WF 2025 XXX- Friendship House OKC Utility Plans.pdf

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ONE CALL UTILITY LOCATION NUMBER

1-800-522-6543

840-5032 numbers specified in the plans prior to any excavation.

all underground utilities. Contact this number and other

This number is to be used for information on the location of

(PROJECT NO. WF-2025-XXXX)

SHEET NO. DESCRIPTION

WATER PLAN & PROFILE

TEMPORARY EROSION CONTROL PLAN

SITE PLAN

WATER GENERAL NOTES

TITLE

SHEET INDEX

LOCATION MAP

SCALE: 1" = 2000'

N

OR THAT APPROVAL IS WITHDRAWN.

ONE (1) YEAR FROM THE DATE OF APPROVAL,

CONSTRUCTION MUST BEGIN WITHIN

DEVELOPMENT DIVISION

ENGINEERING PRIVATE

DEPARTMENT OF UTILITIES

PREPARED BY:

REGISTERED PROFESSIONAL ENGINEER

DATE:

APPROVED:

Date:Checked by:

Date:Checked by:

Date:Checked by:

LOCATION

PROJECT

ENGINEERING DIVISION

DEPARTMENT OF PUBLIC WORKS

the approved plans and specifications.

their representative is responsible for ensuring that construction is completed in conformance with any revisions or modifications to Oklahoma City for review and approval. The Developer and/or

Professional Engineer that sealed the approved plans and specifications must prepare and submit omissions within the plans or for construction in conformance with the plans and easements. The design requirements or standards. Oklahoma City takes no responsibility for any errors or facilities, mains, and appurtenances by Oklahoma City is only for conformance with Oklahoma City

Review and approval of construction plans for the installation of public water and wastewater

QUANTITY

SUMMARY OF PUBLIC QUANTITIES

ITEM # ITEM UNIT AS-BUILT

EROSION CONTROL QUANTITIES (BY DEVELOPER)

PRIVATE QUANTITIES (BY DEVELOPER)

BILLING ADDRESS

BUILDING ADDRESS

WATER GENERAL NOTES

1. ALL CONSTRUCTION SHALL CONFORM TO CURRENT OKLAHOMA CITY STANDARD SPECIFICATIONS FOR

CONSTRUCTION OF PUBLIC IMPROVEMENTS AND SHALL BE UNDER STRICT SUPERVISION OF THE CITY ENGINEER OF

THE CITY OF OKLAHOMA CITY.

2. ALL CONSTRUCTION SHALL CONFORM TO TITLE 252 OKLAHOMA ADMINISTRATIVE CODES.

3. SEPARATION OF WATER MAINS AND SEWER SHALL BE IN ACCORDANCE TO ODEQ 252:626-19-2-(h).

4. PRESSURE AND LEAKAGE TESTING SHALL BE IN ACCORDANCE TO ODEQ 252:626-19-2-(e).

5. DISINFECTION AND TESTING SHALL BE IN ACCORDANCE TO ODEQ 252:626-19-2(f).

6. ALL WORK NOT CLASSIFIED AS A PAY ITEM SHALL BE CONSIDERED INCIDENTAL CONSTRUCTION. COST OF WHICH

SHOULD BE INCLUDED IN THE COST OF OTHER PAY ITEMS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL LANDSCAPING IN AS GOOD OR BETTER CONDITION

AS EXISTING LANDSCAPING.

8. IN ACCORDANCE WITH ODEQ REGULATIONS, THE CITY PROVIDES WATER AT A MINIMUM PRESSURE OF 25 psi. THE

DEVELOPER IS RESPONSIBLE FOR DESIGNING AND CONSTRUCTION OF ALL FIXTURES TO PROVIDE ADEQUATE

DOMESTIC AND FIRE PROTECTION UNDER MINIMUM PRESSURE CONDITIONS. THE DEVELOPER WILL BE

RESPONSIBLE FOR ANY FAILURE OF DOMESTIC AND FIRE PROTECTION SYSTEMS WHICH REQUIRE WATER

PRESSURE IN EXCESS OF 25 psi.

9. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND DEPTHS PRIOR TO CONSTRUCTION BY MEANS

OF UTILITY SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR OF ALL

PRIVATE & PUBLIC UTILITIES DAMAGED DURING CONSTRUCTION.

10. ALL SERVICES ARE TO BE CONNECTED TO EXISTING METER WITH MATERIAL PER CURRENT CITY OF OKLAHOMA

CITY SPECIFICATIONS FROM PROPOSED WATER MAIN.

11. STANDARD DEPTH OF COVER SHALL BE A MINIMUM OF 4.0 FEET. MINIMUM DEPTH OF 5.0 FEET REQUIRE ALONG

SECTION ROADS.

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

THE FLOWLINE OF EXISTING WATER MAINS.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION STAKING. THE STAKING MUST BE DONE BY AN

OKLAHOMA REGISTERED PROFESSIONAL LAND SURVEYOR WHICH WILL BE VERIFIED BY CITY INSPECTORS.

14. THE AIR RELEASE AND VACUUM VALVE SHALL MEET CURRENT CITY OF OKLAHOMA CITY SPECIFICATIONS.

15. HYDRANTS SHALL CONFORM TO AWWA STANDARD C502, LATEST REVISION & MEET CURRENT CITY OF OKLAHOMA

CITY SPECIFICATIONS.

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

SPECIFICATIONS.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO DRAIN AS GOOD OR BETTER

THAN EXISTING CONDITIONS.

18. 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.

19. WHEN PVC PIPE IS SPECIFIED AND USED ON THIS PROJECT, 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.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GPS "AS-BUILT" SURVEY, FOLLOWING THE INSTALLATION OF

WATER MAINS, FOR EVERY 100' ALONG THE ALIGNMENT OF THE PROJECT, COORDINATES OF THE VALVES, FIRE

HYDRANTS, EXISTING WATER METERS, AND SIMILAR APPURTENANCES. AN AUTOCAD DRAWING AND COORDINATES

DATA SHEET SHALL BE SUBMITTED TO THE PRIVATE DEVELOPMENT DIVISION FOR APPROVAL. THIS TASK MUST BE

PERFORMED BY A REGISTERED PROFESSIONAL LAND SURVEYOR. DATA SUBMITTED SHALL BE TIED TO OKLAHOMA

STATE PLANE COORDINATE SYSTEM.

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

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

22. 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/WaterConservationProgram/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.

23. FINAL GRADING MUST BE COMPLETE PRIOR TO INSTALLATION OF WATER AND SANITARY SEWER MAINS.

24. TYPE 'A' AGGREGATE BACKFILL SHALL BE PLACED IN ALL TRENCHES 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. THE MAXIMUM PAY QUANTITY FOR TYPE 'A'

AGGREGATE BACKFILL IS THAT QUANTITY REQUIRED TO FILL A NEAT MINIMUM 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.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL UTILITIES, BOTH UNDERGROUND & OVERHEAD, EITHER PUBLIC OR PRIVATE, AS TO THEIR ACTUAL LOCATION PRIOR TO COMMENCING CONSTRUCTION.

26. ANY SUBDIVISION ENTRY SIGN, MARQUEE, SIGN, FENCE, STRUCTURE, ETC. THAT WILL BE OVER ANY PROPOSED

WATER AND/OR WASTEWATER MAIN. THE MAIN MUST BE STEEL ENCASED A MINIMUM OF 20 FEET AND EXTEND 5

FEET BEYOND THE EDGE OR FOOTING OF SIGN. FOR ANY EXISTING MAINS, CONCRETE ENCASE EXISTING MAINS AS

REQUIRED. A REVOCABLE PERMIT IS REQUIRED TO ALLOW THESE TO BE IN THE ROW AND/OR UTILITY EASEMENT.

27. ENGINEER TO PROVIDE DESIGN FOR RESTRAIN JOINT PIPE LENGTHS FOR ALL FITTINGS IN ACCORDANCE WITH THE

JOINT RESTRAINT MANUFACTURER WITH A MINIMUM TEST PRESSURE OF 150 PSI.

TRAFFIC NOTES

28. A WORK ZONE PERMIT MUST BE OBTAINED FROM THE TRAFFIC MANAGEMENT DIVISION AT LEAST TWO (2) WORKING

DAYS PRIOR TO THE START OF WORK AND/OR PLACING OR REMOVING ANY BARRICADES OR MODIFYING EXISTING

TRAFFIC CONTROL DEVICES. APPLICATION FOR WORK ZONE PERMIT CAN BE LOCATED AT

https://access.okc.gov/aca/Default.aspx

29. THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REPLACEMENT AND/OR REPAIR OF ALL TRAFFIC CONTROL

DEVICES AND APPURTENANCES DAMAGED OR DISTURBED DUE TO CONSTRUCTION.

