WC-1120 PLANS.pdf
PDF 21 MB Posted
- Attached to
- Water Main Installation
- Solicitation number
- WC-1120
- Issued by
- Oklahoma County, Hobart City, Oklahoma
About this file
This document is a detailed engineering plan set for the City of Oklahoma City Water Utilities Department's water main installation project (Project No. WC-1120), specifically involving a new 12-inch water main installation along SW 164th Street between Western Avenue and Serrano Drive. The project encompasses approximately 3,289 linear feet of 12-inch PVC waterline, with associated work including meter relocations for approximately 14 existing water services, installation of gate valves, fittings, fire hydrants, and various utility connections. The project will involve trenching, pipe installation, service line modifications, erosion control measures, and restoration of affected areas, with construction to be completed under the supervision of the City Engineer.
The project is funded through the Oklahoma City Water Utilities Trust, with an estimated total cost reflected in the detailed pay item breakdown. The contract includes provisions for comprehensive site restoration, including sodding, pavement repairs, and utility crossing protections. Technical specifications cover detailed requirements for pipe bedding, trench width, compaction, utility protection, traffic control, and environmental compliance, with specific attention to stormwater pollution prevention and erosion control. The project documents indicate careful planning for minimal service disruption, with requirements for advance notification to property owners and careful management of existing utilities and infrastructure.
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Other files
| File | Type | Posted |
|---|---|---|
| Business Relationship Affidavit.pdf | ||
| Anti Noncollusion Affidavit.pdf | ||
| WC-1120 SPECS.pdf |
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rheanna.hare Text Box
ALONG SW 164TH STREET BETWEEN WESTERN AVENUE AND SERRANO DRIVE
GENERAL CONSTRUCTION NOTES:
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH THE MOST RECENT VERSION OF THE CITY OF OKLAHOMA CITY
STANDARD SPECIFICATIONS AND SHALL BE UNDER THE SUPERVISION
OF THE CITY ENGINEER OF OKLAHOMA CITY OR HIS DESIGNEE.
2. CONTRACTOR SHALL NOTIFY ENGINEER OR ENGINEER'S DESIGNEE
FOR ANY DISCREPANCIES BETWEEN DESIGN INFORMATION AND CITY
OF OKLAHOMA CITY STANDARD REQUIREMENTS PRIOR TO
CONSTRUCTION.
3. AT CONTRACTORS CONVENIENCE, CONTRACTOR MAY REQUEST
SUBSTITUTION OF ALTERNATE METHODS OF CONSTRUCTION FROM
THAT CALLED FOR, SUBJECT TO APPROVAL BY THE ENGINEER. THE
CONTRACTOR SHALL THEN BE PAID THE LESSOR OF THE SUM OF THE
ASSOCIATED BID ITEMS FOR THE RESPECTIVE METHODS.
4. ANY CONTRACTOR/SUBCONTRACTOR PERFORMING WORK ON THIS
PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATION. SAID
EXISTING FACILITIES SHALL INCLUDE BUT NOT BE LIMITED TO BERMS,
DITCHES, FENCES, MAILBOXES, SIGN POLES, TRAFFIC SIGNAL
RELATED STRUCTURES, SPRINKLER SYSTEMS, AND REMOVAL OR
DAMAGE TO EXISTING FACILITIES SHALL BE REPLACED OR REPAIRED
BY CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE
CITY OF OKLAHOMA CITY.
5. ALL WORK NOT CLASSIFIED AS A "PAY ITEM" SHALL BE CONSIDERED
INCIDENTAL CONSTRUCTION, THE COST OF WHICH SHALL BE
INCLUDED IN THE COST OF OTHER BID ITEMS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL
LANDSCAPING, TREES AND IRRIGATION SYSTEMS IN AS GOOD OR
BETTER CONDITION AS THEY WERE PRIOR TO CONSTRUCTION.
WHERE POSSIBLE THE CONTRACTOR SHALL BORE UNDER TREES,
IRRIGATION SYSTEMS, MAILBOXES, AND APPURTENANCES. THE COST
OF THE BORE OR REPLACEMENTS OF THESE ITEMS IS CONSIDERED
INCIDENTAL AND INCLUDED IN THE COST OF OTHER ITEMS.
7. UNDERGROUND UTILITIES DEPICTED IN DRAWINGS HAVE BEEN
DEVELOPED FROM FIELD INFORMATION AND AS BUILT DRAWINGS.
THE CITY OR ENGINEER ARE NOT RESPONSIBLE FOR THEIR
ACCURACY. PRIOR TO COMMENCING ANY CONSTRUCTION OR
DIGGING OPERATIONS WITHIN THE AREA OF THESE DRAWINGS, A
FIELD VERIFICATION AND PHYSICAL EXAMINATION OF THE LIMITS
SHALL BE MADE BY THE CONTRACTOR. THE CONTRACTOR SHALL
ASSUME THAT ADDITIONAL UNDERGROUND LINES DO EXIST AND ARE
NOT SHOWN ON THESE DRAWINGS. THE LOCATIONS, BOTH
HORIZONTAL AND VERTICAL, SHOWN ON THESE DRAWINGS ARE
ONLY APPROXIMATE.
8. THE CONTRACTOR SHALL VIDEO RECORD ALL AREAS POTENTIALLY
IMPACTED BY WORK PRIOR TO AND AFTER CONSTRUCTION IN
COMPLIANCE WITH ALL SPECIFICATIONS.
9. THE CONTRACTOR SHALL MAINTAIN MARKED UP SET OF DRAWINGS
TO BE SUBMITTED TO THE OWNER AND ENGINEER AT THE END OF
THE PROJECT.
10. SUBMITTALS AND PERMITS
A. ALL MATERIAL SPECIFIED IN THE PLANS MUST BE SUBMITTED FOR
APPROVAL PRIOR TO PLACEMENT. SUCH SUBMITTALS SHALL
INDICATE THE INSTALLATION LOCATIONS OF THE PROPOSED
MATERIAL AND SHALL INCLUDE SUFFICIENT MANUFACTURER'S
INFORMATION TO DETERMINE WHETHER THE MATERIAL IS IN
ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
B. THE COST OF DEVELOPING A STORM WATER POLLUTION
PREVENTION PLAN, OBTAINING A STORM WATER DISCHARGE
PERMIT AND ANY OTHER STATE OR FEDERAL LAND OR WATER
DISTURBING PERMITS SHALL BE INCLUDED IN THE BID ITEM
EROSION AND SEDIMENT CONTROL. A STORM WATER DISCHARGE
PERMIT IS REQUIRED BEFORE ANY LAND DISTURBING ACTIVITIES
CAN BEGIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REPAIR AND REPLACEMENT OF ALL EROSION CONTROL
MEASURES REQUIRED TO OBTAIN THE PERMITS.
C. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
APPROVED PLANS, WORK ORDERS, AND PERMITS REQUIRED BY
THE CITY.
D. A NOTICE OF INTENT (NOI) AND STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) SHOULD BE SUBMITTED 30 DAYS
PRIOR TO THE INITIAL DISTURBANCE OF SOILS.
E. ALL LAND DISTURBING ACTIVITIES INSIDE OKC LIMITS MUST
OBTAIN A LAND DISTURBING ACTIVITY PERMIT WITH THE CITY OF
OKLAHOMA CITY STORM WATER QUALITY MANAGEMENT DIVISION.
ADDITIONALLY, CONSTRUCTION ACTIVITIES THAT RESULT IN LAND
DISTURBANCE OF EQUAL TO OR GREATER THAN ONE (1) ACRE, OR
LESS THAN ONE (1) ACRE IF THEY ARE PART OF A LARGER
COMMON PLAN OF DEVELOPMENT OR SALE THAT TOTALS AT
LEAST ONE (1) ACRE MUST OBTAIN AUTHORIZATION TO
DISCHARGE STORMWATER UNDER THE OPDES CONSTRUCTION
GENERAL PERMIT OKR10.
F. APPLICATIONS FOR PAYMENT SHALL ONLY INCLUDE CURRENT
CONTRACT QUANTITIES AND SHALL NOT INCORPORATE
OVERRUNS OR QUANTITIES FROM UNAPPROVED AMENDMENTS
OR CHANGE ORDERS UNTIL SUCH OVERRUNS ARE IDENTIFIED IN
AMENDMENTS OR CHANGE ORDERS AND HAVE BEEN APPROVED
BY THE CITY COUNCIL AND OCWUT.
G. SEE SPECIAL PROVISIONS IN THE SPECIFICATION BOOK FOR
ADDITIONAL SUBMITTAL REQUIREMENTS.
11. SURVEY REQUIREMENTS
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION
STAKING. THE STAKING MUST BE PERFORMED BY A
PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF
OKLAHOMA WHICH WILL BE VERIFIED AT PRE-WORK CONFERENCE.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GPS
"AS-BUILT" SURVEY, FOLLOWING THE COMPLETION OF
CONSTRUCTION, FOR EVERY 100' ALONG THE INSTALLED PIPELINE
WITH COORDINATES OF THE VALVES, FIRE HYDRANTS, EXISTING
WATER METERS, AND SIMILAR APPURTENANCES. COMPLETE
AS-BUILT PLANS, AUTOCAD DRAWING, AND COORDINATES DATA
SHEET SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR
APPROVAL. THIS TASK MUST BE PERFORMED BY A PROFESSIONAL
LAND SURVEYOR REGISTERED IN THE STATE OF OKLAHOMA.
DATA SUBMITTED SHALL BE TIED TO OKLAHOMA STATE PLANE
COORDINATE SYSTEM (NAD 1983 CORS 96).
