20250812_TW-0016_Plans.pdf

PDF 8 MB Posted Aug 13, 2025

Attached to: Waterline Connection for Tinker AFB - MROTC
Solicitation number: TW-0016
Issued by: Oklahoma County, Hobart City, Oklahoma

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Written by GovTribe AI · Aug 13, 2025

This document is a set of engineering design drawings and standard details for a waterline connection project for Tinker Air Force Base (TAFB) Military Readiness Officer Training Corps (MROTC), prepared by the City of Oklahoma City Water Utilities Trust and Ardurra Group, Inc. The project, designated as Project No. TW-0016, involves installing approximately 181 linear feet of 12-inch C900 DR 14 restrained joint PVC pipe, including two 12-inch 45-degree bends, two tapping sleeves with gate valves, and approximately 130 linear feet of 18-inch steel casing. The project is located along Douglas Boulevard and is scheduled for implementation in July 2025, with the engineering design drawings prepared and approved in July 2025.

The project documents include detailed standard specifications for water utility infrastructure, including pipe installation, valve and hydrant placement, tracer wire installation, and various connection methods. The drawings provide comprehensive technical details for water main construction, including bedding, trenching, restraint requirements, valve boxes, air release valves, and vault installations. The project appears to be funded through the Oklahoma City Water Utilities Trust, with engineering oversight from the City of Oklahoma City's Utilities Department. The standard details are part of a broader set of municipal engineering guidelines that will govern connections and extensions to the Oklahoma City water system, with specific provisions for construction methods, material specifications, and quality control.

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20250812_TW-0016_Specs.pdf	PDF	Aug 13, 2025

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ESTIMATED QUANTITIES

ITEM SPEC. DESCRIPTION UNIT TOTAi. AS-BUILT NO. t.O. OUANTITY QUANTITY

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PROJECT NO. TW-0016

WATERLINE CONNECTION

FOR TINKER AFB MROTC

N 210 PARK AVENUE, SUll[ 2100

OKLAHO•.IA CITY, OK 73102

JULY 2025

PHO>J[: ( 405) 265-9136

W\.\W.ARDURRA..COM

ARDURRA COA 110: 8563

EXP: 06/30/2026

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I The City of

OI(LAHOMA CITY

DAVID HOLT, Mayor

COUNCIL MEMBERS:

BRADLEY CARTER Ward 1 JAMES COOPER Ward 2 KA TRINA AVERS Ward 3 TODD STONE Ward 4 MATT HINKLE Ward 5

JOBETH HAMON Ward 6 CAMAL PENNINGTON Ward 7 MARK K. STONCIPHER Ward 8

CRAIG A. FREEMAN City Manager

DEBBIE MILLER, P.E. City Engineer

Oklahoma City OKLAHOMA CITY WATER UTILITIES TRUST

JAMES D. COUCH, Chairman, Independent Trustee

�v,6) SHARON VOORHEES, Independen t Trustee BRADLEY CARTER. Council Trustee DAVID HOLT, Mayo, Trustee

Valer MARK K. STONECIPHER, VICO Chairman, Surrogate Trustee CRAIG A. FREEMAN, City Manager Trustee BRENT BRYANT, Sullogato Trvsteo

Utilities Trust CHRIS BROWNING, General Manager M1Y K. SIMPSON, Seaetary

SHEET INDEX

SHEET NO. DES CRIPTION

1 TITLE SHEET & ESTIMATED QUANTITIES

2 GENERAL NOTES LEGEND, SYMBOLS, AND ABBREVATIONS

3 PLAN AND PROFILE

4 UFC CHAIN LINK FENCE AND DETAILS

5 UFC BARBED WIRE ARRANGEMENTS DETAILS

6 OKC WATER STANDARD DETAILS I

7 OKC WATER STANDARD DETAILS II

8 OKC WATER STANDARD DETAILS Ill

9 OKC WATER STANDARD DETAILS IV

10 OKC WATER STANDARD DETAILS V

11 OKC WATER STANDARD DETAILS VI

12 OKC WATER STANDARD DETAILS Vll

13 OKC WATER STANDARD DETAILS VIII

14 OKC WATER STANDARD DETAILS IX

15 OKC WATER STANDARD DETAILS X

16 OKC WATER STANDARD DETAILS XI

17 OKC WATER STANDARD DETAILS XII

18 OKC WATER STANDARD DETAILS XIII

ffi'

ONE CALL UTILITY LOCATION NUMBER

THIS NUl,'SER IS TO BE USED FOR INFORMATION ON DIAL 811, OR THE LOCATION Of AI.L UNDERGROUND UTILITIES.

1-800-522-6543 CONTACT THIS NUMBER A>10 OTHER NUii.BERS «' .. ( .. � SPECIFIED IN THE PLANS PRIOR TO AnY EXCAVATI0/1.

UTILITIES DEPARTMENT

CAPITAL IMPROVEMENT DESIGN

PREPARED BY

�6'2- 7/2212025

DATE

ARDURRA GROUP. INC.

210 PARK AVE., SUITE 2100

OKlAHOMACITY, OK 73102

OFFICE (4051 265-9136

COA 8563 EXP. DATE: JUNE 30. 2026

RECOMMENDED FOR APPROVAL

2veu� RACHEAi. PIERCE, P.E. DATE

UTILITIES ENGINEER

�� 1� CHRIS BROWNING

DATE GENERAi. P,WIAGER

DEBOIE MILLER, P.E .. DIRECTOR DATE

PUBLIC WORKS /CITY ENGlt�EER

PROJECT NO. TW-0016

07/25/2025

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GENERAL NOTES:

1. ALL THE WORK UNDER THIS CONTRACT SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS FOR CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS, THE LAWS OF THE STATE OF OKLAHOMA, OSHA STANDARDS AND THE REQUIREMENTS OF TINKER AIR FORCE BASE (TAFB) AND THE OKLAHOMA DEPARTMENT

OF ENVIRONMENTAL QUALITY (ODEQ) WHERE APPLICABLE.

1. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. SAID EXISTING FACILITIES SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, SPRINKLER SYSTEMS, AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING FACILITIES SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER AND SHALL BE

APPROVED BY THE OWNER.

2. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED DUE TO THE CONTRACTORS OPERATION, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION OR BETTER, UNLESS THE OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF

ANY CONFLICTS IN GRADES AND ALIGNMENTS.

3. ALL CONSTRUCTION, TESTING, AND MATERIALS SHALL MEET OR EXCEED ALL REQUIREMENTS OF THE OWNER, ODEQ AND TAFB. ALL SUBMITTALS MUST BE ORIGINALS WITH SIGNATURES WHERE APPLICABLE; FACSIMILES OR EMAILS

SHALL BE FOLLOWED UP WITH ORIGINALS.

4. ALL SPECIFIED TESTING SHALL BE PERFORMED BY AN APPROVED LABORATORY AT THE EXPENSE OF THE OWNER. IF THE TEST RESULTS ARE UNSATISFACTORY, ALL COSTS INVOLVED IN CORRECTING DEFICIENCIES TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE, SHALL BE BORNE BY THE CONTRACTOR. COSTS OF RETESTING AND REINSPECTION REQUIRED AS THE RESULT OF INADEQUATE, INSUFFICIENT, OR INCOMPLETE WORK BY THE CONTRACTOR SHALL BE BORNE BY THE CONTRACTOR. THE OWNER WILL ONLY ACCEPT SIGNED ORIGINAL COPIES OF

ALL TESTING REPORTS FOR REVIEW.

5. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY 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.

6. WITHIN TEN (10) DAYS AFTER THE EFFECTIVE DATE OF THE AGREEMENT, THE CONTRACTOR SHALL VERIFY THE GRADE AND LOCATION OF ALL PERMANENT BENCHMARKS. IF A DISCREPANCY IS FOUND, THE CONTRACTOR SHALL HAVE THE BENCHMARKS CHECKED AND RESOLVE THE DISCREPANCY. AFTER SUCH TIME, THE CONTRACTOR SHALL

BE RESPONSIBLE FOR THE ACCURACY AND PROTECTION OF ALL BENCHMARKS

7. THE CONTRACTOR SHALL SAFEGUARD ALL PERMANENT BENCHMARKS AT THE SITE AND SHALL BEAR THE COST OF REPLACING THE BENCHMARKS AND ASSUME THE ENTIRE EXPENSE OR CORRECTING WORK IMPROPERLY CONSTRUCTED DUE TO FAILURE TO MAINTAIN AND PROTECT SUCH ESTABLISHED POINTS AND MARKS.

8. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, HAVE TRENCH AND EXCAVATION SAFETY PLANS, PREPARED BY AN ENGINEER LICENSED IN THE STATE OF OKLAHOMA, FOR ALL OPEN EXCAVATIONS. ALL SUCH PLANS SHALL BE AVAILABLE ON-SITE AND FOLLOWED AT ALL TIMES. ALL EXCAVATIONS, TRENCHING, AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA, "CONST. SAFETY AND HEALTH REGULATIONS,", VOL. 29, SUBPART P. PG. 128-137, AND ANY AMENDMENTS THERETO. TRENCHING SHALL MEET ALL

SAFETY REQUIREMENTS OF OSHA. CERTIFICATION OF TRENCH BOXES SHALL BE REQUIRED.

9. GROUNDWATER AT THE PROPOSED SITE WILL VARY DEPENDING ON SEASONAL VARIATIONS AND SUBSURFACE CONDITIONS. ALL REQUIRED DEWATERING SHALL BE INCIDENTAL AND SHALL BE THE CONTRACTOR'S

RESPONSIBILITY.

10. EXCAVATION BY "BLASTING," UNDER ANY CIRCUMSTANCES, IS NOT ALLOWED ON THIS PROJECT.

11. OTHER CONTRACTORS MAY BE WORKING ON THE SITE IN CONJUNCTION WITH OTHER CONCURRENT CONTRACTS.

CONTRACTOR SHALL COORDINATE ACTIVITIES WITH OTHER CONTRACTORS ON THE SITE AND THE OWNER.

12. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS, OR AT WRITTEN DIRECTION BY OWNER.

13. ALL UNPAVED AREAS DISTURBED BY THE CONTRACTOR'S OPERATION SHALL BE SODDED AS SPECIFIED IN TAFB RESTORATION STANDARDS. CONTRACTOR SHALL WATER ALL GRASS UNTIL GRASS HAS REACHED MOWING HEIGHT OF 3 INCH OR UNTIL APPROVED BY OWNER TO STOP WATERING. ALL DAMAGED PAVED AREAS, DUE TO THE CONTRACTOR'S OPERATION, SHALL BE REPAVED AS INDICATED AND AS SPECIFIED. ALL DAMAGED SIDEWALKS, DUE

TO THE CONTRACTOR'S OPERATION, SHALL BE REPLACED.

14. THE MEASUREMENT OF THE SODDED AREA SHALL BE NOT TO EXCEED FIFTEEN (15) FEET EACH SIDE MEASURED FROM THE CENTERLINE OF THE WATERLINE PIPE TO PLACEMENT FOR A TOTAL WIDTH OF THIRTY (30) FEET.