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

WITH THE PROPOSED WORK.

31. THE CONTRACTOR SHALL CONTACT OKLAHOMA CITY TRAFFIC OPERATIONS FOR THE MARKING OF TRAFFIC SIGNAL

CONDUIT AND APPURTENANCES AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION

AND/OR PLACING OR REMOVING ANY BARRICADES OR MODIFYING EXISTING TRAFFIC CONTROL DEVICES.

EROSION CONTROL NOTES

1. 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 A PERMIT FROM ODEQ (FORM 606-002A) FOR STORM WATER

DISCHARGES FROM CONSTRUCTION ACTIVITIES. THIS MEANS THAT LAND DISTURBANCE OF ONE (1) ACRE OR MORE

MUST PERMIT WITH ODEQ AND THE CITY OF OKLAHOMA CITY, STORM WATER QUALITY.

2. THE USGS 7.5 MINUTES QUADRANGLE SHEETS ARE USED TO INDICATE THE “WATERS OF THE UNITED STATES” AND

“WETLANDS” EXIST WITHIN THIS PROJECT AREAS. 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, PURSUANT

TO 40CFR 122.21 THEREFORE, THE APPLICANT IS REQUIRED TO SUBMIT DOCUMENTATION FROM THE COE SHOWING

COE APPROVAL FOR PROPOSED WORK, IF APPLICABLE.

3. LIST EROSION CONTROL QUANTITIES AND WHO WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE

OF THE EROSION CONTROLS.

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

DEVICES DAMAGED DUE TO CONSTRUCTION.

5. A COPY OF THE EROSION CONTROL SITE PLAN MUST ALWAYS BE ON SITE AND MADE AVAILABLE TO THE INSPECTOR

UPON REQUEST.

6. BLOCK OFF ACCESS OR ADD CONSTRUCTION ENTRANCE.

7. A MINIMUM OF 18” OF SOD IS REQUIRED ALONG ALL CURBS & FLUMES.

8. THE CONTRACTOR MAY BE REQUIRED TO INSTALL ADDITIONAL EROSION CONTROL DEVICES BEFORE FLUSHING

WATERLINE TO MINIMIZE EROSION AND TO REMAIN IN COMPLIANCE WITH STORM WATER QUALITY REQUIREMENTS.

9. IF A FLOODPLAIN ACTIVITY (FPA) PERMIT IS REQUIRED FOR THIS PROJECT. THIS PERMIT MUST BE OBTAINED

BEFORE A STORM WATER QUALITY (SWQ) PERMIT WILL BE ISSUED.

10. A NOTICE OF INTENT (NOI) AND STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHOULD BE SUBMITTED 30

DAYS PRIOR TO THE INITIAL DISTURBANCE OF SOILS.

SWQ PERMIT: SWL-202X-XXXXX

BLDC-202X-XXXXX

BELOW FOR CITY USE ONLY

REFERENCED WATER STANDARD DETAILS

W-515 (FIRE ASSY VAULT)- 11/30/22

W-512.C (METER VAULT)- 11/30/22

W-STD-04 - 8/17/14

W-STD-03 - 8/17/14

W-STD-02 - 8/17/14

W-STD-01 - 8/17/14

FIRE HYDRANT FLOW TEST REQUIRED

EASEMENT REQUIRED

DEQ REQUIRED

Date:

PUBLIC WORKS / INTERIM CITY ENGINEER

DEBORAH K. MILLER, P.E., INTERIM DIRECTOR

RUSSELL J. KENT ( OK P.E. 27316 ) Date: 05/31/2026

PRELIMINARY

SEALED DOCUMENT

FINAL, SIGNED AND

NATURE AND IS NOT A

PRELIMINARY IN

THIS DOCUMENT IS

Oklahoma City, Oklahoma 73152

916 N.E. 8TH STREET

N

T

WR

N.W. 36th STREET

20 12

OKLAHOMA CITY, OKLAHOMA

FRIENDSHIP HOUSE

OKLAHOMA CITY, OKLAHOMA COUNTY, OKLAHOMA)

(I.E. A PART OF THE NE/4, SEC. 20, T12N, R3W, I.M., AN ADDITION TO

LOCATION DESCRIPTION

(FRIENDSHIP HOUSE)

TO SERVE

PUBLIC WATER MAIN PLANS

PROJECT NO. WF-2025-XXXX

N

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N.W. 23rd STREET

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OKLAHOMA CITY

Utilities Engineering

The City of

Private Development Division

(405) 848-2471

RUSSELL KENT

OKLAHOMA CITY, OK 73114

601 E. BRITTON RD., STE 300

MACARTHUR ASSOCIATED CONSULTANTS

Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-27

601 E Britton Rd, Ste 300 ~ Oklahoma City, OK 73114 ~ 405.848.2471

MacArthur

FOR PRIVATE QUANTITIES.

REFERENCE OVERALL CONSTRUCTION PLANS

PUBLIC QUANTITIES ONLY ARE LISTED ABOVE.

QUANTITY NOTE:

EA.

L.F.

TEMP. INLET SEDIMENT BARRIER

TEMP. EROSION CONTROL FENCE

EA.

EA.

EA.

EA.

L.F.

EA.

EA.

EA.

EA.

EA.

EA.

L.F.

9.5

4" PRIVATE FIRE LINE

3" WATER SERVICE

L.F.

L.F.

AND DISINFECTION

HYDROSTATIC PRESSURE TESTING

1 1/2" WATER METER

3" GATE VALVE & BOX

3" x 6" TEE

3" WATER SERVICE

FIRE HYDRANT ASSEMBLY

6" MEGALUG SERIES 2006PV

6" 11.25° BEND

6" GATE VALVE & BOX

6" TAPPING VALVE & BOX

6" TAP

6" C-900 PVC WATER LINE (DR14)

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL CONSTRUCTION STAKES.

THE CONSULTING ENGINEER SHALL ESTABLISH HORIZONTAL AND VERTICAL CONTROLS FOR THE EXECUTION OF

1. INTENT

2. CONFLICTS

3. FIELD QUALITY CONTROL

1. CONSTRUCTION STAKING

2. QUANTITIES

3. ADJUSTMENT OF EXISTING STRUCTURES

4. PROTECTION OF EXISTING STRUCTURES

5. INCIDENTAL WORK

6. FINAL CLEANUP

7. FLOOD HAZARD

8. PUBLIC CONVENIENCES AND SAFETY

11. CLEARING AND GRUBBING

10. PROTECTION AND RESTORATION OF PROPERTY

9. REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK

AND SEEDED ACCORDING TO THE CITY OF OKLAHOMA CITY STANDARD SPECIFICATIONS.

ALL AREAS DISTURBED DURING THE COURSE OF CONSTRUCTION SHALL BE LEVELED WITH TOPSOIL {5"}

12. EXCAVATION

13. UTILITY LINES

14. DRAINAGE

15. REMOVAL OF EXISTING STRUCTURES

16. SHEETING, SHORING AND BRACING

17. REMOVAL OF PAVING, DRIVEWAYS, ETC.

18. ADJUSTMENT OF EXISTING STRUCTURES

19. GRADING AND LEVELING

20. SODDING

24. EROSION CONTROL

24. EROSION CONTROL (CON'T)

ADDITIONAL NOTES

SLAB AREAS. AREAS OF SETTLEMENT WILL BE EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE.

COMPACTION SHALL BE MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-698 FOR SITE WORK AND 95% UNDER

MAKE GOOD FOR SUCH DAMAGE OR INJURY IN AN ACCEPTABLE MANNER.

INJURY WAS DONE, BY REPAIRING, REBUILDING, OR OTHERWISE RESTORING AS MAY BE DIRECTED OR HE SHALL

HIS EXPENSE, SUCH PROPERTY TO A CONDITION SIMILAR OR EQUAL TO THE EXISTING BEFORE SUCH DAMAGE OR

CONSEQUENCE OF THE NON-EXECUTION THEREOF, ON THE PART OF THE CONTRACTOR, HE SHALL RESTORE AT

ACCOUNT OF ANY ACT, OMISSION, NEGLECT, OR MISCONDUCT IN THE EXECUTION OF THE WORK OR IN

WHEN AND WHERE ANY DIRECT OR INDIRECT DAMAGE OR INJURY IS DONE TO PUBLIC OR PRIVATE PROPERTY ON

RESPONSIBILITY SHALL NOT BE RELEASED UNTIL THE WORK SHALL HAVE BEEN COMPLETED AND ACCEPTED.