12. UTILITY REQUIREMENTS
A. THE CONTRACTOR SHALL CONTACT THE OKLAHOMA "OKIE"
ONE-CALL SYSTEM PRIOR TO CONSTRUCTION AND AS NECESSARY
THROUGHOUT THE PROJECT.
B. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND
COORDINATING WITH ALL PUBLIC OR PRIVATE UTILITY COMPANIES
IN THE VICINITY OF CONSTRUCTION.
C. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES
AND DEPTHS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR OF ALL
PRIVATE & PUBLIC UTILITIES DAMAGED DURING CONSTRUCTION
AT NO COST TO THE CITY. UTILITY CROSSINGS SHOWN ARE BASED
ON AVAILABLE DATA AND ARE APPROXIMATE.
D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF
ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, EITHER
PUBLIC OR PRIVATE, AND SHALL SATISFY THEMSELVES AS TO
THEIR ACTUAL LOCATION PRIOR TO COMMENCING
CONSTRUCTION.
E. UTILITY POTHOLING SHALL BE PERFORMED BY HYDROVAC OR
ALTERNATIVE METHOD AS APPROVED BY THE ENGINEER.
F. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
APPROXIMATE LOCATIONS ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE ENGINEER, THE OWNER OR THE
OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL
DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES
BEFORE COMMENCING FABRICATION OF MATERIALS OR ERECTION
OF THE WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE
CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE
ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL BE
RESPONSIBLE FOR CONTACTING ALL FRANCHISE AND CITY
UTILITIES PRIOR TO CONSTRUCTION.
G. THE CONTRACTOR SHALL EXERCISE CAUTION IN THE PROGRESS
OF WORK IN ORDER TO PREVENT INTERRUPTION OF EXISTING
UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH UTILITY
COMPANIES TO RESTORE INTERRUPTED SERVICES AS QUICKLY
AS POSSIBLE. THE CONTRACTOR SHALL ENSURE POLES
AFFECTED BY TRENCHING ARE BRACED BY THE UTILITY OWNER
OR CONTRACTOR.
13. TRAFFIC CONTROL
A. A WORK ZONE PERMIT MUST BE OBTAINED FROM THE TRAFFIC
SERVICES DIVISION AT LEAST TWO (2) WORKING DAYS PRIOR TO
THE START OF WORK AND/OR PLACING OR REMOVING ANY
BARRICADES OR MODIFYING EXISTING TRAFFIC CONTROL
DEVICES. APPLICATION FOR WORK ZONE PERMIT CAN BE LOCATED
AT HTTPS://ACCESS.OKC.GOV/ACA/DEFAULT.ASPX .
B. CONTRACTOR SHALL CONTACT OKLAHOMA CITY TRAFFIC
OPERATIONS AT (405)297-2085 FOR THE MARKING OF TRAFFIC
SIGNAL CONDUIT AND APPURTENANCES AT LEAST TWO (2)
WORKING DAYS PRIOR TO START OF CONSTRUCTION AND/OR
PLACING OR REMOVING ANY BARRICADES OR MODIFYING
EXISTING TRAFFIC CONTROL DEVICES.
C. THE CONTRACTOR SHALL MAINTAIN ACCESS ON ALL STREETS AND
TO BUSINESS DURING REGULAR BUSINESS HOURS FOR EACH
ESTABLISHMENT.
D. TRENCHING OPERATION ACROSS DRIVEWAYS AND MINOR
ROADWAYS SHALL BE ACCOMPLISHED 1/2 WIDTH AT A TIME
WHENEVER POSSIBLE SO THAT NO ROADWAY IS COMPLETELY
CLOSED UNLESS APPROVED BY TRAFFIC MANAGEMENT.
E. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT
OF ALL PAVEMENT MARKINGS THAT WILL BE IN CONFLICT WITH
PROPOSED WORK.
F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SETUP AND
MAINTENANCE OF BARRICADES AND OTHER TRAFFIC WARNING
DEVICES AS NECESSARY AROUND THE CONSTRUCTION AREA AND
ADJACENT TO OPEN TRENCHES. ALL BARRICADES, WARNING
SIGNS, ETC., FOR THE GUIDANCE AND PROTECTION OF TRAFFIC
AND PEDESTRIANS MUST CONFORM TO THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES, LATEST EDITION. CONTRACTOR
SHALL OBTAIN APPROVAL BY THE CITY TRAFFIC MANAGEMENT
DIVISION PRIOR TO ANY ROAD CLOSURE.
G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROMPT
REPLACEMENT AND/OR REPAIR OF ALL TRAFFIC CONTROL
DEVICES AND APPURTENANCES DAMAGED OR DISTURBED DUE TO
CONSTRUCTION.
H. ALL TRAFFIC CONTROL DEVICES SHALL BE PLACED, RELOCATED,
OR REMOVED BY THE CONTRACTOR WHEN REQUIRED. THE COST
OF SAID WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR
TRAFFIC CONTROL.
14. GRADING
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL
DISTURBED AREAS TO DRAIN AS WELL AS OR BETTER THAN
EXISTING CONDITIONS.
B. THE COST FOR REMOVAL OF ANY TREES SHALL BE CONSIDERED
INCIDENTAL AND INCLUDED IN THE UNIT PRICE BID FOR OTHER
ITEMS. ANY TREE TO BE REMOVED MUST BE APPROVED BY THE
ENGINEER OR CITY.
C. FINAL SITE GRADING MUST BE COMPLETE PRIOR TON
INSTALLATION OF WATER AND SANITARY SEWER MAINS.
15. EROSION
A. A COPY OF THE EROSION CONTROL SITE PLAN MUST BE ON SITE
AT ALL TIMES AND MADE AVAILABLE TO THE INSPECTOR UPON
REQUEST.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR
REPLACEMENT OF ALL EROSION CONTROL DEVICES DAMAGED
DUE TO CONSTRUCTION.
C. LIST EROSION CONTROL QUANTITIES AND WHO WILL BE
RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE
EROSION CONTROL.
D. BLOCK OFF ACCESS OR ADD CONSTRUCTION ENTRANCE.
E. A MINIMUM OF 18" OF SOD IS REQUIRED ALONG ALL CURB &
FLUMES.
F. SOLID SLAB SODDING TO INCLUDE SUPPLY AND INSTALLATION OF
SOLID SLAB SOD, FERTILIZER, HAND RAKING, WATERING AND
ROLLING.
G. SOLID SLAB SODDING SHALL BE BERMUDA OR FESCUE.
H. PLACE SOD IN A POSITION PERPENDICULAR TO ALL SLOPES.
STAKE IN PLACE AS NEEDED.
I. PROVIDE A SMOOTH TRANSITION BETWEEN SOD AND EXISTING
TURF AREAS.
J. ROLL SODDED AREAS TWICE WITH WATER FILLED HAND ROLLER,
NOT EXCEEDING 250 LBS. EACH ROLLING PERPENDICULAR TO
EACH OTHER.
K. WATER SUFFICIENTLY TO MOISTEN GRASS AND SOIL. DO NOT
OVER-WATER, CAUSING EROSION. REPAIR DAMAGED OR ERODED
AREA AS SPECIFIED.
L. FERTILIZE WITH 10-20-10 IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS AT A RATE OF 6 LBS. PER 1,000 SQUARE FEET.
LIGHTLY WATER TO DISSIPATION OF FERTILIZER.
M. MAINTAIN SOD FOR 45 DAYS IF PLACED DURING GROWING SEASON
OR UNTIL THE FOLLOWING GROWING SEASON IF PLACED DURING
DORMANT SEASON. MAINTENANCE SHALL INCLUDE MOWING AND
WATERING OF INSTALLED SOD. CONTRACTOR TO NOTIFY
PROPERTY OWNER AT END OF MAINTENANCE PERIOD.
N. ON APRIL 30, 2013, THE CITY OF OKLAHOMA CITY ADOPTED A
RESOLUTION ESTABLISHING A PERMANENT MANDATORY WATER
CONSERVATION PROGRAM RESTRICTING WATERING TO EVERY
OTHER DAY WITH PROPERTIES WITH ODD NUMBERED ADDRESSES
BEING PERMIT TO WATER ONLY ON ODD NUMBERED DAYS AND
PROPERTIES WITH EVEN NUMBERED ADDRESSES BEING
PERMITTED TO WATER ONLY ON EVEN NUMBER DAYS. SHOULD
CONDITIONS INCLUDING BUT NOT LIMITED TO DECREASED WATER
SUPPLY STORAGE LEVELS OR DROUGHT CAUSE CONDITIONS TO
DETERIORATE INCREASED WATER RESTRICTIONS MAY COME INTO
EFFECT. THESE CURRENT AND FUTURE CONSERVATION
REQUIREMENTS AND WATER AND WATERING RESTRICTIONS ARE
APPLICABLE TO ALL PROJECTS AND CONTRACTORS JUST AS THEY
ARE APPLICABLE TO OKLAHOMA CITY CITIZENS. SEE DETAILS AT:
HTTP://WWW.SQUEEZEEVERYDROP.COM/
THE CITY OF OKLAHOMA CITY HAS ALSO ESTABLISHED A
VARIANCE PROGRAM FOR IRRIGATION OF NEW LANDSCAPING.