ADDITIONAL SODDING BEYOND THIS LIMIT SHALL BE PLACED AT THE CONTRACTOR'S EXPENSE. SOD AND SODDING WILL ONLY BE PAID FOR DISTURBED LAND AND ONLY TO EXTENT THAT LAND DISTURBANCE WAS NECESSARY FOR

THE PROJECT.

23. EXISTING VALVES, PIPELINES, AND STRUCTURES MAY LEAK IN THE CLOSED POSITION. CONTRACTOR SHALL PROVIDE

WHATEVER MEANS AND EQUIPMENT NECESSARY TO CONTROL WATER DURING CONSTRUCTION.

24. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE OWNER. OPERATION OF

VALVES BY CONTRACTOR IS NOT ALLOWED.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING "AS-RECORDED" PLANS TO THE ENGINEER OF RECORD SHOWING THE LOCATION OF VALVES, PIPELINES, AND ALL FIELD CHANGES MADE DURING CONSTRUCTION. THIS INFORMATION SHALL BE PLACED AND MARKED "AS-RECORDED" BY THE ENGINEER OF RECORD. COPIES OF THESE "AS-RECORDED" PLANS SHALL BE FURNISHED TO THE OWNER AS REQUIRED. PAYMENT WILL BE MADE TO CONTRACTOR UPON RECEIPT OF "AS-RECORDED" PLANS. THE CONTRACTOR WILL NOT RECEIVE FINAL PAYMENT

UNTIL THE OWNER'S ENGINEER HAS VERIFIED "AS-RECORDED" DRAWINGS.

26. ALL CONSTRUCTION STAKING SHALL BE PROVIDED BY THE CONTRACTOR.

27. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO THE START OF WORK AND SHALL

NOTIFY THE ENGINEER IN WRITING IF ANY DISCREPANCIES ARE DISCOVERED.

28. OWNERS WILL NOT PAY ANY CLAIMS DUE TO DELAY BECAUSE OF COORDINATION ACTIVITIES.

29. CONTRACTOR TO COORDINATE WITH OCWUT/TAFB OPERATION AND MAINTENANCE STAFF FOR ALL VALVE OPERATIONS AND TIE-INS TO EXISTING UTILITIES / FACILITIES. THE TAFB RESERVES THE RIGHT TO DETERMINE THE

DAY / WEEK AND TIME FOR TIE-INS TO EXISTING UTILITIES / FACILITIES.

30. THE CONTRACTOR SHALL EVALUATE THE PROJECT'S WORK AREA(S) TO DETERMINE IF ANY SPACES ARE PERMIT-REQUIRED CONFINED SPACES PER SPECIFICATION SECTION 00 71 00 - GENERAL SAFETY REQUIREMENTS FOR

CONSTRUCTION ON TINKER AIR FORCE BASE.

JOHN E. LEVITT, P.E.

OK LICENSE NO. 26953

DETAIL/SECTION IDENTIFICATION SYSTEM

NORTH ARROW

G-006

PLAN MARK

PLAN TITLE

PLAN VIEW TITLE

SCALE: 1"=40'

DETAIL TITLE

SCALE: 1"=40'

DETAIL MARK

DETAIL TITLE

SCALE

SHEET NO. WHERE DETAIL IS

REFERENCED FROM

SCALE

EXISTING (PLAN) PROPOSED (PLAN)

DEMOLITION

CONTRACTOR

STAGING AREA

SYMBOLS

HATCH PATTERNS

SECTION/PROFILE

FLOWABLE FILL

EXISTING

GRADE

ROW ROW

CHAIN LINK FENCE

CONTOURS

X GATE

8.0

/// /// /// EDGE OF PAVEMENT

PIPE PIPE

ASPHALT

PAVEMENT

COMPACTED

SUBGRADE

SAND

ASPHALT

PAVEMENT

EXIST

ASPHALT

LINETYPES

PIPE 12" AND SMALLER

PIPE LARGER THAN 12"UNDERGROUND ELECTRIC

FLOTATION EFFLUENT LINE

OVERHEAD ELECTRIC

OVERHEAD POWER

TELEPHONE LINE

FORCE MAIN

FIBER OPTIC

CABLE LINE

PIPE LINE

STORMWATER PIPE

GAS LINE

WATER LINE

SANITARY SEWER LINE

TRACKS

RIGHT OF WAY

BUILDING

CASING

NATURAL GROUND

POWER POLE

GUY ANCHOR

ELECTRIC BOX

ELECTRIC METER

LIGHT POLE

ELECTRIC MANHOLE

ELECTRIC

TRANSFORMER

TRAN

GM GAS METER

GAS VALVE

SIGN

TREE

STORM DRAIN MANHOLE

FIRE HYDRANT

SEWER CLEAN-OUT

SANITARY SEWER

MANHOLE

PIPE BOLLARD

BENCHMARK

POTHOLE

WATER METER

WATER VALVE

WATER HYDRANTSS

GV WM

GAS

CMP

RCP

PIPE

CABLE

OHT

OHP

OHE

UGE

V V

GAS/OILG/OABBREVIATIONS

ITEM DESCRIPTION ITEM DESCRIPTION

ASBESTOS CEMENT

ADJUSTABLE

ASPHALT

BUILDING

BENCHMARK

BOTTOM

CLEAR

CENTERLINE

COMMUNICATIONS

COORDINATE

CONSTRUCTION

DETAIL

DUCTILE IRON

DIAMETER

DIMENSION RATIO

DRAWING

EACH

ELEVATION

ELECTRICAL

EXISTING

FIGURE

FLOWLINE

FIRE PROTECTION WATER LINE

FOOT OR FEET

GALVANIZED

GAS/OIL

HORIZONTAL

HOT MIX ASPHALTIC CONCRETE

INSIDE DIAMETER

INCHES

INVERT

JOINT

LINEAR FEET

MAXIMUM

MECHANICAL

MILLION GALLONS PER DAY

MANHOLE

MINIMUM

MISCELLANEOUS

MECHANICAL JOINT

NPT

NTS

ODEQ

OSHA

PCECP

PROP

PVC

PVMT

QLB

RCP

REF

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ROW

SCH(ED)