HIS NON-EXECUTION OF THE WORK OR AT ANY TIME DUE TO DEFECTIVE WORK OR MATERIALS, AND SAID

ACT, OMISSION, NEGLECT, OR MISCONDUCT IN THE MANNER OR METHOD OF EXECUTING THE WORK OR DUE TO

SHALL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY TO PROPERTY OR ANY CHARACTER RESULTING FROM AN

WITH THE PREPARATION OF THEIR OR HIS PROPERTY, ALONG OR ADJACENT TO THE WORK. THE CONTRACTOR

NOT LESS THAN TWENTY-FOUR (24) HOURS IN ADVANCE OF ANY WORK WHICH MIGHT DAMAGE OR INTERFERE

THE PROPER REPRESENTATIVES OF ANY PUBLIC SERVICE CORPORATION, AND COMPANY, OR ANY INDIVIDUAL

OTHER PUBLIC OR PRIVATE PROPERTY ALONG OR ADJACENT TO THE WORK. THE CONTRACTOR SHALL NOTIFY

SIDEWALKS, ETC. TO ALL WATER, SEWER, GAS, OR ELECTRIC LINES OR APPURTENANCES THEREOF AND TO ALL

NECESSARY TO PREVENT DAMAGE TO ALL TREES, FENCES, CULVERTS, BRIDGES, PAVEMENTS, DRIVEWAYS, PERMISSION AND HE SHALL BE RESPONSIBLE FOR THE PRESERVATION OF AND SHALL USE EVERY PRECAUTION

THE CONTRACTOR SHALL NOT ENTER UPON PRIVATE PROPERTY FOR ANY PURPOSE WITHOUT FIRST OBTAINING

CONTRACT, AN EQUABLE DEDUCTION FROM THE CONTRACT PRICE SHALL BE MADE THEREOF.

OWNER DEEM IT NOT EXPEDIENT TO CORRECT THE WORK DAMAGED OR DONE NOT IN ACCORDANCE WITH THE

FROM ANY COMPENSATION DUE OR TO BECOME DUE THE CONTRACTOR. IF THE CONSULTING ENGINEER AND

AUTHORITY TO CAUSE DEFECTIVE WORK TO BE REMEDIED AND REPLACED AND TO DEDUCT THE COST THEREOF

FROM THE ENGINEER, THE ENGINEER SHALL, AFTER GIVING WRITTEN NOTICE TO THE CONTRACTOR, HAVE THE

ANY REJECTED, UNAUTHORIZED, OR CONDEMNED WORK OR MATERIALS IMMEDIATELY AFTER RECEIVING NOTICE

UPON FAILURE OF THE CONTRACTOR TO SATISFACTORILY REPAIR OR TO REMOVE AND REPLACE, IF SO DIRECTED, AND MAY BE ORDERED REMOVED AT THE CONTRACTOR'S EXPENSE.

CONSIDERED UNAUTHORIZED, AND, AT THE OPTION OF THE ENGINEER, MAY NOT BE MEASURED AND PAID FOR

AND PRIOR AGREEMENT IN WRITING AS TO PRICES, WILL BE DONE AT THE CONTRACTOR'S RISK AND WILL BE

WITHOUT PROPER INSPECTION, OR ANY EXTRA OR UNCLASSIFIED WORK DONE WITHOUT WRITTEN AUTHORITY

CONFORMITY WITH GRADES SHOWN ON THE PLANS OR AS GIVEN, SAVE AS HEREIN PROVIDED, WORK DONE

WORK DONE WITHOUT LINES AND GRADES HAVING BEEN GIVEN, WORK DONE BEYOND THE LINES OR NOT IN

MATERIALS SHALL BE REMOVED IMMEDIATELY FROM THE SITE OF THE WORK.

SATISFACTORILY REPAIRED, IT SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. DEFECTIVE

ALL WORK WHICH HAS BEEN REJECTED OR CONDEMNED SHALL BE REPAIRED OR IF IT CANNOT BE

CONDITION FOR UNOBSTRUCTED USE OF FIRE APPARATUS.

STREET IS CLOSED OR OBSTRUCTED AND WHEN DIRECTED BY THE ENGINEER, SHALL KEEP ANY STREET(S) IN

THE DIVERSION OF TRAFFIC. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT HEADQUARTERS WHEN ANY

AND PERFORM WORK NECESSARY FOR THE CONSTRUCTION AND MAINTENANCE OF ROADWAYS AND BRIDGES FOR

TO THE ENGINEER FOR THE DIVERSION OF TRAFFIC AND SHALL, AT HIS OWN EXPENSE, PROVIDE ALL MATERIALS

UNNECESSARY, IN THE OPINION OF THE ENGINEER, THE CONTRACTOR MAY MAKE ARRANGEMENTS SATISFACTORY

THE FREE PASSAGE OF VEHICLES AND PEDESTRIANS, PROVIDED THAT, WHERE THE BRIDGING IS IMPRACTICAL OR

NECESSARY BY THE ENGINEER. THE SIDEWALKS, AND PRIVATE DRIVEWAYS SHALL BE KEPT OPEN TO ALLOW FOR

CONDUCTED AS TO CAUSE NO GREATER OBSTRUCTION TO THE TRAVELING PUBLIC THAN IS CONSIDERED

MATERIALS STORED ABOUT THE WORK SITE SHALL BE SO PLACED AND THE WORK SHALL AT ALL TIMES BE SO

SITE OF THE WORK SHALL BE DISPOSED OF AT AN APPROVED LOCATION.

SHALL LEAVE THE SITE OF WORK IN A NEAT AND ORDERLY CONDITION. WASTE MATERIALS REMOVED FROM THE

TEMPORARY STRUCTURES, STUMPS, OR PORTIONS OF TREES AND DEBRIS OF ANY KIND. THE CONTRACTOR

CONTRACTOR SHALL CLEAN AND REMOVE, FROM THE SITE OF WORK, SURPLUS AND DISCARD MATERIAL, UPON COMPLETION OF THE WORK, AND BEFORE ACCEPTANCE AND FINAL PAYMENT WILL BE MADE, THE

TIMES TO REMOVE ANY TEMPORARY PLUGS INSTALLED BY THE CONTRACTOR.

CHANNEL FOR FLOOD FLOWS AT ALL TIMES. SUFFICIENT MEN AND EQUIPMENT SHALL BE AVAILABLE AT ALL

RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THE WORK IN SUCH A MANNER AS TO INSURE AN OPEN

EXTREME FLOOD HAZARD TO SURROUNDING PROPERTY DUE TO CHANNEL RESTRICTIONS, IT SHALL BE THE

DUE TO THE POSSIBILITY OF EXCESSIVE RAINFALL AT ANY TIME DURING THE CONSTRUCTION PERIOD AND THE

WHICH THE CONTRACTOR IS RESPONSIBLE.

SHOWN IN THE SUMMARY OF QUANTITIES, SHALL BE CONSIDERED AS INCIDENTAL CONSTRUCTION FOR

ANY ITEM NOT COVERED IN THE STANDARD SPECIFICATIONS OR IN THESE SPECIAL PROVISIONS, AND

NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS.

TO PROTECT IMPROVEMENTS ADJACENT TO THE CONSTRUCTION. THIS WORK SHALL BE INCIDENTAL AND SHALL

THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHEETING, SHORING, AND OTHER BRACING AND SUPPORTS

CITY STANDARD SPECIFICATIONS FOR NEW WORK OF THE TYPE.

CONTRACT, SUCH WORK SHALL BE DONE IN CONFORMITY WITH THE REQUIREMENTS OF THE CITY OF OKLAHOMA

WHEN THE ALTERATION IS A PART OF THE WORK TO BE PERFORMED BY THE CONTRACTOR AS A PART OF THIS

PLANS OR ESTABLISHED BY THE CONSULTING ENGINEER.

AND REASONABLY CLOSE CONFORMITY WITH THE LINES, GRADES, ELEVATIONS AND DIMENSIONS SHOWN ON THE

OR CORPORATION REQUIRED TO MOVE THEIR OWN PROPERTY, IN ACCORDANCE WITH THESE SPECIFICATIONS

ARE NOT TO BE REMOVED OR ABANDONED AND WHICH ARE NOT THE PROPERTY OF A PRIVATE COMPANY, FIRM

THE REQUIRED GRADE AND ALIGNMENT OF EXISTING STRUCTURES, EQUIPMENT OR APPURTENANCES WHICH

THIS WORK SHALL CONSIST OF THE NECESSARY ADJUSTMENTS, ALTERATIONS, RELOCATING OR RESETTING, TO

BY LOAD TICKETS OF DELIVERED MATERIAL.