CONTRACTOR WILL BE RESPONSIBLE FOR TIMELY OBTAINING AND,
IF AND AS GRANTED, FOR COMPLIANCE WITH THE VARIANCE
PROGRAM REQUIREMENTS. SEE DETAILS AT:
HTTP://WWW.SQUEEZEEVERYDROP.COM/WATER
CONSERVATIONPROGRAM/VARIANCEPROGRAM.ASPX
FAILURE TO COMPLY WITH THE CURRENT AND FUTURE
RESTRICTIONS AND REQUIREMENTS OF THE MANDATORY WATER
CONSERVATION PROGRAM OR THE VARIANCE, IF AND AS
GRANTED, MAY RESULT IN THE RECEIPT OF A CITATION AND/OR
THE REVOCATION FOR THE VARIANCE.
O. CONTRACTOR SHALL CONSTRUCT SILT FENCES OR OTHER
PHYSICAL BARRIERS AS NECESSARY AROUND DISTURBED AREAS
TO CONTROL EROSION, OFF-SITE SILTATION, AND COMPLY WITH
APPLICABLE ENVIRONMENTAL LAWS AND REGULATIONS.
16. AGGREGATE
A. TYPE "A" AGGREGATE BACKFILL SHALL BE PLACED IN ALL
TRENCHES AND DITCHES UP TO GROUND LEVEL WHERE WATER
AND/OR SEWER LINES CROSS UNDER PROPOSED OR EXISTING
PAVING. TYPE "A" AGGREGATE BACKFILL SHALL BE COMPACTED IN
ACCORDANCE WITH THE CITY OF OKLAHOMA CITY STANDARD
SPECIFICATIONS. THE MAXIMUM PAY QUANTITY REQUIRED TO FILL
A NEAT MINIMUM WIDTH DITCH, LISTED IN THE TRENCH WIDTH
DETAIL, FROM THE EMBEDMENT ZONE OF THE PIPE TO THE
PAVEMENT SUBGRADE ELEVATION TO 5' BACK OF CURB ON EACH
SIDE OF THE STREET. ANY ADDITIONAL TYPE "A" AGGREGATE
REQUIREMENTS ARE CONSIDERED INCIDENTAL.
B. COMPACTION OF TRENCH BACKFILL IN PAVED AREAS SHALL BE
95% STANDARD PROCTOR DENSITY.
C. BACKFILL AND EMBEDMENT MATERIAL WILL NOT BE PAID
DIRECTLY, COST SHALL BE INCLUDED IN OTHER ITEMS.
17. STRUCTURE & CULVERTS
A. THE COST OF ANY TEMPORARY FENCING AND THE REMOVAL AND
REPLACEMENT OF ALL FENCES, RETAINING WALLS
MISCELLANEOUS FOOTINGS, WALLS, SIDEWALKS, CONCRETE AND
BRICK PLANTERS, SHEDS, CONCRETE PADS, PORTABLE
BUILDINGS, AND OTHER MISCELLANEOUS ITEMS SHALL BE
INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS.
18. WATER
A. STANDARD DEPTH OF COVER SHALL BE A MINIMUM OF 4.0 FEET,
UNLESS OTHERWISE NOTED.
B. THE CONTRACTOR SHALL PROVIDE SEVEN (7) DAYS NOTICE TO
OKLAHOMA CITY LINE MAINTENANCE DIVISION AND THE PROPERTY
OWNERS PRIOR TO TAKING ANY WATER MAIN OUT OF SERVICE.
THE CONTRACTOR IS NOT ALLOWED TO OPERATE ANY VALVE
CONNECTED TO OKLAHOMA CITY WATER MAINS.
C. ANY WATER MAIN THAT IS REQUIRED TO BE TEMPORARILY TAKEN
OUT OF SERVICE MUST HAVE AN APPROVED SHUTDOWN FORM
AND MUST BE AT LOW DEMAND TIMES BETWEEN 5 PM AND 6 AM
FOR COMMERCIAL AND INDUSTRIAL AREAS AND BETWEEN 10 PM
AND 6 AM FOR RESIDENTIAL AREAS, OR AS DETERMINED AND
APPROVED BY THE OCWUT GENERAL MANAGER, OR DESIGNEE. NO
ADDITIONAL COMPENSATION OR CONTRACT TIME WILL BE
PROVIDED RESULTING FROM A WATER MAIN TEMPORARILY TAKEN
OUT OF SERVICE OR FOR COMPONENTS THAT MAY FAIL DURING
SHUT DOWN AND REQUIREMENTS FOR RESCHEDULE.
D. THE CONTRACTOR IS NOT AUTHORIZED TO OPERATE ANY VALVE
CONNECTED TO THE OKLAHOMA WATER MAINS. PRIOR TO
COMMENCING ANY WATER MAIN SHUTDOWN WORK, THE
CONTRACTOR MUST SUBMIT A SHUTDOWN FORM TO THE OCWUT
GENERAL MANAGER OR DESIGNEE. WATER MAINS THAT ARE
SMALLER THAN 16 INCHES MUST HAVE THE “SHUTDOWN FORM-12
INCH AND SMALLER” SUBMITTED 7 CALENDAR DAYS PRIOR TO THE
SHUT DOWN REQUEST. WATER MAINS THAT REQUIRE A TAP OR
ISOLATION THAT ARE 16 INCHES OR LARGER IN DIAMETER MUST
HAVE THE “SHUTDOWN AND/OR TAP FORM-16 INCHES OR LARGER”
SUBMITTED 14 CALENDAR DAYS PRIOR TO SHUTDOWN. THE
CONTRACTOR IS NOT AUTHORIZED TO COMMENCE WITH TAKING
ANY WATER MAIN OUT OF SERVICE UNTIL OBTAINING AN
APPROVED SHUTDOWN FORM.
E. EXISTING VALVES, PIPELINES AND STRUCTURES MAY LEAK IN THE
CLOSED POSITION. CONTRACTOR SHALL PROVIDE REASONABLE
MEANS AND EQUIPMENT TO CONTROL WATER LEAKING DURING
CONSTRUCTION ACTIVITY.
F. ALL CROSSINGS AND PROPOSED TIE-IN LOCATIONS SHALL BE
EXCAVATED AHEAD OF CONSTRUCTION TO VERIFY THE FLOWLINE
ELEVATION OF EXISTING WATER MAINS.
G. TEMPORARY SERVICE LINES MAY BE REQUIRED TO PROVIDE
WATER SERVICE TO CUSTOMERS. TEMPORARY WATER SERVICE
LINES MUST BE DISINFECTED PRIOR TO USE AND ALL MATERIALS
SHALL MEET NSF/ANSI 61 CERTIFICATION FOR POTABLE WATER
USE. COST ARE CONSIDERED INCIDENTAL TO WORK.ANY WATER
MAIN THAT IS OPENED AND THE INTERIOR SURFACE OF THE
WATER SYSTEM EXPOSED TO THE ENVIRONMENT MUST OBTAIN A
BACTERIOLOGICAL TESTING IN ACCORDANCE TO AWWA
C651-14.THE CONTRACTOR MAY BE REQUIRED TO INSTALL
ADDITIONAL EROSION CONTROL DEVICES BEFORE FLUSHING
WATERLINE TO MINIMIZE EROSION AND TO REMAIN IN
COMPLIANCE WITH LOCAL AND FEDERAL N.P.D.E.S. PERMIT
REQUIREMENTS.
H. ALL CUT, PLUG AND ABANDON OF WATERLINES SHALL BE
INCIDENTAL TO THE CONNECTION OF THE NEW WATERLINE.
I. WHEN AN EXISTING VALVE IS ABANDONED IN A PAVED AREA, THE
VALVE BOX IS TO BE FILLED WITH CONCRETE. WHEN AN EXISTING
VALVE IS ABANDONED IN A GRASSY AREA, THE BOX IS TO BE
PULLED AND THE TOP NUT REMOVED FROM THE VALVE. THE COST
OF THIS WORK IS CONSIDERED INCIDENTAL.
J. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
COMPLIANCE WITH ALL APPLICABLE REGULATIONS FOR THE
REMOVAL & DISPOSAL OF TRANSIT PIPE. ALL COSTS SHALL BE
INCLUDED IN THE PRICE BID FOR OTHER ITEMS.
K. ALL SERVICES ARE TO BE CONNECTED TO EXISTING METER WITH
NEW TYPE "K" COPPER OR PEX-A FROM PROPOSED WATER MAIN.
PEX-A SHALL BE INSTALLED PER OKC STANDARDS ON
WWW.OKC.GOV. LONG SERVICES WITH PEX-A SHALL REQUIRE A
PVC CASING. ALL NEW LONG SERVICE CONNECTIONS SHALL BE
BORED UNDER THE ROADWAY.
L. ALL EXISTING METERS SHALL BE RECONNECTED AT EXISTING
LOCATION, UNLESS EXISTING LOCATION IS OUTSIDE
RIGHT-OF-WAY, IN A DRIVEWAY, IN AN ADA RAMP, ON A SIDEWALK
OR PAVED SURFACE, WHEREIN THE METER SHALL BE RELOCATED
TO A PERVIOUS AREA WHERE FEASIBLE.
M. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL
EXISTING WATER METER BOXES THAT ARE TO REMAIN WITHIN A
PAVED AREA, OR TO BE RELOCATED TO A PAVED AREA, OR THOSE
AREAS CONTAINING DECORATIVE PAVERS WITH AN APPROVED
LOAD BEARING WATER METER BOX.
N. THE CONTRACTOR SHALL NOTIFY OCWUT UPON DISCOVERY OF
ANY LEAD WATER SERVICE LINE ON THE PUBLIC OR PRIVATE SIDE
OF THE METER.