SDR

SECT

SHT

SPEC

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TBM

T/P

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NATIONAL PIPE THREADS

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OKLAHOMA DEPARTMENT OF

ENVIRONMENTAL QUALITY

OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

PRESTRESSED CONCRETE ENBEDDED

CYLINDER PIPE

PROPOSED

POLYVINYL CHLORIDE

PAVEMENT

FLOW

QUALITY LEVEL 'B'

RADIUS

REINFORCED CONCRETE PIPE

REFER OR REFERENCES

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RESTRAINED JOINT

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SCHEDULE

STORM DRAIN

STANDARD DIMENSIONAL RATIO

SECTION

SHEET

SPECIFICATIONS

SANITARY SEWER

STATION

STANDARD

STEEL

TINKER AIR FORCE BASE

TEMPORARY BENCHMARK

TOP OF PIPE

TYPICAL

UNDERGROUND COMMUNICATIONS

UNDERGROUND ELECTRIC

VERTICAL

WITH

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WATER SURFACE ELEVATION

WATER VALVE

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DRAWING NO.:

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APPROVED BY:

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PROJECT NO.

TW-0016

THESE DOCUMENTS ARE FOR

PERMITTING REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION OR

BIDDING PURPOSES.

SEALING ENGINEER:

BUILDING SOD

WATERLINE GENERAL NOTES:

1. CONTRACTOR SHALL MAINTAIN WATER SERVICE THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PHASE CONSTRUCTION OF NEW WATER LINE AND TRANSFER OF SERVICES ACCORDINGLY. CONTRACTOR SHALL SUBMIT A PLAN FOR SEQUENCING OF THE TRANSFER OF SERVICE PRIOR TO TESTING AND DISINFECTION OF THE WATERLINE.

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

3. EMBEDMENT MATERIAL MUST MEET THE REQUIREMENTS OF ASTM C33 NO. 67 AND BE READILY WORKED UNDER THE SIDES OF THE PIPE AND COMPACTED. IT MUST BE FREE FROM REFUSE. ORGANIC MATERIAL, COBBLES, BOULDERS, LARGE ROCKS OR STONES.

4. BACKFILL AND BEDDING 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 SPECIAL PROVISIONS.

5. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE OCWUT/TAFB OPERATIONS

DIVISION. OPERATION OF VALVES BY CONTRACTORS IS NOT ALLOWED.

6. 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.

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

COST OF THOSE PAY ITEMS.

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

FLOWLINE ELEVATION OF EXISTING WATER MAINS.

9. WATER MAIN TEMPORARILY TAKEN OUT OF SERVICE: ANY WATER MAIN THAT IS REQUIRED TO BE TEMPORARY TAKEN OUT OF SERVICE MUST HAVE AN APPROVED SHUTDOWN FORM AND MUST BE AT LOW DEMAND TIMES AS DETERMINED AND APPROVED BY TAFB AND THE OCWUT GENERAL MANAGER, OR DESIGNEE. NO ADDITIONAL COMPENSATION OR CONTRACT TIME WILL BE PROVIDED RESULTING FROM A WATER MAIN TEMPORARILY TAKEN OUT OF SERVICE.THE CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY WATER TO ANY WATER CUSTOMERS WHEN WATER CANNOT BE

PROVIDED DUE TO THE WATER MAIN BEING TEMPORARILY TAKEN OUT OF SERVICE.

10. 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.

11. 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.

12. TEMPORARY SERVICE LINES MAY BE REQUIRED TO PROVIDE WATER SERVICE TO CUSTOMERS. TEMPORARY WATER SERVICE LINES MUST BE DISINFECTED PRIOR TO USE AND PASS TWO (2) CONSECUTIVE BAC-T TESTS PRIOR TO BEING PUT INTO SERVICE. ALL MATERIALS SHALL MEET NSF/ANSI 61 CERTIFICATION FOR POTABLE WATER USE. COST ARE

CONSIDERED INCIDENTAL TO WORK.

13. 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.

14. RESTRAINED JOINTS OR CERTA-LOK® SHALL BE REQUIRED ON ALL PIPE JOINTS WITHIN THE AREAS DIMENSIONED ON

THE PLANS OR A MINIMUM OF THIRTY (30) FEET OF ALL BENDS AND TEES.

15. ALL STEEL TAPPING SLEEVES MUST HAVE FUSION-BONDED EPOXY COATING AND TYPE 316 STAINLESS STEEL BOLTS AND NUTS OR XYLAN COATED NUTS AND BOLTS. ALL STAINLESS STEEL TAPPING SLEEVES MUST BE TYPE 316 STAINLESS STEEL, AND TYPE 316 STAINLESS STEEL BOLTS AND NUTS OR XYLAN COATED NUTS AND BOLTS.

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

PRIVATE SIDE OF THE METER.

17. THE PRE- AND POST-CONSTRUCTION VIDEO WITHIN THE TAFB PROPERTY WILL BE PROVIDED TO THE CONTRACTOR FOR APPROVAL AND SUBMITTAL. THE CONTRACTOR IS NOT AUTHORIZED TO TAKE PHOTOS OR VIDEOS WHILE ON TAFB.