BE THE BASIS FOR THE FINAL ESTIMATE. OTHER ITEMS SHALL BE PAID FOR BY THE FINAL MEASURED AMOUNTS OR

THE JOB IS COMPLETED. THESE QUANTITIES ARE TO BE ENTERED IN THE INSPECTOR'S DAILY REPORT AND SHALL

AND AGREE UPON, WITH THE INSPECTOR, THE AMOUNT OF THE QUANTITIES WHICH CANNOT BE MEASURED WHEN

THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL, AT THE END OF EACH WORK DAY, ESTABLISH

REQUIREMENTS OF THE CONTRACT DOCUMENTS GOVERNING THE WORK.

FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE

THE WORK TO BE PERFORMED OR IN THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY

DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED OR OF ANY OTHER RELEVANT MATTER CONCERNING

NO PLEAS OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OR CONDITIONS THAT EXIST, OR OF

FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS.

DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE OWNER

DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION

ORDERING ANY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT THE SITE BEFORE

WITHOUT ISSUING A CHANGE ORDER.

WORK. NO CHANGES THAT ALTER THE CHARACTER OF THE WORK WILL BE MADE OR PERMITTED BY THE OWNER

MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE CONSIDERED AS PART OF THE

METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK.

THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE

DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH.

HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE

THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY.

DONE AND THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION.

THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE

SPECIFICATIONS.

ALL CONSTRUCTION SHALL BE GOVERNED BY THE LATEST CITY OF OKLAHOMA CITY STANDARDS AND

ALL TREES, SHRUBS, FENCES, DRIVEWAYS, ETC., ADJACENT TO THE LINE OF CONSTRUCTION.

THE CONTRACTOR SHALL USE EVERY PRECAUTION NECESSARY TO PREVENT DAMAGE TO

RELATED THEREIN.

ETC. FOR THE PROTECTION OF PERSONS AND PROPERTY AND SHALL BE RESPONSIBLE FOR ALL DAMAGES

PRECAUTIONS WHEN DISPOSING OF THE EXCAVATED MATERIAL OFF SITE, SUCH AS FLAG MEN, WARNING SIGNS, EFFICIENCY OR APPEARANCE OF ANY PART OF THE WORK. THE CONTRACTOR SHALL EXERCISE PROPER

DISPOSAL SHALL BE IN SUCH MANNER AS NOT TO OBSTRUCT THE DRAINAGE OR OTHERWISE IMPAIR THE

EXCAVATED MATERIAL REQUIRED TO BE WASTED SHALL BE DISPOSED OF BY THE CONTRACTOR, AND THE

HUB LINE OF ANY UNIT OF THE STRUCTURE BE KEPT FREE OF ANY OBSTRUCTION.

ENGINEER WHO MAY REQUIRE THAT THE SURVEY CENTERLINE OF THE STRUCTURE AND THE TRANSVERSE OR

OPERATIONS. THE LOCATION OF STORAGE PILES SHALL, HOWEVER, BE SUBJECT TO THE APPROVAL OF THE

STORAGE PILES AT POINTS CONVENIENT FOR RE -HANDLING OF THE MATERIAL DURING THE BACK FILLING

EXCAVATED MATERIAL REQUIRED TO BE USED FOR BACK FILL MAY BE DEPOSITED BY THE CONTRACTOR IN

CLEARANCES FOR THE WORK TO BE PERFORMED THEREIN.

BEING TAKEN AGAINST ALL HAZARDS. EXCAVATIONS SHALL PROVIDE ADEQUATE WORKING SPACE AND

EXCAVATION WORK SHALL BE PERFORMED IN A SAFE AND PROPER MANNER WITH SUITABLE PRECAUTIONS

CHARACTER, COMPOSITION OR CONDITION THEREOF.

EXCAVATED OR OTHERWISE REMOVED IN PERFORMANCE OF THE CONTRACT WORK, REGARDLESS OF THE TYPE, EXCAVATION AND TRENCHING WORK SHALL INCLUDE REMOVAL AND SUBSEQUENT HANDLING OF ALL MATERIALS

NECESSARY DISCONNECTION, REPLACEMENT, ADJUSTMENT.

THE WORK. HE SHALL OBTAIN ANY NECESSARY PERMITS, PAY ANY NECESSARY FEES, AND PERFORM ANY

RESULTING FROM EXCAVATION, FREEZING, EXPOSURE, HEAVY EQUIPMENT, OR OTHER HAZARDS RELATED TO

THEY ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL PROTECT SUCH STRUCTURES FROM DAMAGE

AND SHALL LOCATE SUCH STRUCTURES IN THE WAY OF EXCAVATION OR CONSTRUCTION WHETHER OR NOT

HIDDEN UTILITY LINES, OIL OR GAS PIPELINES, UNDERGROUND VAULTS, DRAINS AND SIMILAR STRUCTURES, THE CONTRACTOR SHALL PROVIDE AN ELECTRICAL OR MECHANICAL DEVICE TO ASSIST IN LOCATING ANY

CONFLICTS BEFORE AND/OR DURING CONSTRUCTION.

LOCATIONS OF WATER AND SANITARY SEWER MAINS AND ANY UTILITY COMPANIES TO CLEAR ALL UTILITY

THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF OKLAHOMA CITY UTILITIES DEPARTMENT FOR

FACILITIES REQUIRED FOR THIS PURPOSE.

RESTORED AND HE SHALL PROVIDE AND MAINTAIN ANY PUMPS, DIVERSIONS, PIPING, CONTAINERS, AND OTHER

SHALL PROVIDE FOR DISPOSAL OF ALL SEWAGE OR DRAINAGE UNTIL THE PERMANENT FACILITIES HAVE BEEN

THE WORK, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY OUTLETS AND CONNECTIONS. HE

WHEN EXISTING SEWERS, DRAINS, OR DITCHES ARE BLOCKED, CUT, OPENED, OR REMOVED IN THE COURSE OF

HAULED OFF SITE. AND PROPERLY DISPOSED OF.

SPECIFICATION SECTION 609 FOR ALL STRUCTURES LABELED "REMOVE" ON THE PLANS. DEBRIS SHALL BE

REMOVAL OF EXISTING STRUCTURES SHALL BE PERFORMED IN ACCORDANCE WITH OKLAHOMA CITY STANDARD

PERSONNEL, AND TO COMPLY WITH ALL EXISTING SAFETY LAWS AND REGULATIONS.

SLIDES, CAVE-INS, SETTLEMENT, DAMAGE TO EXISTING STRUCTURES, DAMAGE TO THE WORK, AND HAZARDS TO

THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING, SHORING, BRACING, AND OTHER MEASURES TO PREVENT

OBTAIN FINAL SUBGRADE ELEVATION.

STANDARD SPECIFICATION SECTION 611 AND SHALL INCLUDE ANY UNCLASSIFIED EXCAVATION REQUIRED TO

REMOVAL OF PAVING, DRIVEWAYS, ETC. SHALL BE PERFORMED IN ACCORDANCE WITH OKLAHOMA CITY

ACTUAL WORK, SUCH WORK SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE CITY.

ANY ELECTRIC TRAFFIC SIGNALS, CONDUITS, CABLES, ETC. WHERE THE CONTRACTOR IS TO PERFORM THE

THE CONTRACTOR SHALL MAKE PROPER ARRANGEMENTS WITH THE CITY FOR THE MOVING AND RESETTING OF

ABUTTING WHEN REQUIRED.

ALIGNMENT AND SUCH WORK SHALL BE COMPLETED IN ADVANCE OF THE CONSTRUCTION OF NEW WORK

SPECIFICATIONS. EXISTING STRUCTURES SHALL BE REBUILT ACCURATELY TO CORRECT GRADE AND

SPECIFICATIONS FOR THE CLASS OF WORK INVOLVED, UNLESS OTHERWISE PROVIDED FOR IN THESE

RESETTING EXISTING STRUCTURES SHALL CONFORM TO THE REQUIREMENTS OF THE CITY'S STANDARD

THE MATERIALS AND WORKMANSHIP NECESSARY IN RAISING, LOWERING AND OTHERWISE ADJUSTING OR

TOPSOIL SHALL BE REDISTRIBUTED {FIVE INCH (5")} FROM THE TOPSOIL STOCKPILES.

