H W

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C E R

T E O

F A

U T H

O R

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E S J

U N

DRAWN BY: ACC

CHECKED BY: AOW

SHEET NUMBER

VERIFY SCALE

0 1"

BAR IS ONE INCH ON ORIGINAL

DRAWING. IF NOT ONE INCH ON

THIS SHEET, ADJUST ACCORDINGLY.

R E

O F T H E

YOF

O K

L A H O M A

N O

D E

S C

BAL

H W

, L

C E R

T E O

F A

U T H

O R

N N

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U N

Project#: WC-1114

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

JOINT LEGEND

G G

WMWM

DYH

STS

W W

W W W W

W W

W W W

W W

G G

G G G G

G G

MULHOLLAND DR

W O

SADDLE RIVER DR

PM A

- W C-

W L

-E

- F

W G

PM A

- W C-

W L

-E

- F

W G

CHECKED: 6/9/2025

O C

W U

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C -1

W A

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U S

O N

R E

H D

N T

C O

A G

E M

A P

SHEET NUMBER

VERIFY SCALE

0 1"

BAR IS ONE INCH ON ORIGINAL

DRAWING. IF NOT ONE INCH ON

THIS SHEET, ADJUST ACCORDINGLY.

R E

O F T H E

YOF

O K

L A H O M A

N O

D E

S C

BAL

H W

, L

C E R

T E O

F A

U T H

O R

N N

E S J

U N

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

DRAWN BY: ACC

CHECKED BY: AOW

Project WC-1114

LEGEND

EX. FIRE HYDRANT

REPLACE EX.

FIRE HYDRANT

EX. FIRE HYDRANT

PROPOSED FIRE

HYDRANT

PROPOSED FIRE

HYDRANT

AutoCAD SHX Text

BM #1

AutoCAD SHX Text

ELEV=1097.65

AutoCAD SHX Text

CUT "X" S.E. NOSE OF ISLAND ON

AutoCAD SHX Text

WOODY CREEK DR.

AutoCAD SHX Text N= 240985.669, 2104641.190

AutoCAD SHX Text

BM #2

AutoCAD SHX Text

ELEV= 1092.21

AutoCAD SHX Text

CUT "X" ON N.W. NOSE OF SMALL

AutoCAD SHX Text

ISLAND ON SADDLE RIVER RD.

AutoCAD SHX Text N= 241572.708, 2104423.510

AutoCAD SHX Text

CUT "X" ON CONCRETE RIM OF

AutoCAD SHX Text

MANHOLE IN N.E. CORNER OF PARK

AutoCAD SHX Text

BM #3

AutoCAD SHX Text

ELEV=1092.21

AutoCAD SHX Text N= 240798.876, 2103763.125

AutoCAD SHX Text

ON MULHOLLAND DR.

AutoCAD SHX Text

EXISTING HYDRANT SPACING

AutoCAD SHX Text

(250' RADIUS, RESIDENTIAL)

AutoCAD SHX Text

PROPOSED HYDRANT SPACING

(250' RADIUS, RESIDENTIAL)

10+00 11+00 12+00

STA. 10+06.69

CONSTRUCT

1-8IN SOLID SLEEVE

1-8IN X 45 DEGREE BEND

4-8 IN MEGALUGS

FL=1087.98

N=240855.1644 E=2103730.7479

STA. 10+20.11

CONSTRUCT

1-8IN X 45 DEGREE BEND (HORIZ)

2-8 IN MEGALUGS

FL=1087.91

N=240843.8920 E=2103738.0332

STA. 10+68.72

CONSTRUCT

1-8IN X 11.25 DEGREE BEND (HORIZ)

2-8 IN MEGALUGS

FL=1087.72

N=240830.7150 E=2103784.8335

STA. 10+77.61

CONSTRUCT

1-8IN X 45 DEGREE BEND (VERT)

2-8 IN MEGALUGS

FL=1087.70

N=240830.7431…

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