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COMMENTS:

VENT

W QLB W QLB W QLB W QLB W QLB

W Q

W QLB

G /O

G/O QLB

G/O QLB G/O QLB G/O QLB G/O QLB G/O QLB G/O QLB

G /O

EXIST 60 DI

WATERLINE (WC-0520)

E Q

UGE QLB

G /O

EXIST 2" GAS LINE

96 12 93 1293

W QLB W QLB W QLB

W Q

W QLB W QLB W QLB W QLB W QLB W QLBW

W QLB

G /O

W Q

W QLB W QLB W QLB W QLB W QLB

W Q

LBUC

20.0'

RECEIVING PIT

BERMUDA SOD

(250 SY)

30.0'

BORE PIT

W QLB W QLB W QLB W QLB

5.0' 5.0'

D O

U G

EXIST GRADE

TOP 60"

EXIST 60 DI

WATERLINE

(WC-0520)

JEL

AMck

A N

4+00STATION STATION

1282.0

1286.0

1278.0

1280.0

1284.0

1288.0

1276.0

SCALE: HORIZ: 1"=20' VERT: 1"=2'

PLAN AND PROFILE 0 20' 40

1290.0

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DRAWING NO.:

DRAWN BY:

CHECKED BY:

APPROVED BY:

JOB NO.: 2023-0888-03\\O

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PROJECT NO.

TW-0016

THESE DOCUMENTS ARE FOR

PERMITTING REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION OR

BIDDING PURPOSES.

SEALING ENGINEER:

1292.0

1294.0

1296.0

1282.0

1286.0

1278.0

1280.0

1284.0

1288.0

1276.0

1290.0

1292.0

1294.0

1296.0

LEGEND

LIMITS OF CONSTRUCTION

CONDUCTING DISINFECTION

1. PROMPTLY DISINFECT WATER LINES CONSTRUCTED BEFORE TESTS ARE

CONDUCTED ON WATER LINES AND BEFORE WATER LINES ARE CONNECTED TO

TAFB DISTRIBUTION SYSTEM.

2. WATER FOR DISINFECTION AND FLUSHING, IF OBTAINED FROM AN OKC HYDRANT

WILL REQUIRE A HYDRANT METER FROM LINE MAINTENANCE AND COST OF WATER

USAGE WILL BE CHARGED AND IS CONSIDERED INCIDENTAL.

3. WATER FOR DISINFECTION AND FLUSHING, IF OBTAINED FROM TAFB HYDRANT, WILL

REQUIRE A HYDRANT BACKFLOW DEVICE OBTAINED FROM OCWUT/TAFB

OPERATIONS AND WATER USAGE WILL NOT BE CHARGED.

4. COMPLY WITH REQUIREMENTS OF AWWA C 651 – STANDARD FOR DISINFECTING

WATER MAINS.

5. PROVIDE TEMPORARY BLIND FLANGES, CAST-IRON SLEEVES, PLUGS, NECESSARY

SERVICE TAPS, COPPER SERVICE LEADS, RISERS AND JUMPERS OF SIZES, LOCATION

AND MATERIALS, AND OTHER ITEMS NEEDED TO FACILITATE DISINFECTION OF NEW

WATER LINE PRIOR TO CONNECTION TO TAFB WATER DISTRIBUTION SYSTEM.

6. INSTALL TEMPORARY BLOW-OFF VALVE AS APPROVED BY THE CITY’S PROJECT

MANAGER AND REMOVE PROMPTLY UPON SUCCESSFUL COMPLETION OF

DISINFECTION AND TESTING.

JOHN E. LEVITT, P.E.

OK LICENSE NO. 26953

TEMPORARY SECURITY FENCE

SECURITY NOTES:

1. SITE SECURITY SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT CONSTRUCTION.

CONTRACTOR SHALL ESTABLISH TEMPORARY PERIMETER SECURITY FENCING

MEETING THE REQUIREMENTS OF TAFB OR PERMANENT SECURITY FENCE PRIOR TO

REMOVAL OF EXISTING PERIMETER SECURITY FENCE.

2. CONTRACTOR SHALL REMOVE THE MINIMUM LENGTH OF EXISTING PERIMETER

SECURITY FENCE AS REQUIRED FOR ACCESS TO THE TEMPORARY WORK AREA.

3. FOLLOWING COMPLETION OF WORK AND PRIOR TO ACCEPTANCE OF WORK BY

OWNER. CONTRACTOR SHALL REMOVE THE TEMPORARY PERIMETER SECURITY,

REPLACE EXISTING SECURITY PERIMETER FENCE TO ORIGINAL OR BETTER

CONDITION. FINAL CLOSURE SHALL BE APPROVED BY TAFB SECURITY PRIOR TO

FINAL ACCEPTANCE OF WORK.

ADDITIONAL NOTES

1. CONTRACTOR SHALL COORDINATE WITH OCWUT/TAFB OPERATIONS FOR THE

REMOVAL OF THE FOLLOWING WATER SERVICE METERS:

a. 5708 S. DOUGLAS BLVD. – METER #16339481 – 1-1/2” IRRIGATION METER SET IN A 17”x30” POLY BOX ENCASED IN A SMALL CONCRETE VAULT.

b. 5700 S. DOUGLAS BLVD. – METER #16965432 – 2” DOMESTIC METER SET IN A 17”x30”

POLY BOX ENCASED IN A SMALL CONCRETE VAULT.

2. CONTRACTOR SHALL INSTALL THE NECESSARY PIPING AND APPURTENANCES TO

RESTORE SERVICE FOLLOWING THE REMOVAL OF THE ABOVE METERS IN NOTE #1.