O. ALL WATER METERS, FIRE HYDRANTS, AND/OR VALVE BOXES
SHALL BE INSTALLED OR RELOCATED TO A LOCATION WITHIN CITY
RIGHT-OF-WAY OR UTILITY EASEMENT ONLY AND BE OUTSIDE OF
EXISTING OR PROPOSED A.D.A. RAMPS, DRIVEWAYS, SIDEWALKS
AND PAVED SURFACES WHERE FEASIBLE.
P. HYDRANTS SHALL CONFORM TO AWWA STANDARD C502, LATEST
REVISION AND MEET CURRENT CITY OF OKLAHOMA CITY
SPECIFICATIONS.
Q. ALL VERTICAL AND HORIZONTAL FITTINGS REQUIRE MECHANICAL
JOINT RESTRAINTS PER CITY OF OKLAHOMA CITY SPECIFICATIONS.
R. RESTRAINED JOINTS SHALL BE REQUIRED ON ALL PIPE JOINTS
WITHIN THE AREAS DIMENSIONED ON THE PLANS.
S. THRUST BLOCKS ARE NOT REQUIRED ON THIS PROJECT UNLESS
SPECIFIED.
T. THE COST OF PERFORMING TAPS SHALL BE INCLUDED WITH THE
TAPPING SLEEVE OR SADDLE.
U. ALL STAINLESS STEEL TAPPING SLEEVES MUST BE TYPE 316
STAINLESS STEEL, AND TYPE 316 STAINLESS STEEL BOLTS & NUTS
OR XYLAN COATED.
V. TAPPING PVC PIPE - AWWA C-900, PRESSURE CLASS 200, DR 14 -
FOR 3/4" THROUGH 2" TAPS. - BRASS SADDLES WITH STAINLESS
STEEL DOUBLE BAND NUTS AND BOLTS OR APPROVED EQUAL. NO
DIRECT TAP WILL BE ALLOWED. ALL TAPS 2" AND SMALLER WILL
REQUIRE TAPPING SADDLES.
W. TAPPING DUCTILE IRON PIPE - FOR 1" THROUGH 2" TAPS, SERVICE
SADDLES SHALL BE STAINLESS STEEL BAND NUTS, BOLTS, AND
FUSION BONDED EPOXY COATING, OR APPROVED EQUAL. WHEN
TAPPING AN EXISTING DUCTILE IRON PIPE, TAPPING SADDLE WILL
BE REQUIRED FOR 2" AND SMALLER TAP, SLEEVES WILL BE
REQUIRED FOR TAPS GREATER THAN 2". WHEN TAPPING A
PROPOSED DUCTILE IRON PIPE, 1" DIRECT TAPS MAY BE MADE
WITHOUT TAPPING SADDLE, NO TAPPING SADDLE WILL BE
REQUIRED. TAPS LARGER THAN 1" WILL REQUIRE TAPPING
SADDLE. THESE REQUIREMENTS SUPERCEDE THE REQUIREMENTS
STATED WITHIN "THE CITY OF OKLAHOMA CITY SPECIFICATIONS
FOR WATER METERS AND WATER SERVICE INSTALLATION" PAGE
15 ITEM D TAPPING SADDLES.
X. WHEN PVC PIPE IS SPECIFIED AND USED, THE CONTRACTOR
SHALL INSTALL ONE STRAND OF NO. 12 GAUGE COPPER TRACER
WIRE ALONG TOP OF ALL PVC PIPES, BRING THE TRACER WIRE TO
TOP OF GROUND AND ANCHOR AT ALL VALVES, FIRE HYDRANTS,
AND OTHER APPURTENANCES THE COST OF WHICH SHALL BE
INCLUDED IN OTHER ITEMS.
Y. PAYMENT FOR FIRE HYDRANTS SHALL INCLUDE 1 FIRE HYDRANT,
1-12" EXTENSION, 3 LF OF 6" WATER LINE, AND ALL ASSOCIATED
FITTINGS. ALL HYDRANT PARTS SHALL BE ORIGINAL EQUIPMENT
MANUFACTURER. PAYMENT DOES NOT INCLUDE A TEE AND A 6"
GATE VALVE.
Z. THE CONTRACTOR MAY BE REQUIRED TO INSTALL ADDITIONAL
EROSION CONTROL DEVICES BEFORE FLUSHING WATERLINE TO
MINIMIZE EROSION AND TO REMAIN IN COMPLIANCE WITH LOCAL
AND FEDERAL N.P.D.E.S. PERMIT REQUIREMENTS.
AA. INSTALLATION OF A STEEL VALVE EXTENSION TO WITHIN 1'-0"
OF THE FINISHED GRADE IS REQUIRED. THE EXTENSION SHALL BE
ATTACHED TO THE VALVE NUT PER MANUFACTURER'S
RECOMMENDATION.
AB. THE CONTRACTOR SHALL BORE ALL DRIVEWAYS AND OTHER
AFFECTED STRUCTURES WHERE POSSIBLE UNLESS OTHERWISE
NOTED. ALL CONCRETE DRIVEWAYS TO BE REPLACED SHALL BE
BACKFILLED WITH TYPE A AGGREGATE AND REPLACED FROM THE
PAVING GUTTER LINE TO THE JOINT ALONG THE PROPERTY LINE.
AC. ALL COSTS FOR ANY DEWATERING SHALL BE CONSIDERED AS
INCIDENTAL CONSTRUCTION.
AD. ALL COSTS FOR PUMPING AND BYPASSING SHALL BE
CONSIDERED INCIDENTAL CONSTRUCTION.
19. SURFACING
A. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL BUILT
ELEMENTS, INCLUDING BUT NOT LIMITED TO SIDEWALKS, PARKING
SPACES AND ACCESS RAMPS COMPLY WITH THE OKLAHOMA CITY
ADA STANDARD REQUIREMENTS.
B. CONTRACTOR SHALL PROVIDE A MEDIUM BROOM FINISH ON ALL
CONCRETE WALKS, RAMPS, AND PAVING SURFACES
C. ALL CONCRETE DRIVEWAYS TO BE REPLACED SHALL BE REMOVED
AND REPLACED FROM THE PAVING GUTTER LINE TO THE JOINT
ALONG THE PROPERTY LINE, UNLESS OTHERWISE SPECIFIED IN
PLANS.
D. IN AREAS WHERE CONCRETE PAVING IS TO ABUT EXISTING
PAVING, THE CONTRACTOR SHALL CONSTRUCT A THICKENED
EDGE IN THE CONCRETE.
E. ALL P.C. CONCRETE PAVEMENT, CURBS, DRIVEWAYS AND
SIDEWALKS DISTURBED BY THIS PROJECT SHALL BE REPLACED
WITH HIGH EARLY STRENGTH (HES) CONCRETE, 4,000 P.S.I.
MINIMUM.
F. THERE IS NO PAY ITEM FOR SAW CUTTING PAVEMENT AND SHALL
BE INCLUDED IN OTHER ITEMS OF WORK.
G. PRICE BID FOR PAVEMENT CUT AND PERMANENT REPAIR
(CONCRETE) TO INCLUDE ALL CONCRETE, REBAR, TYPE A
AGGREGATE BACKFILL, AND ANY OTHER NECESSARY WORK OR
MATERIALS NECESSARY FOR THE REPAIR AS SHOWN ON OKC
STANDARD DETAIL.
H. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR BACKFILLING ALL ISLANDS, BEHIND CURBS,
AND ALL OTHER AREAS TO BE LANDSCAPED WITH A MINIMUM
FOUR (4") INCH DEPTH OF TOPSOIL.
I. BACKFILL MATERIAL WILL NOT BE PAID DIRECTLY, COST SHALL BE
INCLUDED IN OTHER ITEMS. BACKFILL MATERIAL UNDER
PAVEMENT SHALL MEET THE REQUIREMENTS OF TYPE A PER
STANDARD SPECIFICATION 923.
J. THE CONTRACTOR IS RESPONSIBLE FOR THE REPLACEMENT
AND/OR REPAIR OF ALL EXISTING ADA IMPROVEMENTS DAMAGED
OR DISTURBED DURING CONSTRUCTION.
20. SIGNING & STRIPING
A. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL
DEVICES SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES, LATEST EDITION. ALL PAVEMENT STRIPING
SHALL BE FOUR (4) INCHES WIDE, UNLESS SHOWN OTHERWISE ON
THE PLANS.
21. FINAL CLEANUP
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL
LANDSCAPING IN AS GOOD OR BETTER CONDITION AS EXISTING
LANDSCAPING.
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DATE:
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CHECKED BY:
Project #: WC-1120
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DATE: 6/25/25
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PAY ITEM NOTES:
1. PAY ITEM TO INCLUDE ANY REQUIRED MEGALUG FITTINGS.
2. PAY ITEM IS AN ESTIMATED QUANTITY TO BE USED AT THE DIRECTION OF THE ENGINEER.
3. AN ESTIMATED FOURTEEN (14) EXISTING WATER METERS NEED THEIR SERVICES CUT, METERS RELOCATED RELATIVELY NORTH OF THEIR RESPECTIVE SERVICE ADDRESS, AND RECONNECTED TO THE NEW 12-INCH PVC WATERLINE TO BE INSTALLED AS PART OF THIS PROJECT.
PAY ITEM TO INCLUDE ALL TOOLS, EQUIPMENT, REMOVALS, EXCAVATION, LABOR, SERVICE LINES, MATERIALS, AND ANY OTHER INCIDENTALS NECESSARY TO RESTORE WORKING WATER SERVICES AND COMPLETE WORK PER OKC SPECIFICATION 504.
4. A LICENSED PLUMBER AND/OR OTHER PLUMBING CODE REQUIREMENTS MAY BE NECESSARY FOR THE PRIVATE-SIDE RECONNECTION OF
WATER SERVICE LINES AND SHALL BE CONSIDERED INCIDENTAL TO THIS PAY ITEM.