PROVIDE SATISFACTORY DRAINAGE.

SHALL GRADE THE AREA AS REQUIRED. THE FINAL GRADE SHALL BE DRESSED TO SMOOTH, EVEN CONTOURS TO

AFTER COMPLETION OF THE FINISHED WORK, THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL AND

SHALL BE LOCATED SO AS NOT TO INTERFERE WITH AREA DRAINAGE.

EXISTING TOPSOIL SHALL BE REMOVED AND STOCKPILED DURING CONSTRUCTION OPERATIONS. STOCKPILES

SHALL BE USED FOR LEVELING AND GRADING IN AREAS DESIGNATED ON THE PLANS.

TO THE MAXIMUM EXTENT POSSIBLE, EXCESS EARTH OBTAINED FROM STRUCTURE AND TRENCH EXCAVATION

CONTROL SCHEDULES.

REQUIRED BY THE CONTRACT DOCUMENTS AND IN ACCORDANCE WITH THE CONSTRUCTION AND EROSION

THE CONTRACTOR SHALL INSTALL SOLID SLAB SOD TO OBTAIN STABILIZATION OF DISTURBED AREAS AS

CONSTRUCTION AND THE ESTABLISHMENT OF SUFFICIENT PERMANENT STABILIZATION TO PREVENT EROSION.

THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL OF STRUCTURES UPON COMPLETION OF

THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL EROSION, CONSERVATION, AND SILTATION REQUIREMENTS.

OTHER EQUIPMENT.

THE CONTRACTOR SHALL KEEP PAVEMENT AREAS FREE OF ANY MUD OR EXCAVATION WASTE FROM TRUCKS OR

SILT FENCES, WIRE AND BURLAP FENCES, OR BARRIERS OF CEDAR TREES AND/OR ROCK BAGS.

FROM FLOWING ONTO ADJACENT PROPERTIES. THIS CAN BE ACCOMPLISHED BY TEMPORARY SEDIMENT PONDS, THE CONTRACTOR SHALL USE WHATEVER MEASURES NECESSARY TO PREVENT SILT AND CONSTRUCTION DEBRIS

AS SOON AS PRACTICAL AFTER THE DISCOVERY OF THE DAMAGE.

THE CONTRACTOR SHALL MAINTAIN AND REPAIR ANY DAMAGE TO STORM WATER POLLUTION CONTROL DEVICES

THAN FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCUR) AND AT LEAST FIFTY FEET (50') IN LENGTH.

THE STABILIZED CONSTRUCTION ENTRANCES SHALL BE A MINIMUM OF TEN FEET (10') IN WIDTH (BUT NOT LESS

CLOTH.

RECLAIMED/RECYCLED CONCRETE OF SIMILAR SIZE, A MINIMUM OF SIX INCHES (6") THICK PLACED ON FILTER

THE STABILIZED CONSTRUCTION ENTRANCES SHALL BE CONSTRUCTED OF TWO INCH (2") STONE, OR

OUTSIDE THE CONTROLLED CONSTRUCTION AREAS.

CONSTRUCTION ENTRANCES ARE INTENDED TO PREVENT THE TRACKING OF MUD ONTO PUBLIC STREETS

EMPLOYEE VEHICLES ENTER OR LEAVE THE CONSTRUCTION OR STAGING AREAS. THE STABILIZED

STABILIZED CONSTRUCTION ENTRANCES SHALL BE REQUIRED AT ALL POINTS WHERE CONSTRUCTION OR

SOON AS IS PRACTICAL.

THE CONTRACTOR SHALL BEGIN PERMANENT STABILIZATION OF COMPLETED AREAS OF CONSTRUCTION AS

BEEN STABILIZED.

BE INSPECTED AND MAINTAINED, AS PREVIOUSLY SET FOR HEREIN, UNTIL ALL AREAS OF CONSTRUCTION HAVE

SILT FROM THE WORK AREA ONTO ADJACENT AREAS. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL

INSTALL THE NECESSARY CONTROL DEVICES AS REQUIRED TO PREVENT THE FREE RUN OF STORM WATER AND

CONJUNCTION WITH THE PROGRESS OF GENERAL CONSTRUCTION. IT IS INTENDED THAT THE CONTRACTOR

THE CONSTRUCTION AND PLACEMENT OF EROSION AND SEDIMENT CONTROL DEVICES SHALL BE TIMED IN

OF THE WORK AREA AS NECESSARY.

SILT FENCE SHALL BE USED TO CONTROL SEDIMENTATION FROM SURFACE RUNOFF AROUND THE PERIMETER

MEASURES SHALL BE USED AS NECESSARY.

OTHER MAINTENANCE

PLACEMENT OF ADDITIONAL STONE, REPAIR AND/OR CLEANING OUT OF SEDIMENT TRAPPING DEVICES, AND

TRACKING OF MUD AND SEDIMENT ONTO PUBLIC STREETS OUTSIDE THE CONTROLLED CONSTRUCTION AREAS.

STABILIZED CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT THE

ENTRANCES AS PREVIOUSLY SET FORTH HEREIN.

PERIODIC INSPECTION AND INSPECTION AFTER SIGNIFICANT RAINFALL SHALL BE MADE OF THE CONSTRUCTION

REMOVED IMMEDIATELY.

CONSTRUCTION OR STAGING AREAS ONTO STREETS OUTSIDE OF THE CONSTRUCTION AREAS SHALL BE

ANY MUD, SEDIMENT, EXCAVATION WASTE, ETC., DROPPED, WASHED, SPILLED, OR TRACKED FROM THE

AREA STABILIZED WITH STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.

THE CONSTRUCTION OR STAGING AREAS. WHEN WHEEL WASHING IS REQUIRED IT SHALL BE PERFORMED IN AN

THE WHEELS OF VEHICLES LEAVING THE CONSTRUCTION AREAS SHALL BE CLEANED OF MUD PRIOR TO LEAVING

SLOPES WILL BE PERMITTED.

PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL THEN A MOUNTABLE BERM WITH FIVE TO ONE (5:1)

ALL SURFACE WATER FLOWING OR DIVERTED TOWARD STABILIZED CONSTRUCTION ENTRANCES SHALL BE

GENERAL NOTES:

TECHNICAL PROVISIONS

(405) 297-3991.

METER PIT INSPECTION MUST ALSO BE COORDINATED WITH MIKE OVERTURFF WITH THE METER SHOP AT 11.

AND MAINTAINING ADEQUATE CLEARANCES FOR GRAVITY LINE CONSTRUCTION, AS CALLED OUT ABOVE.

GRAVITY LINES ARE IN PLACE, GENERAL CONTRACTOR SHALL EXERCISE EXTREME CARE IN PROVIDING

GRAVITY LINES AND OTHER NON-GRAVITY LINES. IF NON-GRAVITY LINES ARE CONSTRUCTED BEFORE

NON-GRAVITY LINES SHALL BE ADJUSTED IN THE FIELD TO PROVIDE MINIMUM OF18" CLEARANCE WITH

DEPTHS FOR WATER AND GAS PRESSURE LINES AND ALL OTHER NON-GRAVITY LINES. DEPTHS OF ALL

CONSTRUCTION. ELEVATIONS SHOWN FOR STORM SEWERS SHALL HAVE PRECEDENCE OVER MINIMUM

NEW AND EXISTING UNDERGROUND PIPES, CONDUITS AND STRUCTURES BEFORE BEGINNING

GENERAL CONTRACTOR SHALL FIELD CHECK, PROVIDE AND VERIFY ADEQUATE CLEARANCES BETWEEN 10.

PIPE BEDDING - REFERENCE DETAIL.

GASKET.

WATER SERVICE CONNECTIONS - WATER SERVICE CONNECTIONS SHALL BE STAINLESS STEEL SADDLE AND

IRON SALES, INC., OR UNI-FLANGE BY THE FORD METER BOX CO., INC., OR APPROVED EQUAL.

MECHANICAL JOINT RESTRAINT FOR AWWA C-900. JOINT RESTRAINTS SHALL BE MANUFACTURED BY EBBA

JOINT RESTRAINTS - THE JOINTS SHALL BE RESTRAINED USING CONCRETE THRUST BLOCK OR

HYDRANTS AND OTHER APPURTENANCES.

WIRE ALONG TOP OF ALL PVC PIPING. BRING TO TOP OF GROUND AND ANCHOR ALL VALVES, FIRE

TRACER WIRE (CONDUCTOR) - INSTALL ONE (1) STRAND OF NUMBER TWELVE (12) GAUGE COPPER TRACER

FITTINGS SHALL HAVE POLYETHYLENE ENCASEMENT TUBING WITH A THICKNESS OF 8 MIL.

