IFB_6100_CLMC1105_PLANS_v1.pdf

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DISTRIBUTION GETAWAY DUCT BANK BORE

AT EAST VILLAGE SUBSTATION

CITY OF AUSTIN, TEXAS

GENERAL PERMIT PROGRAM CORRECTIONS RECORD

FOR USE FOR GENERAL PERMIT OFFICE ONLY

NO DESCRIPTION BY

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SHEET NO.'s

TOTAL #

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CORRECTION

PLAN SET

GENERAL

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PROGRAM

APPROVAL

APPROVAL

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TRAVIS

COUNTY

APPROVAL

APPROVAL

DATE

1. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT 24 HOURS PRIOR TO STARTING CONSTRUCTION OR

CLEARING OPERATIONS.

2. CONTRACTOR SHALL CALL "ONE CALL" AT 811 FOR UTILITY LOCATIONS AT LEAST 48 HOURS PRIOR TO ANY WORK IN

CITY EASEMENTS OR STREET RIGHT OF WAYS.

3. THIS PROJECT IS LOCATED WITHIN THE HARRIS BRANCH (SUBURBAN WATERSHED). THE SITE IS NOT WITHIN THE EDWARDS AQUIFER RECHARGE ZONE AS REGULATED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ).

THE SITE IS NOT WITHIN THE EDWARDS AQUIFER RECHARGE ZONE AS DEFINED BY THE CITY OF AUSTIN (COA).

4. PORTION OF THIS SITE LIES WITHIN THE 100 YEAR FLOOD PLAIN, ACCORDING T0 THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48453C0290J, DATED AUGUST 18, 2014 FOR TRAVIS COUNTY, TEXAS. AS PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, THE PURPOSE OF WHICH IS FOR FLOOD INSURANCE ONLY.

5. THIS PROJECT IS NOT WITHIN THE EDWARDS AQUIFER RECHARGE ZONE AS DEFINED BY THE CITY OF AUSTIN. THIS PROJECT IS NOT WITHIN THE EDWARDS AQUIFER TRANSITION ZONE AS REGULATED BY THE TEXAS COMMISSION ON

ENVIRONMENTAL QUALITY (TCEQ).

6. THERE ARE NO CRITICAL ENVIRONMENTAL FEATURES WITHIN 150' OF ANY PORTION OF THIS PROJECT. A FIELD

INVESTIGATION HAS NOT BEEN PERFORMED AS A PART OF THIS PROJECT.

7. THE STANDARD SHEETS INCLUDED IN THIS PLAN SET WERE PROVIDED BY THE GENERAL PERMIT PROGRAM OFFICE FOR USE ON GENERAL PERMIT PROJECTS ONLY. IF ANY MODIFICATIONS TO THE SHEETS WERE MADE, THEY ARE CLEARLY

INDICATED ON THE SHEET ITSELF AND IN THE COVER SHEET INDEX.

8. ADDITIONAL TRENCH E/S CONTROL: TRIANGULAR SEDIMENT FILTER DIKE WILL BE INSTALLED ACROSS FULL WIDTH OF TRAFFIC CLOSURE AND DOWNSTREAM OF CONSTRUCTION AREA, PERPENDICULAR TO CURB. FILTER DIKE TO FOLLOW ACTIVE CONSTRUCTION. REMOVING AND RE-SETTING FILTER DIKE IS CONSIDERED SUBSIDIARY TO BARRICADES AND

TRAFFIC HANDLING.

9. PROJECT SCHEDULE MUST BE APPROVED BY THE GENERAL PERMIT PROGRAM (GPP) COORDINATOR. INSTALLATION AND REMOVAL OF TEMPORARY AND PERMANENT EROSION/SEDIMENTATION CONTROLS MUST BE REFLECTED IN THE SCHEDULE, BY STATION NUMBER. GPP INSPECTOR MUST BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF

TRANSITION BETWEEN PHASES.

10. APPROPRIATE EASEMENTS/APPROVALS MUST BE SECURED AND DOCUMENTED FOR PROJECT AREAS LOCATED OUTSIDE OF RIGHT OF WAYS. NO WORK SHALL BE PERFORMED WITHIN THESE AREAS UNTIL ASSOCIATED RIGHT OF ENTRY HAS BEEN SECURED. ADDITIONALLY, THIS PROJECT WILL NOT BE CONSIDERED COMPLETE UNTIL ALL RECORDED

EASEMENT DOCUMENT NUMBERS HAVE BEEN OBTAINED AND SHOWN ON PLANS.