2+00 1+00

INSTALL 181 LF OF 12" C900 DR 14 RESTRAINED JOINT PVC PIPE

3+00

° B

D W

/ M

G S

L C

130 LF OF STEEL CASING @ 0.75%

" 4 5°

D W

/ M

G S

" 4 5°

D W

/ M

G S

" 4 5°

D W

/ M

G S

D O

U G

E O

M T

E O

M T

C O

M M

" W

" G

6" G

3" -6

" E

" W

E (N

C O

M M

C O

M M

C O

M M

" W

E (A

2" W

!CAUTION!

OVERHEAD ELEC SEE SECURITY

FENCE NOTES.

EXIST COX

CABLE LINE

EXIST 12" WATER LINE

EXIST AT&T CABLE LINE

STEEL CASINGSTA 2+81

CONNECT TO THE EXIST 12" WATERLINE

INSTALL:

1 - 12" TAPPING SLEEVE W/

12" GATE VALVE W/ VALVE BOX

1 - 12" 45° BEND

N: 149628.12..

E: 2155947.02

STA 1+00.00

CONNECT TO THE EXIST 12" WATERLINE

INSTALL:

1 - 12" TAPPING SLEEVE W/

12" GATE VALVE W/ VALVE BOX

1-12" 45° BEND

N: 149628.12 E: 2156127.92

60" PCECP WATERLINE

(ABANDONED) (WC-0085)

EXIST 16" FPWL

EXIST 8" SANITARY SEWER

8" PVC WATERLINE

WF-2743

EXIST 12"

WATERLINE

EXIST 16" FP WATER LINE

EXIST 20" WATER LINE

EXIST 12"

WATER LINE

BERMUDA SOD

(180 SY)

12" C900 DR 14

RESTRAINED

JOINT PVC PIPE

EXIST 16" FPWL

EXIST HMAC

EXIST 12" WATERLINE

T/P= 1284.07'

EXIST 10" AC WATER LINE

EXIST 60" PCECP

(WC-0085) (ABANDONED)

EXIST 12" WATERLINE

T/P = 1290.78'

" 4 5°

D W

/ M

G S

KRM

JOHN E. LEVITT, P.E.

OK LICENSE NO. 26953

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C R

O N

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DRAWING NO.:

DRAWN BY:

CHECKED BY:

APPROVED BY:

JOB NO.: 2023-0888-03P:

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5, 1:

PROJECT NO.

TW-0016

THESE DOCUMENTS ARE FOR

PERMITTING REVIEW AND

ARE NOT INTENDED FOR

CONSTRUCTION OR

BIDDING PURPOSES.

SEALING ENGINEER:

NOTES:

1. EMBEDMENT MATERIAL MUST

MEET THE REQUIREMENTS OF

ASTM C33 NO. 67 AND BE READILY

WORKED UNDER THE SIDES OF

THE PIPE. IT MUST BE FREE FROM

REFUSE. ORGANIC MATERIAL,

COBBLES, BOULDERS, LARGE

ROCKS OR STONES.

2. TRENCH PIPE FOUNDATION MUST

BE FREE OF STANDING WATER,

NOT SOFT UNSUITABLE BOTTOM.

3. SEE DETAIL 515.01 FOR TRACER

WIRE INSTALLATION.

4. COMPACTION VALUES SHALL BE

RELATIVE TO ASTM D698 AND

CONFIRMED BY ASTM D6938.

PIPE O

EXCAVATION MAY BE

WIDENED ABOVE THE

EMBEDMENT ZONE FOR

TRENCH SAFETY

TRENCH ZONE NATIVE OR IMPORTED

MATERIAL COMPACTED TO 90% MAX

STANDARD PROCTOR DENSITY AS

DETERMINED BY ASTM D698

COMPACTION EFFORT (SEE NOTE 4)

OR TYPE "A" AGGREGATE BACKFILL IF

UNDER STREETS OR SIDEWALK

TRENCH WIDTH =

PIPE O.D. + 24" MIN.TOP OF NATURAL

GROUND

6" M

C O

D M

EMBEDMENT MATERIAL COMPACTED

TO 95% MAX DRY DENSITY AS

DETERMINED BY (ASTM D698

COMPACTION EFFORT)

UNDISTURBED

EARTH

TRENCH

SHORING TO

BE USED ON

BOTH SIDES

WHEN USED

≤ 24" PIPE O.D.

12" MIN

24" MAX

≤ 24" PIPE O.D.

12" MIN

24" MAX

INSTALL

TRACER

WIRE

NOTES:

1. IF AN EXISTING WATER TAP OR SERVICE IS WITHIN THE LIMITS OF THE WATER MAIN

LOWERING, CONTRACTOR MUST EXPOSE THE WATER SERVICE LINE AT THE CURB

STOP AND RELOCATE AND REINSTALL NEW SERVICE.

2. ALL BENDS MUST BE RESTRAINED BY A CITY APPROVED METHOD TO RESTORE

THE WATER MAIN TO SERVICE AS SOON AS POSSIBLE.

3. 24" MINIMUM VERTICAL SEPARATION FROM ALL STORM, SANITARY SEWERS, AND

ALL OTHER UTILITIES.

4. LOWERING OF ALL PIPES GREATER THAN 16" REQUIRE CALCULATIONS FOR

THRUST RESTAINTS.

5. SUBMISSION OF STANDARD WATER LINE SHUTDOWN REQUEST FOR REVIEW IS

REQUIRED FOR ALL PIPE SIZES.