5. CONTRACTOR IS RESPONSIBLE TO IDENTIFY PRIVATE IRRIGATION SYSTEM AND WORK WITH OWNERS FOR PLACEMENT OF RESETTING ALL PIPES, HEADS, AND CONTROLS OF IRRIGATION SYSTEM DISTURBED BY CONSTRUCTION. ITEM IS AN ESTIMATE AMOUNT, CONTRACTOR RESPONSIBLE FOR SUPPLYING ENGINEER WITH ACCURATE AMOUNTS AND LOCATIONS PER AS-BUILT REQUIREMENTS.
6. PAY ITEM TO INCLUDE WATERLINE CUTS, REMOVAL AND PLUGS PER SHEET 11, AND COST TO INCLUDE EXCAVATION, DEMOLITION, CONCRETE OR EMBEDMENT, TOOLS, LABOR, MATERIALS, AND ANY OTHER INCIDENTALS NECESSARY TO COMPLETE WORK. REFER TO "TYPICAL IN-LINE PIPE CUT AND RESTRAINED PLUG" DETAIL ON OKC STANDARD DETAIL SHEET 501.
7. 6-INCH THICK BLACK-COLORED CONCRETE MAY BE ACCEPTABLE IN LIEU OF ASPHALT REPLACEMENT AS SPECIFIED IN OKC SPECIFICATION
813. FOR BLACK-COLORED CONCRETE USE SOLOMAN COLOR'S COLOR #920 AND APPLY AT 25 LBS PER 2 CY OF CONCRETE, REFER TO OKC
STANDARD DETAIL D-800A FOR MORE DETAILS.
8. PAY ITEM ESTIMATED AT 3576 LF OF SILT FENCE.
DATE:
DRAWN BY:
CHECKED BY:
Project #: WC-1120
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CHECKED BY: BAE
DATE: 6/25/25
POSSIBLE TRENCHING
IF NOT USING SHEETING
& SHORING
5' T
YP
4' M
IN
5'
MAX.
TRENCH
WIDTH
XX
XX
XX
R O
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XX
XX
XX
TYPICAL EROSION CONTROL INSTALLATION DETAIL
8" TO 12" WATERLINE PIPE
OSHA TRENCH REPOSE
IF DEEPER THAN 5' &
NOT USING SHORING
1'
TYP.
PLACE SILT FENCING
ON DOWN SLOPE
EX. PAVEMENT
EX. GROUND
WC-1120 SUMMARY OF PAY ITEMS
ITEM
NO.
SPEC.
NO. ITEM UNIT ESTIMATED
QUANTITY AS-BUILT
1 501 (12IN) (PVC) WATERLINE PIPE (PUSH-ON JOINT) (DR-14) L.F. 2522.00
2 501 (12IN) (PVC) WATERLINE PIPE (RESTRAINED JOINT) (DR-14) L.F. 767.00
3 501 (8IN) (PVC) WATERLINE PIPE (RESTRAINED JOINT) (DR-14) L.F. 8.00
4 501 FITTINGS (12IN X 11.25 DEGREE BEND) 1 EA. 2.00
5 501 FITTINGS (12IN X 22.5 DEGREE BEND) 1 EA. 6.00
6 501 FITTINGS (12IN X 45 DEGREE BEND) 1 EA. 2.00
7 501 FITTINGS (12IN X 90 DEGREE BEND) 1 EA. 2.00
8 501 FITTING (12IN X 8IN TEE) 1 EA. 1.00
9 503 SINGLE SHORT SERVICE (1IN) EA. 1.00
10 503 SINGLE LONG SERVICE (1IN) 2 EA. 1.00
11 504 METER RELOCATION (1IN) 3,4 EA. 13.00
12 505 12IN SOLID SLEEVE 1 EA. 1.00
13 505 8IN SOLID SLEEVE 1 EA. 1.00
14 505 12IN X 12IN TAPPING SLEEVE 1 EA. 1.00
15 511 12IN GATE VALVE AND BOX 1 EA. 3.00
16 511 8IN GATE VALVE AND BOX 1 EA. 1.00
17 511 6IN INSERTION VALVE AND BOX 1 EA. 1.00
18 511 12IN TAPPING VALVE AND BOX 1 EA. 1.00
19 513 HYDROSTATIC PRESSURE TESTING AND DISINFECTION L.S. 1.00
20 800 REMOVE & RESET LAWN IRRIGATION PIPE (1/2" TO 2" DIA. PVC) 5 L.F. 100.00
21 800 REMOVE & RESET LAWN IRRIGATION HEAD 5 EA. 10.00
22 801 CONSTRUCTION STAKING (CONSTRUCTION SURVEY) L.S. 1.00
23 801 GPS "AS-BUILT" SURVEY L.S. 1.00
24 801 COLOR AUDIO/VIDEO RECORDING, PRE & POST CONSTRUCTION
(RECORDED DIGITALLY ON DVD)
L.S. 1.00
25 802 CONSTRUCTION SIGNING & TRAFFIC CONTROL L.S. 1.00
26 809 MOBILIZATION L.S. 1.00
27 810 CLEARING AND GRUBBING 6 L.S. 1.00
28 813 REMOVE AND REPLACE DRIVEWAY (ASPHALT) 7 S.Y. 8.00
29 813 REMOVE AND REPLACE DRIVEWAY (GRAVEL) S.Y. 23.00
30 813 REMOVE AND REPLACE DRIVEWAY (CONCRETE) S.Y. 188.00
31 819 ADJUST EXISTING STRUCTURE (HYDRANT) 1 EA. 1.00
32 840 SOLID SLAB SODDING S.Y. 10960.00
33 900 SEDIMENT & EROSION CONTROL 8 L.S. 1.00
OHE OHE OHE
GW W W W W W W W
W W W W W W W W
W W W W W W
W W W W W
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SSSSSSSSSS SSSSSSSSSS
TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG
HASWELL PROPERTY CO., LLC
BOOK 5943, PAGE 350
HASWELL LARRY WAYNE
BOOK 6526, PAGE 1067
HASWELL, LARRY W. & DAVA E.
BOOK 3150, PAGE 451
ELDER, JAMES A. & ROCHELLE M.
BOOK 5846, PAGE 1388
KENNEDY, J JE
ROME & MARY
KAY-LIV TRUST
BOOK 4436, PAGE 1447
MITCHELL, AMBER E. &
MICHAEL O.
BOOK 5135, PAGE 755
HENSON, SHEILA KAY & GARY
BOOK 6538, PAGE 12
ODOM, P.B. III T
RUST
ODOM, P.B. III T
RUST
BM # 1
BM # 2
DYH
DYH
DYH
DYH
DYH
SHEET 9 SHEET 10
SHEET 11 SHEET 12 SHEET 13
DYH
800 SW 164TH ST 700 SW 164TH ST 650 SW 164TH ST 640 SW 164TH ST 636 SW 164TH ST 520 SW 164TH ST 500 SW 164TH ST
16701 KEELY E LN 16701 HASWELL DR 600 HASWELL DR 528 SW 164TH ST 500 HASWELL DR
KAYLA L. HASWELL-LEE AND
JAMES S. BOOK 6756, PAGE 395
JAMES AND MARCY TURNER
BOOK 3894, PAGE 508
RORY A. AND DEANNA L. DOLLAR
BOOK 6162,PAGE 576
GREGORY LEE BALDWIN
BOOK 5932, PAGE 371
JEFFREY A. SCAMMAHORN II
AND ALIX K. SCAMMAHORN
BOOK 6309, PAGE 1006
NOTE: POSSIBLE
CONSTRUCTION
STAGING AREA
C.R.L. WC-1120
(12IN WATERLINE)
525 PLEASANT DR601 PLEASANT DR 501 PLEASANT DR701 PLEASANT DR725 PLEASANT DR16924 WESTERN AVE
16608
WESTERN AVE
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0150' 150' 300'
N
3 W
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SEC.33, T-10-N, R-3-W
SEC.28, T-10-N, R-3-W
DATE:
DRAWN BY:
CHECKED BY:
SHEET NUMBER
DATE:
DRAWN BY:
CHECKED BY:
Project #: WC-1120
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CHECKED BY: BAE
DATE: 6/25/25
PROPOSED WATERLINE
PROPOSED METER RELOCATION
LEGEND
0.8 ACRES
EROSION AND SEDIMENT CONTROLSSITE DESCRIPTION
X
X
X
X X
LAT: 35°18'18.36" N / LONG: 97°31'27.23" W
SW 164TH ST FROM S WESTERN AVE TO SERRANO DR
INSTALLATION OF NEW 12 INCH WATER LINE
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.
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PROJECT LIMITS:
PROJECT DESCRIPTION:
IF YES, LIST IMPAIRMENT:
SOIL STABILIZATION PRACTICES:
STRUCTURAL PRACTICES:
OFFSITE VEHICLE TRACKING:
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 PROTECTION **
TEMPORARY BRUSH SEDIMENT BARRIERS
SANDBAG BERMS
TEMPORARY STREAM CROSSINGS
FLEXMAT / ARTICULATED CONCRETE BLOCK
COMPOSITE FILTER SOCKS
EROSION CONTROL MATS AND BLANKETS
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
SOIL TYPE:
LATITUDE & LONGITUDE
OF CENTER OF PROJECT:
LOCATED IN A TMDL: YES NO
YES NOLAKE THUNDERBIRD TMDL:
YES NOMS4 ENTITY:
IF YES, LOCATION
SENSITIVE WATERS OR WATERSHEDS: YES NO
YES NO303 (d) IMPAIRED WATERS:
NAME 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, OCTOBER 18, 2022.