11. CONTRACTOR SHALL STAKE ALL PROPOSED SERVICE CONNECTIONS LOCATED WITHIN THE CRITICAL ROOT ZONE OF TREES 8" IN CALIPER AND LARGER AT LEAST 21 CALENDAR DAYS PRIOR TO CONSTRUCTION OF SUCH SERVICES. STAKING SHALL CONSIST OF A LATH WITH NAIL AND PAINT MARKINGS. IN CASES WHERE A STAKE CANNOT BE PLACED WITHOUT DAMAGING PROPERTY, CONTRACTOR MAY USE PAINT ONLY. ONCE STAKING IS COMPLETED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE CITY OF AUSTIN'S CONSTRUCTION INSPECTOR WITHIN TWENTY-FOUR HOURS. THE CITY OF AUSTIN'S CONSTRUCTION INSPECTOR WILL THEN COORDINATE A FIELD REVIEW OF THE SERVICE LOCATIONS WITH THE GENERAL PERMIT PROGRAM COORDINATOR AND PROPERTY OWNERS. SERVICE LINE LOCATIONS MAY BE ADJUSTED BASED ON THE REVIEW AND WILL BE RESTAKED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACT. ALL

SERVICE LINE STAKING SHALL BE MAINTAINED UNTIL THE SERVICE IS INSTALLED.

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AUSTIN ENERGY

[NCS] 1 OF 12

5/20/2025

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1. COVER SHEET

2. GENERAL NOTES

3. OVERALL PLAN

4. EROSION & SEDIMENTATION CONTROL AND TREE PROTECTION PLAN (1)

5. EROSION & SEDIMENTATION CONTROL AND TREE PROTECTION PLAN (2)

6. EROSION AND SEDIMENTATION CONTROL DETAILS

7. TREE PROTECTION NOTES AND DETAILS

8. REVEGETATION PLAN (1)

9. REVEGETATION PLAN (2)

10. PLAN & PROFILE (1)

11. PLAN & PROFILE (2)

12. DETAILS

13. DETAILS (2)

SHEET INDEX:

TRAFFIC CONTROL PLAN NOTE:

THIS NOTE IS BEING PLACED ON THE PLAN SET IN THE ABSENCE OF A TEMPORARY TRAFFIC CONTROL PLAN (TCP) WITH THE FULL UNDERSTANDING THAT AN ENGINEERED TCP SHALL BE REVIEWED AND APPROVED BY THE RIGHT OF WAY MANAGEMENT DIVISION. FURTHERMORE, A TCP SHALL BE SUBMITTED TO TCPReview@austintexas.gov FOR REVIEW A MINIMUM OF 6 WEEKS PRIOR TO THE START OF CONSTRUCTION. THE APPLICANT/PROJECT REPRESENTATIVE FURTHER RECOGNIZES THAT A TCP REVIEW FEE IS REQUIRED FOR THE INITIAL REVIEW AND ALL RE-REVIEWS, AS PRESCRIBED BY THE MOST

CURRENT VERSION OF THE CITY'S FEE ORDINANCE.

PROJECT INFORMATION:

STREET ADDRESS: 4605 1/2 HOWARD LANE AUSTIN, TEXAS 78653

CLIENT/SPONSOR:

CITY OF AUSTIN

AUSTIN ENERGY

2526 KRAMER LANE, BLDG E

AUSTIN, TEXAS 78758

CONTACT:

NAME: FRANCISCO GONZALEZ

PHONE: 512-972-8252

EMAIL: francisco.gonzalez@austinenergy.com

206 W. Main Street Suite 101

(512) 992-0118 Fax (512) 246-1856 Round Rock, Texas 78664

C ivil Land Group, LLC

Texas Registered Engineering Firm F-10523

NOTE:

AUSTIN ENERGY (CONTRACTOR) SHALL SUBMIT TRAFFIC CONTROL PLANS TO THE CITY OF AUSTIN RIGHT OF WAY FOR REVIEW

AND APPROVAL PRIOR TO WORK IN THE RIGHT OF WAY.