FITTINGS - FITTINGS SHALL BE MECHANICAL JOINT TYPE AS SPECIFIED UNDER DUCTILE IRON FITTINGS. ALL

RATION OF FOURTEEN (DR-14).

PIPE - PVC PRESSURE PIPE SHALL BE AWWA C-900, PRESSURE CLASS 200 AND WITH A MINIMUM DIMENSION

FOR PIPES LESS THAN OR EQUAL TO TWELVE INCHES ( _ 12"). THE FOLLOWING STANDARDS WILL APPLY.

IN ACCORDANCE WITH THIS DEPARTMENT'S POLICY, POLYVINYL CHLORIDE PIPE (PVC) SHALL BE ALLOWED 9.

AUTHORIZED OTHERWISE BY THE CITY ENGINEER.

THERE SHALL BE A MINIMUM OF 4.0 FEET OF COVER TO TOP OF PROPOSED WATER LINE, UNLESS 8.

ENGINEER.

STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE UNDER THE SUPERVISION OF THE CITY

ALL CONSTRUCTION AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH CITY OF OKLAHOMA CITY 7.

OTHER ITEMS OF WORK.

ALL ITEMS OF WORK NOT SPECIFICALLY CALLED OUT TO BE A PAY QUANTITY SHALL BE INCIDENTAL TO 6.

UNDERGROUND LINES.

OPERATIONS. CONTRACTOR SHALL "CALL OKIE" FOR COORDINATION AND HELP IN LOCATING

ONLY APPROXIMATE. CONTRACTOR SHALL VERIFY BEFORE BEGINNING ANY CONSTRUCTION OR DIGGING

THESE DRAWINGS. THE LOCATIONS, BOTH HORIZONTAL AND VERTICAL, SHOWN ON THESE DRAWINGS ARE

CONTRACTOR SHALL ASSUME THAT ADDITIONAL UNDERGROUND LINES DO EXIST AND ARE NOT SHOWN ON

AND PHYSICAL EXAMINATION OF THE WORK LIMITS SHALL BE MADE BY THE CONTRACTOR. THE

CONSTRUCTION OR DIGGING OPERATIONS WITHIN THE AREA OF THESE DRAWINGS A FIELD VERIFICATION

CONSULTING ENGINEER TAKES RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO COMMENCING ANY

INFORMATION PROVIDED BY THE OWNER AND OTHER SOURCES. NEITHER THE OWNER, OR THE

UNDERGROUND UTILITY LINES DEPICTED ON THESE DRAWINGS HAVE BEEN DEVELOPED FROM 5.

AND THE CONTRACTOR.

WORK IN A SAFE MANNER TO PROTECT THEMSELVES, OTHER EMPLOYEES, AND PROPERTY OF THE OWNER

TO SAFETY AND TO ENSURE EMPLOYEES SHALL USE DILIGENT CARE AT ALL TIMES TO PERFORM THEIR

ELECTRICAL LINES. EXTREME CAUTION AND CARE SHALL BE EXERCISED BY THIS CONTRACTOR RELATING

PORTIONS OF THE WORK UNDER THIS CONTRACT EITHER CROSS OR PARALLEL EXISTING HIGH VOLTAGE 4.

TO BEGINNING ANY EXCAVATING.

CONTRACTOR SHALL "CALL OKIE" AT 840-5032 FOR ASSISTANCE IN LOCATING UNDERGROUND LINES PRIOR 3.

BOX CO., OR APPROVED EQUAL. COST TO BE IN OTHER ITEMS OF WORK.

RESTRAINTS SHALL BE MANUFACTURED BY EBBA IRON SALES, INC., OR UNI-FLANGE BY THE FORD METER

JOINT RESTRAINTS - THE JOINTS SHALL BE RESTRAINED USING MECHANICAL JOINT RESTRAINT. JOINT 2.

FITTINGS SHALL HAVE POLYETHYLENE ENCASEMENT TUBING WITH A THICKNESS OF 8 MIL.

FITTINGS - FITTINGS SHALL BE MECHANICAL JOINT TYPE AS SPECIFIED UNDER DUCTILE IRON FITTINGS. ALL 1.

WATER - GENERAL NOTES

POLYVINYL CHLORIDE PIPE (PVC) INSTALLATION NOTES

/2 /2

T \D ra w in g s \O

K C -W

F P la n s \2

-W

F -G n o te s .d g n

P R

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Sheet No. Project No. WF-2025-XXXXX

Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-27

601 E Britton Rd, Ste 300 ~ Oklahoma City, OK 73114 ~ 405.848.2471

MacArthur

GENERAL NOTES

UTILITY EASEMENT OUTSIDE OF PAVING FOR STREETS, DRIVEWAYS OR SIDEWALKS.

ALL PROPOSED WATER METERS AND FIRE HYDRANTS TO BE LOCATED IN GRASSED AREA WITHIN THE ROW OR21.

CITATION AND/OR THE REVOCATION OF THE VARIANCE.

WATER CONSERVATION PROGRAM OR THE VARIANCE, IF AND AS GRANTED, MAY RESULT IN THE RECEIPT OF A

FAILURE TO COMPLY WITH THE CURRENT AND FUTURE RESTRICTIONS AND REQUIREMENTS OF THE MANDATORY

SEE DETAILS AT: http://www.squeezeeverydrop.com/WaterConservationProgram/VarianceProgram.asp

THE VARIANCE PROGRAM REQUIREMENTS.

CONTRACTOR WILL BE RESPONSIBLE FOR TIMELY OBTAINING AND, IF AND AS GRANTED, FOR COMPLIANCE WITH

CITY OF OKLAHOMA CITY HAS ALSO ESTABLISHED A VARIANCE PROGRAM FOR IRRIGATION OF NEW LANDSCAPING.

JUST AS THEY ARE APPLICABLE TO OKLAHOMA CITY CITIZENS. SEE DETAILS AT http://www.squeezeeverydrop.com/ THE

CONSERVATION REQUIREMENTS AND WATER RESTRICTIONS ARE APPLICABLE TO ALL PROJECTS AND CONTRACTORS

TO DETERIORATE INCREASED WATER RESTRICTIONS MAY COME INTO EFFECT. THESE CURRENT AND FUTURE

INCLUDING BUT NOT LIMITED TO DECREASED WATER SUPPLY STORAGE LEVELS OR DROUGHT CAUSE CONDITIONS

EVEN NUMBERED ADDRESSES BEING PERMITTED TO WATER ONLY ON EVEN NUMBERED DAYS. SHOULD CONDITIONS

NUMBERED ADDRESSES BEING PERMITTED TO WATER ONLY ON ODD NUMBERED DAYS AND PROPERTIES WITH

WATER CONSERVATION PROGRAM RESTRICTING WATERING TO EVERY OTHER DAY WITH PROPERTIES WITH ODD

ON APRIL 30, 2013, THE CITY OF OKLAHOMA CITY ADOPTED A RESOLUTION ESTABLISHING A PERMANENT MANDATORY20.

WATER PRESSURE IN EXCESS OF 25 psi.

WILL BE RESPONSIBLE FOR ANY FAILURE OF DOMESTIC AND FIRE PROTECTION SYSTEMS WHICH REQUIRE

ADEQUATE DOMESTIC AND FIRE PROTECTION UNDER MINIMUM PRESSURE CONDITIONS. THE DEVELOPER

THE DEVELOPER IS RESPONSIBLE FOR DESIGNING AND CONSTRUCTION OF ALL FIXTURES TO PROVIDE

IN ACCORDANCE WITH ODEQ REGULATIONS, THE CITY PROVIDES WATER AT A MINIMUM PRESSURE OF 25 psi.19.

MODIFYING EXISTING TRAFFIC CONTROL DEVICES. E-MAIL workzones@okc.gov TO OBTAIN AN APPLICATION.

WORKING DAYS PRIOR TO THE START OF WORK AND/OR PLACING OR REMOVING ANY BARRICADES OR

A WORK ZONE PERMIT MUST BE OBTAINED FROM THE TRAFFIC MANAGEMENT DIVISION AT LEAST TWO (2)18.

INTO THE PAVING SUBGRADE.

BY THE CITY ENGINEER OR DESIGNATED REPRESENTATIVE. IN NO CASE SHALL THE WATER BE FLUSHED

THE CONTRACTOR SHALL DISPOSE OF WATER FLUSHED FROM THE LINES TO A LOCATION APPROVED17.