ADDITIONAL PERMITS REQUIRED FROM OKLAHOMA WATER RESOURCES BOARD AND / OR MUNICIPALITY FOR USE
OF SURFACE, GROUND OR CITY WATER SOURCES FOR ACTIVITIES SUCH AS WATERING.
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
EROSION AND SEDIMENT CONTROLSSITE DESCRIPTION
STORMWATER POLLUTION PREVENTION PLAN
URBAN LAND
X
DATE:
DRAWN BY:
CHECKED BY:
Project #: WC-1120
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DRAWN BY: WWG
CHECKED BY: BAE
DATE: 6/25/25
CITY OF OKLAHOMA CITY
1.2 ACRES
BOGGY CREEK TO CANADIAN RIVER
OH
E
STS STS STS STSSTS STS STS STS
PB WM
DY
H
PB
HASWELL PROPERTY CO.,LLC
BOOK 5943, PAGE 350
G G
G G
G G
W W W W W W W W W W W W W W W W W W
OH
E
W
W W W O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
800 SW 164TH ST
TVUG TVUG TVUG TVUG TVUG TVUG
+0
+0
+0
+0
0 14 +0
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXX
C.R.L. WC-1120
CONST. SILT FENCE
478 LF
STS
DY
H
W
HASWELL,LARRY WAYNE
BOOK 6526, PAGE 1067
HASWELL,LARRY W.& DAVA E.
BOOK 3150, PAGE 451
W W W W W W W W W W W W W W W W W W W W
164TH & WESTERN PROPERTY PARTNERS,LLC
BOOK 5384, PAGE 672
W W W W W W W W W W W W W W W W W W W W
700 SW 164TH ST
650 SW 164TH ST
HASWELL PROPERTY CO.,LLC
BOOK 5943, PAGE 350
800 SW 164TH ST
TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG
+0
+0
+0
+0
+0
+0
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
CONST. SILT FENCE
225 LF
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
CONST. SILT FENCE
322 LF
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
C.R.L. WC-1120
CONST. SILT FENCE
322 LF
CONST. SILT FENCE
135 LF
CONST. SILT FENCE
135 LF
6/
/2
:3
PM B
RA
ND
ON
.E
VE
RH
AR
T Z :\1
- W
C-
W
AT
ER
LI
NE
IN
ST
AL
LA
TI
ON
S W
TH
\T
AS
K
2-
EN
GI
NE
ER
IN
G\
DR
AW
IN
GS
\1
2-
ER
OS
IO
N.
DW
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
V
IS
IO
N
S N
O
D A
TE
D
E S
C R
IP
TI
O N
SE
AL
OF
TH
E
C
IT
YOF
OK
LA
H O M A
Y
IT
C
6M
IT
H
5O
5T
%AL'
I6C
H :
IL
(5 � L
LC
C
T I)
IC
A
T O
A
T H
O
I= A
T
IO
O
I5
030' 30' 60'
ST
A.
5+
SW 164TH ST
S W
ES
TE
R N
A
VE
SEC.33, T-10-N, R-3-W
SEC.28, T-10-N, R-3-W
030' 30' 60'
ST
A.
2+
ST
A.
5+
SEC.33, T-10-N, R-3-W
SEC.28, T-10-N, R-3-W
LEGEND
LEGEND
XXXXXXX SILT FENCE
SW 164TH ST
XXXXXXX SILT FENCE
DATE:
DRAWN BY:
CHECKED BY:
Project #: WC-1120
O C
W U
T W
C -1
SW
TH
S
TR
EE
T
W A
TE
R
M A
IN
IN
ST
A
LL
A
TI
O
N
ER
O
SI
O N
C O
N
TR
O L
DRAWN BY: WWG
STS
OH
E
W
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
LOT 46LOT 45LOT 44LOT 43LOT 42LOT 41LOT 40LOT 39
ELDER,JAMES A.& ROCHELLE M.
BOOK 5846, PAGE 1388
KENNEDY,J.JEROME & MARY KAY-LIV TRUST
BOOK 4436, PAGE 1447
W W W W W W W W W W W W W W W W W W W W
STS
W W W W W W W W
W W
W
W W W W W W W W W W W
W
DYH
W W W W W W W W W W W
G G
G
G
640 SW 164TH ST
636 SW 164TH ST
TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG
+0
+0
+0
+0
+0
+0
XXXXXXXX
XXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
CONST. SILT FENCE
293 LF
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
C.R.L.
WC-1120
CONST. SILT FENCE
174 LF
CONST. SILT FENCE
164 LF
SUGGESTED CONCRETE
WASHOUT AREA
(INCIDENTAL)
STSSTS
WMWM
WM
W
LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1
LOT 9
MITCHELL,AMBER E.& MICHAEL O.
BOOK 5135, PAGE 755
HENSON,SHEILA KAY & GARY
BOOK 6538, PAGE 12
W W W W W W W W W W W W W W W W W W W W
W
W
W W W W W W W W W W W W W W W W W W W W
G G
G
G G G
G
G G
W
DYH
SS
SS
SS
SS
520 SW 164TH ST
500 SW 164TH ST
+0
+0
+0
+0
+0
+0
XXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
CONST. SILT FENCE
203 LF
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
C.R.L.
WC-1120
CONST. SILT FENCE
161 LF
CONST. SILT FENCE
223 LF
XXXXXXXXXXXXX
6/
/2
:3
PM B
RA
ND
ON
.E
VE
RH
AR
T Z :\1
- W
C-
W
AT
ER
LI
NE
IN
ST
AL
LA
TI
ON
S W
TH
\T
AS
K
2-
EN
GI
NE
ER
IN
G\
DR
AW
IN
GS
\1
2-
ER
OS
IO
N.
DW
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
V
IS
IO
N
S N
O
D A
TE
D
E S
C R
IP
TI
O N
SE
AL
OF
TH
E
C
IT
YOF
OK
LA
H O M A
Y
IT
C
6M
IT
H
5O
5T
%AL'
I6C
H :
IL
(5 � L
LC
C
T I)
IC
A
T O
A
T H
O
I= A
T
IO
O
I5
030' 30' 60'
ST
A.
2+
ST
A.
9+
SW 164TH ST
K
EE
LY
E
L N
SEC33, T-10-N, R-3-W
SEC.28 T-10-N, R-3-W
030' 30' 60'
ST
A.
6+
SEC.33, T-10-N, R-3-W
SEC.28, T-10-N, R-3-W
LEGEND
LEGEND
H A
SS
W
EL
L
D R
VI
C
K I D
R
SW 164TH ST
XXXXXXX SILT FENCE
XXXXXXX SILT FENCE
DATE:
DRAWN BY:
CHECKED BY:
Project #: WC-1120
O C
W U
T W
C -1
SW
TH
S
TR
EE
T
W A
TE
R
M A
IN
IN
ST
A
LL
A
TI
O
N
ER
O
SI
O N
C O
N
TR
O L
DRAWN BY: WWG
CHECKED BY: BAE
DATE: 6/25/25
ST
A.
9+
STS STS STS
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
LOT 16LOT 15LOT 14LOT 13LOT 12LOT 11LOT 10LOT 9LOT 8
ODOM,P.B.III TRUST
W
W W W W W W W W W W W W W W W W W W W W
W
W W
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
+8
+0
+0
+0
+0
+0
+0
C.R.L. WC-1120
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXX
CONST. SILT FENCE
721 LF
6/
/2
:3
PM B
RA
ND
ON
.E
VE
RH
AR
T Z :\1
- W
C-
W
AT
ER
LI
NE
IN
ST
AL
LA
TI
ON
S W
TH
\T
AS
K
2-
EN
GI
NE
ER
IN
G\
DR
AW
IN
GS
\1
2-
ER
OS
IO
N.
DW
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
V
IS
IO
N
S N
O
D A
TE
D
E S
C R
IP
TI
O N
SE
AL
OF
TH
E
C
IT
YOF
OK
LA
H O M A
Y
IT
C
6M
IT
H
5O
5T
%AL'
I6C
H :
IL
(5 � L
LC
C
T I)
IC
A
T O
A
T H
O
I= A
T
IO
O
I5
030' 30' 60'
ST
A.
6+
SW 164TH ST
SEC.33, T-10-N, R-3-W
SEC.28, T-10-N, R-3-W
SE
R
R A
N O
D R
LEGEND
XXXXXXX SILT FENCE
DATE:
DRAWN BY:
CHECKED BY:
Project #: WC-1120
O C
W U
T W
C -1
SW
TH
S
TR
EE
T
W A
TE
R
M A
IN
IN
ST
A
LL
A
TI
O
N
ER
O
SI
O N
C O
N
TR
O L
DRAWN BY: WWG
Profile View of CRL WC-1120
9+50 10+00 11+00 12+00 13+00 14+00 15+00
EG
=1
8.
EG
=1
7.
EG
=1
7.
EG
EG
EG
=1
7.
EG
=1
7.
EG
=1
6.
EG
=1
7.
EG
EG
=1
7.
3'
6'
VE
RT
IC
AL
IN
F
EE
T
AP
PR
O X.
.5
TO
E X.
P
IP
E
FITTING A1 NOTE:
REMOVE EX. PLUG & CONNECT TO EX.
12IN PVC WATERLINE (WC-0679)
EXIST. 12"
WATERLINE
137' MIN.
A1 A2
2' M
IN
EX. 48" WATER LINE
FL
=1
3.