LOCATION MAP

CIP NO.: 13247.070

FDU: 3250 1107 CB80

UCC: 240822-01-01

ROW ID: 13368641

91201

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MAY 20, 2025

SUBMITTED FOR APPROVAL BY:

DATE

GREG ULCAK, P.E.

LICENSED PROFESSIONAL ENGINEER NO. 91201

ENGINEER OF RECORD

GREG ULCAK, P.E.

LICENSED PROFESSIONAL ENGINEER NO. 91201

ENGINEER OF RECORD

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HOWARD LANE

GREG LANEHO

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SITE

APPROVED BY GENERAL PERMIT HOLDER:

APPROVAL FOR SITE DEVELOPMENT PERMIT:

APPROVALS:

NOTE:

GENERAL PERMIT PROGRAM APPROVAL DOES NOT CONSTITUTE UTILITY ALIGNMENT/ASSIGNMENT APPROVAL.

RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY

CITY ENGINEERS.

8611 N MoPac Expy, Unit 400 Austin, Texas 78759

(512) 257-6901 Texas Registered Engineering Firm F-19627

TEMPORARY

ACCESS

TEMPORARY

ACCESS

NOTE:

THE ENGINEER WHO PREPARED THESE PLANS IS RESPONSIBLE FOR THEIR ADEQUACY. IN APPROVING THESE PLANS, TRAVIS COUNTY MUST RELY UPON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER.

NOTE:

THIS PROJECT WILL HAVE NO IMPACT TO WATER SURFACE ELEVATION OF THE FLOODPLAIN.

06/30/25

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YAGER LANE

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SUBSTATION ENGINEERING

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ELECTRIC SERVICE DELIVERY

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CITY GRID: Q32, Q31 MAPSCO:498N, 498S

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RELATED CASES:

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SCALE: NTS

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AULCC:

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R.O.W. ID.

AutoCAD SHX Text East Village Substation

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FRANCISCO GONZALEZ

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TRAVIS COUNTY PERMIT NUMBER

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PLANNING AND DEVELOPMENT REVIEW DEPARTMENT

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GENERAL PERMIT PROGRAM COORDINATOR

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DEVELOPMENT PERMIT NUMBER

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SUBMITTAL DATE:

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FOR TRAVIS COUNTY

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DATE

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EXP. DATE

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ANNUAL GENERAL PERMIT NUMBER

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DATE

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DATE

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DATE

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AGP-03-2022.AEU

AutoCAD SHX Text 10/30/24

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GP-2024-0498.AEU

AutoCAD SHX Text 24-48240

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206 W. Main Street Suite 101

(512)992-0118 Fax (512)246-1856 Round Rock, Texas 78664

C ivil Land Group, LLC

Texas Registered Engineering Firm F-10523

91201

GREGORY ULCAK

P

F TEXAS

OETATS

RO

FESS I ONA L ENGIN

EERL I C E NS ED

MAY 20, 2025

SUBSTATION ENGINEERING

ELECTRIC SERVICE DELIVERY

NOTICE

The data in this document incorporates proprietary rights of AUSTIN ENERGY.

Any party accepting this document does so in confidence and agrees that it shall not be duplicated in whole or part, nor disclosed to others without the consent of AUSTIN ENERGY.

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8611 N MoPac Expy, Unit 400 Austin, Texas 78759