DISCHARGES FROM CONSTRUCTION ACTIVITIES.

AND FROM THE CITY OF OKLAHOMA CITY, STORM WATER QUALITY DEPARTMENT, FOR STORM WATER

OR SALE THAT TOTALS AT LEAST ONE (1) ACRE, MUST OBTAIN A PERMIT FROM ODEQ (FORM 605-002A)

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

CONSTRUCTION ACTIVITIES THAT RESULT IN LAND DISTURBANCE OF EQUAL TO OR GREATER THAN ONE (1)16.

REQUIREMENTS.

WATER LINE TO MINIMIZE EROSION AND TO REMAIN IN COMPLIANCE WITH LOCAL AND FEDERAL NPDES PERMIT

THE CONTRACTOR MAY BE REQUIRED TO INSTALL ADDITIONAL EROSION CONTROL DEVICES BEFORE FLUSHING15.

INSPECTOR UPON REQUEST.

A COPY OF THE EROSION CONTROL SITE PLAN MUST BE ON SITE AT ALL TIMES AND MADE AVAILABLE TO THE14.

DEVICES DAMAGED DUE TO CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ALL EROSION CONTROL13.

CONTROL DEVICES AND APPURTENANCES DAMAGED OR DISTURBED DUE TO CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROMPT REPLACEMENT AND/OR REPAIR OF TRAFFIC12.

ENVIRONMENTAL QUALITY REGULATIONS, OAC 252.635-19-2.

WATER LINE TESTING AND DISINFECTION SHALL BE DONE IN ACCORDANCE WITH OKLAHOMA DEPARTMENT OF11.

CONSTRUCTION OF ANY PERMANENT STRUCTURE.

THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE ACCURACY OF ALL MEASUREMENTS PRIOR TO10.

PIPE AND 0.28" FOR 6" DIAMETER PIPE.

DUCTILE IRON PIPE NOMINAL WALL THICKNESS SHALL BE 0.34" FOR 12" DIAMETER PIPE, 0.30" FOR 8" DIAMETER

ALL CAST IRON OR DUCTILE IRON FITTINGS MUST BE CONCRETE LINED IN ACCORDANCE WITH AWWA C10421-80.9.

ALL FIRE HYDRANTS SHALL BE LOCATED A MINIMUM OF 20' FROM BUILDING.8.

LINES AND 4' BEHIND BACK OF CURBS

WHERE NOT INDICATED, WATER LINES SHALL BE A MINIMUM OF 5' FROM PROPERTY LINES AND EASEMENT7.

THERE SHALL BE A MINIMUM OF 4' OF COVER TO THE TOP OF THE PROPOSED WATER LINE.6.

INCIDENTAL CONSTRUCTION AND WILL BE AT THE CONTRACTORS EXPENSE.

IF THE CONTRACTOR OVER CUTS THE TRENCH, THE ADDITIONAL AGGREGATE WILL BE TREATED AS

ESTABLISHED BY THE CITY OF OKLAHOMA CITY STANDARDS AND SPECIFICATIONS FOR TRENCH WIDTH.

SHALL BE PAID FOR THE CALCULATED QUANTITY OF AGGREGATE REQUIRED TO BACKFILL TRENCHES AS

TRENCHING SHALL BE BACKFILLED WITH TYPE 'A' AGGREGATE UNDER ALL PAVED AREAS. THE CONTRACTOR5.

OF PROPOSED SANITARY SEWER MAINS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

EXCAVATION: DAMAGE TO ANY UTILITIES OR STRUCTURES DURING EXCAVATION AND CONSTRUCTION

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION OF ALL UTILITIES PRIOR TO4.

COST OF WHICH SHALL BE INCLUDED IN THE COST OF OTHER BID ITEMS.

ALL WORK NOT CLASSIFIED AS A "PAY ITEM" SHALL BE CONSIDERED INCIDENTAL CONSTRUCTION, THE3.

ENGINEER'S OFFICE.

CONSTRUCTION OF PUBLIC IMPROVEMENTS." TEST REPORTS WILL BE SUBMITTED TO OKLAHOMA CITY

CONSTRUCTION IN ACCORDANCE WITH THE CITY OF OKLAHOMA CITY'S "STANDARD SPECIFICATIONS FOR

ALL FILL AREAS INDICATED SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY PRIOR TO2.

BE UNDER THE SUPERVISION OF THE CITY ENGINEER OF THE CITY OF OKLAHOMA CITY.

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF SANITARY SEWERS AND APPURTENANCES," AND SHALL

ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF OKLAHOMA CITY'S 1.

PIPE BEDDING - SEE DETAIL SHT. W-STD-01.6.

WATER SERVICE CONNECTIONS - WATER SERVICE CONNECTIONS SHALL BE STAINLESS STEEL SADDLE AND GASKET.5.

BOX CO., INC. APPROVED EQUAL.

JOINT RESTRAINTS SHALL BE MANUFACTURED BY EBBA IRON SALES, INC. OR UNI-FLANGE BY THE FORD METER

JOINT RESTRAINTS - THE JOINTS SHALL BE RESTRAINED USING MECHANICAL JOINT RESTRAINT FOR AWWA C-900.4.

OTHER APPURTENANCES.

ALONG TOP OF ALL PVC PIPPING. BRING TO TOP OF GROUND AND ANCHOR ALL VALVES, FIRE HYDRANTS, AND

TRACER WIRE (CONDUCTOR) - INSTALL ONE (1) STRAND OF NUMBER TWELVE (12) GAUGE COPPER TRACER WIRE3.

SHALL HAVE POLYETHYLENE ENCASEMENT TUBING WITH A THICKNESS OF 8 MIL.

FITTINGS - FITTINGS SHALL BE MECHANICAL JOINT TYPE AS SPECIFIED UNDER DUCTILE IRON FITTINGS. ALL FITTINGS2.

FOURTEEN (DR-14).

PIPE - PVC PRESSURE PIPE SHALL BE AWWA C-900, PRESSURE CLASS 200 AND WITH A MINIMUM DIMENSION RATIO OF1.

C.O.

Cox PLB

AT&T PLB

AT&T

Tele

MKR

T

O H

O H

O H

O H

O H

U G

E

S S

S S

S S

S

OH

OH

OH

OH

OH

OH OH

U G

E

U G

E

SW Bell Tele. Riser

T Tele. Riser

S S

S S

S S

S S

S S

S S

S S

S S

G G

G G

G G

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

W W

W

W W

W W

W

W

6"6"6"6" 6"

4020 0 20

SCALE: 1" = 20'

6"

BM #501

BM #502

BM #503

Lid Sealed By Concrete

T/R=1198.63

FL W=1190.30

FL E=1190.30

T/R=1200.65

LP

LP

PP

SS

SS

SS

SD

UP

W

WM

WV

WVWV

WV

WV

E

SURVEYOR'S NOTES

BM #500

FND 3/8 IB

FND 1 PIPE

18"

24"

18" 18" 18" 24"

36"

14"

14" 14"12" 10"

12"

12"

10"

18"

10"

12"

12"

12" 8"

W ro u g h t Ir o n F e n c e

OGE

4" PVC PIPE

Sign- STOP

Zone Sign- School

39 Spaces

Busted Curb

B u s te d S id e w a lk

OGE

Military Avenue

N W s t S tr e e t

N W n d S tr e e t

FL SE=1197.55

T/G=1199.65

FL NE=1197.55

T/G=1199.85

FL E=1195.54

FL NE=1196.44

FL NW=1196.44

FL SW=1197.17

T/R=1200.14

FL SW=1197.25

T/G=1199.55

Bush Bush

Bush Bush

Bush

Bush

FL W=1190.59

FL E=1190.69

T/R=1203.74

" C la y

C la y

12" C lay

C la y

C la y

Asphalt

N 00°20'23" W 360.00'

N 00°20'23" W 359.95'

N

'2

E

.0

S

'5

W

.0

PROPERTY LINE

AsphaltAsphaltAsphalt

Asphalt

A s p h a lt

A s p h a lt

A s p h a lt

G

T

F

6"

F W

"3

W

/2 /2

T \D ra w in g s \O

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F P la n s \2

-W

F -L a y .d g n

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Sheet No. Project No. WF-2025-XXXXX

Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-27

601 E Britton Rd, Ste 300 ~ Oklahoma City, OK 73114 ~ 405.848.2471

MacArthur

6" PVC WATERLINE

CONST. 12 LF

6" PVC WATERLINE

CONST. 54 LF

(UNKNOWN)

EX. 6" WATERLINE

(REMOTE FDC)

PRIVATE 4" FIRE LINE

LINE WITH METER

PRIVATE 3" WATER SERVICE

WITH HYDRANT

6" PVC FIRE LINE

CONST. 35 LF

WATER SERVICE LINE

ABANDON EXIST.