6. ARRANGE THE PIPING SO THAT JOINTS IN THE 20' LENGTH OF PVC OR 18' LENGTH

OF CAST IRON SEWER PIPE WILL BE EQUIDISTANT FROM THE WATER MAIN. WHERE

THE WATER MAIN CROSSES UNDER THE SEWER, PROVIDE ADEQUATE

STRUCTURAL SUPPORT FOR SEWER TO PREVENT DAMAGE TO THE WATER MAIN.

EXISTING

WATER MAIN

EXISTING

GROUND

POLYETHYLENE WRAPPED

D.I. PIPE FITTINGS

M.J. X M.J. (TYP.)

(11 14°, 22 12° & 45°)

EXISTING OR

PROPOSED UTILITY

SOLID SLEEVE

(TYP.)

D.I. PIPE

M.J. X M.J. (TYP.)

OR PVC

EMBEDMENT

24"

20'-0" MAX

24"

NOTES:

1. VALVE TO BE CLOSED.

2. AFTER VALVE CLOSED REMOVE VALVE OPERATION NUT.

3. REMOVE VALVE BOX TOP TO 12" BELOW EXISTING GROUND OR PAVED

SURFACE.

4. IF IN GROUND, FILL VALVE BOX WITH CONCRETE TO 12" FROM

SURFACE THEN FINISH W/ SOIL AND FINISH WITH SOD.

5. IF IN PAVED SURFACE, FILL VALVE CAN WITH CONCRETE TO SURFACE.

VALVE OPERATION

NUT

EXISTING GROUND

OR PAVED SURFACE

ABANDONDED PIPE

TO BE FILLED WITH

FLOWABLE FILL

VALVE TO BE

ABANDONEDFLOWABLE FILL

INJECTION POINT

EXISTING

WATER

WATER LINE TO BE

ABANDONED

Scale: N.T.S.

BEDDING AND TRENCHING01

501 Scale: N.T.S.

WATER LINE LOWERING < 24"02

501 Scale: N.T.S.

VALVE ABANDONMENT03

NOTES:

1. CLOSE VALVES TO ISOLATE LINE.

2. SEVER AND REMOVE PIPE SECTION.

3. BLIND FLANGE TO TEE OR EXISTING PIPING.

4. PLUG OR CAP ABANDONED PIPE END.

5. ALL VALVE CLOSURES TO BE COORDINATED AND

COMPLETED BY LINE MAINTENANCE.

EXISTING PIPE TO

REMAIN IN SERVICE

RESTRAINED CAP

OR PLUG

FLOWABLE FILL

INJECTION POINT

CLASS 'B'

CONCRETE

EXISTING PIPE TO BE

ABANDONED AND REMOVED

FLOWABLE FILL

INJECTION POINT

PERMANENT PLUG W/ 3 LF CLASS

'B' CONCRETE OR RESTRAINED

CAP

CLASS 'B'

CONCRETE

ABANDONED EXISTING PIPE

TO BE FILLED WITH

FLOWABLE FILL

EXISTING PIPE TO

REMAIN IN SERVICEABANDON EXISTING PIPE

ABANDON

EXISTING PIPE

3 LF CLASS 'B'

CONCRETE

BLIND FLANGE

FLOWABLE FILL

INJECTION POINT

PERMANENT PLUG

OR CAP

LENGTH AS SHOWN

ON DRAWINGS

LENGTH AS SHOWN

ON DRAWINGS

LENGTH AS SHOWN

ON DRAWINGS

ABANDONED EXISTING PIPE

TO BE FILLED WITH

FLOWABLE FILL

ABANDONED EXISTING PIPE

TO BE FILLED WITH

FLOWABLE FILL

REMOVE 4-FEET MIN., OR LENGTH

AS SHOWN ON DRAWINGS

REMOVE 4-FEET MIN., OR LENGTH

AS SHOWN ON DRAWINGS

3' 3'

PERMANENT PLUG

FLOWABLE FILL

INJECTION POINT

3 LF CLASS 'B'

CONCRETE

PERMANENT PLUG W/ 3 LF CLASS

'B' CONCRETE OR RESTRAINED

CAP

PERMANENT PLUG W/ 3 LF CLASS

'B' CONCRETE OR RESTRAINED

CAP

REMOVE 4-FEET MIN., OR LENGTH AS

SHOWN ON DRAWINGS

Scale: N.T.S.

WITH WATER MAIN REMOVAL05

Scale: N.T.S.

PIPE CUT AND PLUG07

Scale: N.T.S.

CAP ON EXISTING WATER LINE04

TYPICAL PERMANENT CUT AND

Scale: N.T.S.

AND RESTRAINED PLUG06

TYPICAL IN-LINE PIPE CUT

TYPICAL CUT AND CAP

TYPICAL IN-LINE

NOTES:

THE DETAILS ON THIS SHEET ARE THE

CITY OF OKLAHOMA CITY UTILITY

DEPARTMENT WATER STANDARD

DETAILS. SOME OF THESE DETAILS MAY

NOT BE APPLICABLE FOR THIS PROJECT

BUT ARE STILL INCLUDED AS A SET.

GENERAL NOTES:

THE DETAILS ON THIS SHEET ARE THE CITY OF OKLAHOMA CITY UTILITY DEPARTMENT

WATER STANDARD DETAILS. SOME OF THESE DETAILS MAY NOT BE APPLICABLE FOR

THIS PROJECT BUT ARE STILL INCLUDED AS A SET. THESE UTILITIES DEPARTMENT

STANDARD DETAILS AS REVISED AND ISSUED ON SEPTEMBER 26, 2023, APPLY TO

PROJECTS WHERE: (1) OCWUT, (2) THE CITY OF OKLAHOMA CITY, OR (3) A TRUST OF

WHICH THE CITY OF OKLAHOMA CITY IS A BENEFICIARY, IS THE CONTRACTING ENTITY.