FL
=1
2.
FL
=1
1.
FL
=1
2.
FL
=1
2.
FL
=1
2.
FL
=1
3.
FL
=1
2.
FL
=1
2.
FL
=1
2.
FL
=1
2.
A3
TYPE A BACKFILL
(INCIDENTAL)
EXISTING GRADE
EX. TELECOMM. LINE
(NOT FIELD VERIFIED)
A4
21' MIN. 21' MIN.
78' RESTRAINED JOINT
PIPE LENGTH
4' M
IN
5' T
YP
4' M
IN
157' MIN.
RESTRAINED JOINT PIPE LENGTH
STA. 10+00.00
CONSTRUCT
1-12IN SOLID SLEEVE
FL=1213.41
N=111385.7239 E=2108841.0087
A1
STA. 10+19.96
CONSTRUCT
1-12IN GATE VALVE & BOX
FL=1213.41
N=111385.8740 E=2108860.9656
A2
STA. 14+46.93
CONSTRUCT
1-12IN X 45 DEGREE BEND
FL=1212.50
N=111388.9136 E=2109287.9653
A3
STA. 14+81.60
CONSTRUCT
1-12IN X 45 DEGREE BEND
FL=1212.50
N=111413.7558 E=2109312.2007
A4
OH
E
STS STS STS STSSTS STS STS STS
PB WM
DY
H
PB
HASWELL PROPERTY CO.,LLC
BOOK 5943, PAGE 350
G G
G G
G G
W W W W W W W W W W W W W W W W W W
OH
E
W
W W W O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
800 SW 164TH ST
TVUG TVUG TVUG TVUG TVUG TVUG
C.R.L. WC-1120
RO
W
.7
.7
+0
2.
TR
AF
. S
IG
N
.7
LT
+4
2.
C
OM
M B
OX
.9
LT
+0
6.
T
SIG
NA
L 3
9.
LT
+6
6.
TE
LE
PH
ON
E P
ED
ES
TA
L 1 0.
+6 4.
TE
LE
PH
ON
E M
AR
KE
R 9.
? M
AI
L B
OX
A1 A2
CONST. 12IN PVC WATERLINE
500 LF
.3
.6
.4
+0
+0
+0
+0
+0
CONSTRUCT
1 - ADJUST TO GRADE (HYDRANT)
N: 2108836.3400 E: 111381.9957
A3
A4
.9
6/
/2
:5
PM B
RA
ND
ON
.E
VE
RH
AR
T Z :\1
- W
C-
W
AT
ER
LI
NE
IN
ST
AL
LA
TI
ON
S W
TH
\T
AS
K
2-
EN
GI
NE
ER
IN
G\
DR
AW
IN
GS
\1
2-
PN
P.
DW
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
V
IS
IO
N
S N
O
D A
TE
D
E S
C R
IP
TI
O N
SE
AL
OF
TH
E
C
IT
YOF
OK
LA
H O M A
Y
IT
C
6M
IT
H
5O
5T
%AL'
I6C
H :
IL
(5 � L
LC
C
T I)
IC
A
T O
A
T H
O
I= A
T
IO
O
I5
030' 30' 60'
SW 164TH ST
S W
ES
TE
R N
A
VE
SEC.33, T-10-N, R-3-W
SEC.28, T-10-N, R-3-W
DATE:
DRAWN BY:
CHECKED BY:
Project #: WC-1120
O C
W U
T W
C -1
SW
TH
S
TR
EE
T
W A
TE
R
M A
IN
IN
ST
A
LL
A
TI
O
N
PL
A N
P
R O
FI
LE
DRAWN BY: WWG
CHECKED BY: BAE
DATE: 6/25/25
LEGEND
REMOVE & REPLACE DRIVEWAY
ST
A.
5+
00 METER RELOCATION (1IN)
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
FL
=1
2.
FL
=1
1.
FL
=1
1.
FL
=1
2.
FL
=1
9.
FL
=1
3.
FL
=1
4.
FL
=1
4.
FL
=1
1.
FL
=1
1.
FL
=1
2.
FL
=1
1.
FL
=1
3.
FL
=1
4.
FL
=1
4.
TYPE A BACKFILL
(INCIDENTAL)
5' M
IN
3'
6'
VE
RT
IC
AL
IN
F
EE
T
A11 A12
A7 A8
A5
A6 A9
A10
281' MIN.
RESTRAINED JOINT
PIPE LENGTH
137' MIN. 137' MIN.
EX. 48" WATER LINE
EX. 12" CROSS
NOTE: REMOVE EX. 12IN PLUGS & CONNECT TO
EX. 12IN CROSS (SEE AS-BUILT DETAIL WC-0501)
EG
=1
7.
EG
=1
7.
EG
=1
8.
EG
=1
9.
EG
=1
9.
EG
=1
0.
EG
=1
0.
EG
=1
1.
EG
=1
7.
EG
=1
8.
EG
=1
8.
EG
=1
9.
EG
=1
9.
EG
=1
0.
EG
=1
0.
EX. TELECOMM. LINES
(NOT FIELD VERIFIED)EXISTING GRADETYPE A BACKFILL
(INCIDENTAL)
TYPE A BACKFILL
(INCIDENTAL) STA. 18+78.96
CONSTRUCT
1-12IN GATE VALVE & BOX
FL=1209.77
N=111418.3339 E=2109709.5384
A7
STA. 18+84.52
CONSTRUCT
1-12IN GATE VALVE AND BOX
FL=1209.77
N=111418.3756 E=2109715.0993
A8
STA. 19+21.66
CONSTRUCT
1-12IN X 11.25 DEGREE BEND
FL=1213.21
N=111418.6546 E=2109752.2389
A11
STA. 19+45.47
CONSTRUCT
1-12IN X 11.25 DEGREE BEND
FL=1213.22
N=111423.4754 E=2109775.5582
A12
STA. 19+13.64
CONSTRUCT
1-12IN X 22.5 DEGREE BEND
FL=1213.20
N=111418.5943 E=2109744.2202
A10
STA. 19+05.57
CONSTRUCT
1-12IN X 22.5 DEGREE BEND
FL=1209.79
N=111418.5338 E=2109736.1523
A9
STA. 18+55.90
CONSTRUCT
1-12IN X 22.5 DEGREE BEND
FL=1209.71
N=111418.1607 E=2109686.4816
A6
STA. 18+48.97
CONSTRUCT
1-12IN X 22.5 DEGREE BEND
FL=1212.32
N=111418.1087 E=2109679.5498
A5
STS
DY
H
W
HASWELL,LARRY WAYNE
BOOK 6526, PAGE 1067
HASWELL,LARRY W.& DAVA E.
BOOK 3150, PAGE 451
W W W W W W W W W W W W W W W W W W W W
164TH & WESTERN PROPERTY PARTNERS,LLC
BOOK 5384, PAGE 672
W W W W W W W W W W W W W W W W W W W W
700 SW 164TH ST
650 SW 164TH ST
HASWELL PROPERTY CO.,LLC
BOOK 5943, PAGE 350
800 SW 164TH ST
TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG
REMOVE & REPLACE DRIVEWAY
(ASPHALT) - 8 SY REMOVE & REPLACE DRIVEWAY
(GRAVEL) - 5 SY
C.R.L. WC-1120
RO
W
.4
.4
A8
A7
+8
0.
TR
AF
. S
IG
N
.5
LT
+2
2.
M
AI
L B
OX
.8
LT
+2
6.
TE
LE
PH
ON
E P
ED
ES
TA
L 1 6.
+4
5.
G
AT
E K
EY
PA
D
.3
R
T
+5
6.
W
AT
ER
V
AU
LT
.3
R
T
+8
1.
W V
AL
VE
5.
R
T
+8 1.
W
V
AL
VE
+6
2.
TR
AN
SF
OR
M
ER
6.
+9
3.
C
OM
M V
AU
LT
4.
+6
3.
TE
LE
PH
ON
E P
ED
ES
TA
L 8 .1
LT
+0
3.
M
AI
L B
OX
.6
LT
+7
3.
FL
OW
ER
B
ED
.0
R T
+1
2.
FL
OW
ER
B
ED
.1
R T
+9
6.
R
OC
K
BE
D
.4
LT
REMOVE & REPLACE DRIVEWAY
(CONCRETE) - 47 SY
A11 A12
A10 A9
A6
A5
+6
3.
R
OC
K
BE
D 8.
W
W
W
NOTE: REMOVE EX. PLUGS & INSTALL
ONTO 12IN CROSS (SEE WC-0501 DETAIL)
.6
CONST. 12IN PVC WATERLINE
700 LF
+0
+0
+0
+0
+0
+0
WC-0501 AS-BUILT DETAIL
ST
A.
5+
.4
5, 8.
R T
M
ET
ER
R
EL
O
CA
TI
O N
(1
IN
1I
N S
LS
(8
S
W
TH
S T)
ST
A.
8+
.5
1, 9.
R T
M
ET
ER
R
EL
O
CA
TI
O N
(1
IN
1I
N S
LS
(7
S
W
TH
S T)
ST
A.
1+
.7
9, 3.
R T
M
ET
ER
R
EL
O
CA
TI
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(1
IN
1I
N S
LS
(6
S
W
TH
S T)
ST
A.
2+
.2
5, 3.
R T
.2
' 18 .3
.6
.2
.8
FIRE HYDRANT W/ RISER
6" GATE VALVE
6" D.I.P.