FF=1205.50

PROP. FRIENDSHIP HOUSE

B L

D G

SITE PLAN

F F .2

AT&T PLB

AT&T

Tele

MKR

T

O H

O H

O H

O H

O H

U G

E

S S

S S

S S

S

OH

OH

OH

OH

OH

OH OH

U G

E

U G

E

SW Bell Tele. Riser

T Tele. Riser

S S

S S

S S

S S

S S

S S

S S

S S

G G

G G

G G

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

W W

W

W W

W W

W

W

6"6"6"6" 6"

Z

BARRIER

TEMPORARY INLET SEDIMENT

TEMPORARY SILT FENCE

4020 0 20

SCALE: 1" = 20'

6"

/2 /2

T \D ra w in g s \O

K C -W

F P la n s \2

-W

F -E ro

.d g n

P R

IN

T D

A T

E

Sheet No. Project No. WF-2025-XXXXX

Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-27

601 E Britton Rd, Ste 300 ~ Oklahoma City, OK 73114 ~ 405.848.2471

MacArthur

BM #501

BM #502

BM #503

LP

LP

PP

SS

SS

SS

SD

W

WM

WV

WVWV

WV

WV

E

BM #500

N 00°20'23" W 360.00'

N 00°20'23" W 359.95'

N

'2

E

.0

S

'5

W

.0

PROPERTY LINE

G

T

F

6"

F W

W

Z

Z

Z

Z

FF=1205.50

PROP. FRIENDSHIP HOUSE

B L

D G

TEMPORARY EROSION CONTROL

SEDIMENT BARRIER

INSTALL TEMPORARY INLET

SILT FENCE

INSTALL 18 LF TEMP.

SILT FENCE

INSTALL 44 LF TEMP.

F F .2

AT&T PLB

AT&T

Tele

MKR

T

O H

O H

O H

O H

O H

U G

E

S S

S S

OH

OH

OH

OH

OH OH OH

U G

E

U G

E

SW Bell Tele. Riser

T Tele. Riser

S S

S S

S S

S S

S S

S S

S S

G G

G G

G G

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

W W

W

W W

W W

W

W

6"6"6"6" 6"

F L .7

OKC (405) 840-5032

800-522-OKIE (6543)

SYSTEM, INC.

ONE-CALL

OKLAHOMA

TULSA (918) 732-OKIE (6543)

TO ANY EXCAVATION.

CONTACT THESE NUMBERS PRIOR

OF ALL UNDERGROUND UTILITIES.

FOR INFORMATION ON THE LOCATION

THESE NUMBERS ARE TO BE USED

CONST. 20 L.F. 6" PVC FIRE LINECONST. 66 L.F. 6" PVC WATERLINE

BM #501

BM #502

BM #503

LP

LP

PP

PP

SS

SD

UP

W

WM

WV

WVWV

WV

WV

E

BM #500

FND 3/8 IB

FND 1 PIPE

18"

24"

18" 18" 18" 24"

36"

14"

14" 14"12" 10"

12"

12"

10"

18"

10"

12"

12"

12" 8"

W ro u g h t Ir o n F e n c e

OGE

4" PVC PIPE

Sign- STOP

Zone Sign- School

39 Spaces

Busted Curb

B u s te d S id e w a lk

OGE

Military Avenue

N W s t S tr e e t

N W n d S tr e e t

FL SE=1197.55

T/G=1199.65

FL NE=1197.55

T/G=1199.85

FL E=1195.54

FL NE=1196.44

FL NW=1196.44

FL SW=1197.17

T/R=1200.14

FL SW=1197.25

T/G=1199.55

Bush Bush

Bush Bush

Bush

Bush

FL W=1190.59

FL E=1190.69

T/R=1203.74

" C la y

C la y

12" C lay

C la y

C la y

Asphalt

N 00°20'23" W 360.00'

N 00°20'23" W 359.95'

N

'2

E

.0

S

'5

W

.0

PROPERTY LINE

AsphaltAsphaltAsphalt

Asphalt

A s p h a lt

A s p h a lt

A s p h a lt

G

T

F

6"

F W

"3

W

Sheet No. Project No.

/2 /2

T \D ra w in g s \O

K C -W

F P la n s \2

-W

F -p p .d g n

P L

O T

T E

D O

N

PROFILE:

SCALE:

PLAN: 1"=30'

VERTICAL: 1"=3'

HORIZONTAL: 1"=30'

0 3030

SCALE: 1" = 30'

WF-2025-XXXXX

Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-27

601 E Britton Rd, Ste 300 ~ Oklahoma City, OK 73114 ~ 405.848.2471

MacArthur

-6

M

E G

A L

U G S

E R

IE

S

P

V

-6

G

A T

E V

A L

V E B

O X

S T

A .0

F L .4

F L .7

-6

M

E G

A L

U G S

E R

IE

S

P

V

-F

IR

E H

Y D

R A

N T A

S S

E M

B L

Y

-6

G

A T

E V

A L

V E B

O X

S T

A .4

P

U B

L

IC

E X

W A

T E

R L

IN

E

E A

S T

C O

N N

E C

T T

O

-6

M

E G

A L

U G S

E R

IE

S

P

V

-6

T

A P

S T

A .0

P

U B

L

IC

S T

A .0

P

U B

L

IC

F L .5

F L .7

EX. 6" W

ATERLINE

F L .1

8F L .6

1-6" MEGALUG SERIES 2006PV

1-6" 11.25° BEND (VERT.)

STA. 2+41.15

1-6" MEGALUG SERIES 2006PV

1-6" 11.25° BEND (VERT.)

STA. 2+56.87

EX. 6" WATERLINE (WEST)

CONNECT TO

1-6" MEGALUG SERIES 2006PV

1-6" TAPPING VALVE & BOX

1-6" TAP

STA. 2+12.00 (PUBLIC)

1-BLDG. CONNECTION

STA. 2+65.98 (PUBLIC)

EX. 6" WATERLINE (EAST)

CONNECT TO

1-6" MEGALUG SERIES 2006PV

1-6" TAP

STA. 1+00.00 (PUBLIC)

STA. 2+00.00 (PUBLIC)=

15.76 LF 3" WATER SERVICE

(PRIVATE)

WATER METER

1-1 1/2" TURBO SERIES (MODEL 200)

1-3" GATE VALVE & BOX

1-3"x6" TEE

9.47 LF 3" WATER SERVICE

STA. 2+35.75 (PUBLIC)

388.1'

52.17'

12'

ABANDONED

SERVICE LINE TO BE

EX. WATER METER &

(UNKNOWN)

EX. 6" WATERLINE

FF=1205.50

PROP. FRIENDSHIP HOUSE

B L

D G

E=2107809.92 N=183350.08

1-BLDG. CONNECTION

STA. 2+65.98 (PUBLIC)

E=2107755.94 N=183350.08

EX. 6" WATERLINE (WEST)

CONNECT TO

1-6" MEGALUG SERIES 2006PV

1-6" TAPPING VALVE & BOX

1-6" TAP

STA. 2+12.00 (PUBLIC)

1-FIRE DEPT. CONNECTION

18.66 LF 4" PVC

(PRIVATE)

E=2107791.27 N=183362.09

1-6" MEGALUG SERIES 2006PV

1-FIRE HYDRANT ASSEMBLY

1-6" GATE VALVE & BOX

STA. 1+35.41 (PUBLIC)

E=2107755.87 N=183362.08

EX. 6" WATERLINE (EAST)

CONNECT TO

1-6" MEGALUG SERIES 2006PV

1-6" TAP

STA. 2+00.00 (PUBLIC)

STA. 1+00.00 (PUBLIC)=

PUBLIC

PRIVATE

SERVICE (PRIVATE)

15.76 LF 3" WATER

IS INSTALLED

AFTER PROP. WATERLINE

REMOVE/REPLACE 12 LF EX. 6" WATER

WATER METER (MODEL 160)

1-1 1/2" TURBO SERIES

1-3" GATE VALVE & BOX

1-3" x 6" TEE

SERVICE

9.47 LF 3" WATER

STA. 2+35.75 (PUBLIC)

6" FIRE LINE PLAN & PROFILE

0+001+002+00

1+002+00

F F .2

@ CRL

EX. PROFILE

@ CRL

PROP. PROFILE

@ CRL

EX. PROFILE