THE PREVIOUS VERSION OF THE STANDARD DETAILS, ISSUED IN 2014, WILL CONTINUE

TO APPLY TO PRIVATE DEVELOPMENT PROJECTS UNTIL THE ISSUANCE OF THE

PRIVATE DEVELOPMENT WATER AND WASTEWATER DESIGN REQUIREMENTS.

THESE UTILITIES DEPARTMENT STANDARD DETAILS WILL GOVERN ALL CONNECTIONS

AND EXTENSIONS TO THE OKLAHOMA CITY WATER AND WASTEWATER SYSTEMS

UNLESS (1) EXPRESSLY STATED IN THE SPECIAL PROVISIONS FOR A PROJECT TO

WHICH THE OCWUT IS A CONTRACTING ENTITY, OR (2) EXPRESSLY STATED IN WRITING

ON FINAL PLANS APPROVED BY THE UTILITIES DIRECTOR OR A PROFESSIONAL

ENGINEER DESIGNATED BY THE UTILITIES DIRECTOR TO REVIEW OF SUCH PLANS.

THESE UTILITIES DEPARTMENT STANDARD DETAILS SUPPLEMENT THE STANDARD

SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS.

WHERE THESE UTILITIES DEPARTMENT STANDARD DETAILS AND THE STANDARD

SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS CONFLICT THESE

UTILITIES DEPARTMENT STANDARD DETAILS SUPERSEDE AND TAKE PRECEDENCE

OVER THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC

IMPROVEMENTS.

ANY INTERPRETATION OF THE APPLICATION OF THESE UTILITIES DEPARTMENT

STANDARD DETAILS WILL BE MADE BY THE UTILITIES DIRECTOR OR A PROFESSIONAL

ENGINEER DESIGNATED BY THE UTILITIES DIRECTOR TO REVIEW OF SUCH PLANS.

THE OFFICIAL COPIES OF THE UTILITIES DEPARTMENT STANDARD DETAILS ARE

AVAILABLE ON THE UTILITIES DEPARTMENT WEBSITE.

GENERAL NOTES:

1. THE DETAILS ON THIS SHEET ARE THE CITY OF OKLAHOMA CITY UTILITY DEPARTMENT

WATER STANDARD DETAILS. SOME OF THESE DETAILS MAY NOT BE APPLICABLE FOR

THIS PROJECT BUT ARE STILL INCLUDED AS A SET.

THESE UTILITIES DEPARTMENT STANDARD DETAILS AS REVISED AND ISSUED ON

SEPTEMBER 26, 2023, APPLY TO PROJECTS WHERE: (1) OCWUT, (2) THE CITY OF

OKLAHOMA CITY, OR (3) A TRUST OF WHICH THE CITY OF OKLAHOMA CITY IS A

BENEFICIARY, IS THE CONTRACTING ENTITY. THE PREVIOUS VERSION OF THE

STANDARD DETAILS, ISSUED IN 2014, WILL CONTINUE TO APPLY TO PRIVATE

DEVELOPMENT PROJECTS UNTIL THE ISSUANCE OF THE PRIVATE DEVELOPMENT

WATER AND WASTEWATER DESIGN REQUIREMENTS.

THESE UTILITIES DEPARTMENT STANDARD DETAILS WILL GOVERN ALL CONNECTIONS

AND EXTENSIONS TO THE OKLAHOMA CITY WATER AND WASTEWATER SYSTEMS

UNLESS (1) EXPRESSLY STATED IN THE SPECIAL PROVISIONS FOR A PROJECT TO

WHICH THE OCWUT IS A CONTRACTING ENTITY, OR (2) EXPRESSLY STATED IN WRITING

ON FINAL PLANS APPROVED BY THE UTILITIES DIRECTOR OR A PROFESSIONAL

ENGINEER DESIGNATED BY THE UTILITIES DIRECTOR TO REVIEW OF SUCH PLANS.

THESE UTILITIES DEPARTMENT STANDARD DETAILS SUPPLEMENT THE STANDARD

SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS.

WHERE THESE UTILITIES DEPARTMENT STANDARD DETAILS AND THE STANDARD

SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS CONFLICT THESE

UTILITIES DEPARTMENT STANDARD DETAILS SUPERSEDE AND TAKE PRECEDENCE

OVER THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC

IMPROVEMENTS.

ANY INTERPRETATION OF THE APPLICATION OF THESE UTILITIES DEPARTMENT

STANDARD DETAILS WILL BE MADE BY THE UTILITIES DIRECTOR OR A PROFESSIONAL

ENGINEER DESIGNATED BY THE UTILITIES DIRECTOR TO REVIEW OF SUCH PLANS.

THE OFFICIAL COPIES OF THE UTILITIES DEPARTMENT STANDARD DETAILS ARE

AVAILABLE ON THE UTILITIES DEPARTMENT WEBSITE.

NOTES:

1. THE DETAILS ON THIS SHEET ARE THE CITY OF

OKLAHOMA CITY UTILITY DEPARTMENT WATER

STANDARD DETAILS. SOME OF THESE DETAILS

MAY NOT BE APPLICABLE FOR THIS PROJECT

BUT ARE STILL INCLUDED AS A SET.

THESE DOCUMENTS ARE FOR

INTERIM REVIEW AND ARE

NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

SEALING ENGINEER

O R

. M

, P .E

R D

D B

L H

U G

S, P

R U

E N

C H

B R

O W

G , G

/1 6/