CONCRETE COLLAR
12"x12" D.I.P CROSS
W/2 PLUGS
12" GATE VALVE
24"x12" D.I.P REDUCER
PROP. 48" W/L
12" D.I.P
12"x6" REDUCER
PROP. 48" W/L
8"
#4 @ 6" EACH WAY
MIN. 2" COVER
48"x24"
TEE, M.J.
6/
/2
:5
PM B
RA
ND
ON
.E
VE
RH
AR
T Z :\1
- W
C-
W
AT
ER
LI
NE
IN
ST
AL
LA
TI
ON
S W
TH
\T
AS
K
2-
EN
GI
NE
ER
IN
G\
DR
AW
IN
GS
\1
2-
PN
P.
DW
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
V
IS
IO
N
S N
O
D A
TE
D
E S
C R
IP
TI
O N
SE
AL
OF
TH
E
C
IT
YOF
OK
LA
H O M A
Y
IT
C
6M
IT
H
5O
5T
%AL'
I6C
H :
IL
(5 � L
LC
C
T I)
IC
A
T O
A
T H
O
I= A
T
IO
O
I5
030' 30' 60'
SW 164TH ST
SEC.33 T-10-N, R-3-W
SEC.28 T-10-N, R-3-W
DATE:
DRAWN BY:
CHECKED BY:
Project #: WC-1120
O C
W U
T W
C -1
SW
TH
S
TR
EE
T
W A
TE
R
M A
IN
IN
ST
A
LL
A
TI
O
N
PL
A N
P
R O
FI
LE
DRAWN BY: WWG
CHECKED BY: BAE
DATE: 6/25/25
LEGEND
REMOVE & REPLACE DRIVEWAY
ST
A.
2+
ST
A.
5+
METER RELOCATION (1IN)
SERVICE TABLE
Address Meter No. Service Type Connection
800 SW 164th St 20818437 DOM MR - (1IN)
700 SW 164th St 20818538 DOM MR - (1IN)
650 SW 164th St 12203507 DOM MR - (1IN)
DOM = DOMESTIC
IRR = IRRIGATION
MR = METER RELOCATION
WC-0501 AS-BUILT DETAIL - SCALE: 1:10
(REMOVE)
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
FL
=1
4.
FL
=1
4.
FL
=1
4.
FL
=1
4.
FL
=1
4.
FL
=1
4.
FL
=1
4.
FL
=1
4.
FL
=1
4.
FL
=1
4.
FL
=1
4.
FL
=1
4.
FL
=1
4.
FL
=1
4.
FL
=1
4.
TYPE A BACKFILL
(INCIDENTAL)
TYPE A BACKFILL
(INCIDENTAL)
TYPE A BACKFILL
(INCIDENTAL)
3'
6'
VE
RT
IC
AL
IN
F
EE
T
2' M
IN
.A13
32' MIN.32' MIN.
66 LF RESTRAINED JOINT
PIPE LENGTH
EX. 48" WATER LINE
EX. 4" GAS LINE
(NOT FIELD VERIFIED)
EG
=1
1.
EG
=1
1.
EG
=1
1.
EG
=1
1.
EG
=1
1.
EG
=1
1.
EG
=1
1.
EG
=1
0.
EG
=1
1.
EG
=1
1.
EG
=1
2.
EG
=1
1.
EG
=1
1.
EG
=1
1.
EG
=1
1.
EXISTING GRADE
EX. TELECOMM. LINES
(NOT FIELD VERIFIED)
5' M
IN
STA. 25+10.83
CONSTRUCT
1-12IN X 8IN TEE
FL=1214.74
N=111426.5474 E=2110340.9078
A13
STA. 25+10.87
CONSTRUCT
1-8IN SOLID SLEEVE
FL=1215.61
N=111434.8520 E=2110340.9078
A15
STA. 25+10.85
CONSTRUCT
1-8IN GATE VALVE & BOX
FL=1215.85
N=111429.3549 E=2110340.9078
A14
STS
OH
E
W
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
LOT 46LOT 45LOT 44LOT 43LOT 42LOT 41LOT 40LOT 39
ELDER,JAMES A.& ROCHELLE M.
BOOK 5846, PAGE 1388
KENNEDY,J.JEROME & MARY KAY-LIV TRUST
BOOK 4436, PAGE 1447
W W W W W W W W W W W W W W W W W W W W
STS
W W W W W W W W W
W W
W
W W W W W W W W W W W
DYH
W W W W W W W W W W
G G
G
640 SW 164TH ST
636 SW 164TH ST
TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG
REMOVE & REPLACE DRIVEWAY
(CONCRETE) - 26 SY
REMOVE & REPLACE DRIVEWAY
(CONCRETE) - 56 SYNOTE: RELOCATE METERS IN FRONT OF SERVICE
ADDRESS & CONNECT TO NEW 12IN WATERLINE
C.R.L.
WC-1120
RO
W
.2
.2
RO
W
'22 +6
9.
TE
LE
PH
ON
E P
ED
ES
TA
L 1
+6 8.
M
AI
L B
OX
.0
LT
+6
0.
M
AI
L B
OX
.9
LT
+8
1.
W
AT
ER
V
AU
LT
+1
1.
W V
AL
VE
.1
LT
+3
1.
W V
AL
VE
.1
LT
+3
9.
FI
RE
H
YD
.1
LT
+3
2.
FL
OW
ER
B
ED
.7
R T
+6
9.
FL
OW
ER
B
ED
.3
R T
+4
2.
G
AT
E K
EY
PA
D
.9
R
T
+6
6.
G
AT
E K
EY
PA
D
.2
R
T
+7
6.
M
AI
L B
OX
.0
LT
+0
2.
C
OM
M V
AU
LT
REMOVE & REPLACE DRIVEWAY
(GRAVEL) - 10 SY
W W
W W
W W
W W
W
W
A15
A13
A14
WV
.2
.8
.8
INSTALL 6IN INSERTION VALVE & BOX - 1 EA
N:111542.5353
E:2110340.9078
CONST. WATERLINE CUT AND PLUG
2 EA (SEE OKC STD. 501)
(INCIDENTAL)
CONST. 8IN PVC WATERLINE
8 LF
FITTING A15 NOTE:
REMOVE EX. PLUG & CONNECT TO EX.
8IN WATERLINE (WA-0492)
RO
W
+0
+0
+0
+0
+0
+0
CONST. 12IN PVC WATERLINE
700 LF
W
W
W W
W W
W W
W W
VIEW A
1I N
S
LS
(6
S W
TH
S
T)
ST
A.
2+
.2 5, 3.
R
T M
ET
ER
R
EL
O
CA
TI
O
N (1
IN
IN
S
SS
IR
R
(6
S W
TH
ST
A.
2+
.4
4, 2.
R T
M
ET
ER
R
EL
O
CA
TI
O N
(1
IN
1I
N S
LS
(1
K
EE
LY
E
L N
ST
A.
5+
.1
7, 2.
R T
M
ET
ER
R
EL
O
CA
TI
O N
(1
IN
1I
N S
LS
(6
S
W
TH
S T)
ST
A.
6+
.4
5, 2.
R T
M
ET
ER
R
EL
O
CA
TI
O N
(1
IN
1I
N S
LS
(6
S
W
TH
S T)
8'
ST
A.
6+
.0
0, 2.
R T
M
ET
ER
R
EL
O
CA
TI
O N
(1
IN
1I
N S
LS
(6
S
W
TH
S T)
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
W W W W W W W W W
W
TVUG TVUG TVUG TVUG TVUG TVUG TVUG TVUG
W W
+0
20818539 (640 SW 164th St)
20945527 (636 SW 164th) 20818513 (600 SW 164th St)
18331855 (526 SW 164th St)
20818703 (520 SW 164th St)
12203507 (650 SW 164th St - Domestic)
12203508 (16701 Keely E Lane)
19157846 (650 SW 164th St - Irrigation)
12395677 (16701 Haswell Dr)
20818537 (800 SW 164th St)
20818538 (700 SW 164th St)
FITTING A15 NOTE:
REMOVE EX. PLUG & CONNECT TO
EX. 8IN WATERLINE (WA-0492)
A15
A14
A13
CONST. 8IN PVC
WATERLINE - 8 LF
6/
/2
:5
PM B
RA
ND
ON
.E
VE
RH
AR
T Z :\1
- W
C-
W
AT
ER
LI
NE
IN
ST
AL
LA
TI
ON
S W
TH
\T
AS
K
2-
EN
GI
NE
ER
IN
G\
DR
AW
IN
GS
\1
2-
PN
P.
DW
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
V
IS
IO
N
S N
O
D A
TE
D
E S
C R
IP
TI
O N
SE
AL
OF
TH
E
C
IT
YOF
OK
LA
H O M A
Y
IT
C
6M
IT
H
5O
5T
%AL'
I6C
H :
IL
(5 � L
LC
C
T I)
IC
A
T O
A
T H
O
I= A
T
IO
O
I5
030' 30' 60'
SW 164TH ST
K
EE
LY
E L
N
SEC.33, T-10-N, R-3-W
SEC.28, T-10-N, R-3-W
DATE:
DRAWN BY:
CHECKED BY:
DATE:
DRAWN BY:
CHECKED BY:
Project #: WC-1120
O C
W U
T W
C -1
SW
TH
S
TR
EE
T
W A
TE
R
M A
IN
IN
ST
A
LL
A
TI
O
N
PL
A N
P
R O
FI
LE
DRAWN BY: WWG
CHECKED BY: BAE
DATE: 6/25/25
LEGEND
REMOVE & REPLACE DRIVEWAY
ST
A.
2+
ST
A.
9+
METER RELOCATION (1IN)
WATERLINE CUT & PLUG
SERVICE TABLE
Address Meter No.
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