(512) 257-6901 Texas Registered Engineering Firm F-19627

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AUSTIN WATER UTILITY NOTES GENERAL CONSTRUCTION NOTES

TRENCH SAFETY

STANDARD RIGHT OF WAY NOTES

CONSTRUCTION SEQUENCING

TRAFFIC CONTROL NOTES

TRAVIS COUNTY NOTES

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TRAVIS COUNTY NOTES

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1. CONTRACTOR MUST OBTAIN RIGHT-OF-WAY EXCAVATION PERMITS, FOR CONTRACTOR MUST OBTAIN RIGHT-OF-WAY EXCAVATION PERMITS, FOR EACH RIGHT-OF-WAY EXCAVATED, FROM THE CITY OF AUSTIN TRANSPORTATION DEPARTMENT - RIGHT-OF-WAY MANAGEMENT DIVISION (512-974-7265) PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR SHALL PROVIDE A ONE CALL CENTER CONFIRMATION NUMBER. 2. PRIOR TO ANY DIRECT DRILLING OR BORING, CONTRACTOR MUST PRIOR TO ANY DIRECT DRILLING OR BORING, CONTRACTOR MUST CONTACT THE CITY OF AUSTIN TRANSPORTATION DEPARTMENT - CONSTRUCTION INSPECTION DIVISION (512-974-7161) TO SCHEDULE A MANDATORY PRE-BORE INSPECTION. 3. CITY OF AUSTIN UTILITIES REQUIRE A MINIMUM 2' (FOOT) VERTICAL CITY OF AUSTIN UTILITIES REQUIRE A MINIMUM 2' (FOOT) VERTICAL AND 5' (FOOT) HORIZONTAL SEPARATION DISTANCE, MEASURED FROM OUTER DIAMETER TO OUTER DIAMETER. ANY VARIANCE/WAIVER FOR CITY UTILITIES CRITERIA MUST BE OBTAINED IN WRITING AND SUBMITTED TO THE CITY OF AUSTIN TRANSPORTATION DEPARTMENT - RIGHT-OF-WAY MANAGEMENT DIVISION (512-974-7265). 4. ALL STREET TRENCH REPAIRS ARE TO BE DONE IN ACCORDANCE ALL STREET TRENCH REPAIRS ARE TO BE DONE IN ACCORDANCE WITH CITY OF AUSTIN STANDARD DETAILS FROM THE 1100 SERIES. 5. ALL TRENCH REPAIR IN UNFINISHED SURFACES TO BE DONE IN ALL TRENCH REPAIR IN UNFINISHED SURFACES TO BE DONE IN ACCORDANCE WITH CITY OF AUSTIN STANDARD DETAIL 510S-5. 6. FOR EXCAVATION WITHIN 100 FEET OF A MOONLIGHT TOWER OR FOR EXCAVATION WITHIN 100 FEET OF A MOONLIGHT TOWER OR WITHIN 100 FEET OF A GUY WIRE SUPPORTING A MOONLIGHT TOWER, EXCAVATION OR CONSTRUCTION PLANS AND SEQUENCING INFORMATION THAT DEMONSTRATES THAT THE MOONLIGHT TOWER WILL BE ADEQUATELY PROTECTED FROM DAMAGE DURING EXCAVATION OR CONSTRUCTION MUST BE SUBMITTED FOR APPROVAL TO CITY OF AUSTIN - AUSTIN ENERGY (512-502-7611). 7. VERIFY THE LOCATION OF UNDERGROUND UTILITIES AT LEAST 100' VERIFY THE LOCATION OF UNDERGROUND UTILITIES AT LEAST 100' (FEET) IN ADVANCE OF ALL PROPOSED UTILITY CROSSINGS, AND ALSO LOCATIONS WHERE THE PROPOSED FACILITIES ARE DEPICTED TO RUN PARALLEL TO AND WITHIN FIVE FEET OF EXISTING FACILITIES. 8. CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF TRANSPORTATION, CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF TRANSPORTATION, RIGHT-OF-WAY MANAGEMENT DIVISION AT 974-7161 PRIOR TO THE INSTALLATION OF ANY FACILITY WITHIN A DRAINAGE EASEMENT OR STREET R.O.W. THE METHODS OF PLACEMENT AND COMPACTION OF BACKFILL IN THE CITY'S R.O.W. MUST BE APPROVED PRIOR TO START OF THE BACKFILL OPERATION. 9. FOR SLOPES OR TRENCHES MORE THAN FIVE (5) FEET IN DEPTH, A FOR SLOPES OR TRENCHES MORE THAN FIVE (5) FEET IN DEPTH, A NOTE MUST BE ADDED TO THE GENERAL CONSTRUCTION NOTES STATING THAT: “ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CITY OF AUSTIN STANDARD SPECIFICATIONS ITEM NO. 509 AN APPLICATION REGULATIONS OF THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)'. COPIES OF THE OSHA STANDARDS MAY BE PURCHASED FROM THE U.S. GOVERNMENT PRINTING OFFICE, INFORMATION AND RELATED REFERENCE MATERIALS MAY BE PURCHASED FROM OSHA, 611 E. 6TH STREET, AUSTIN, TEXAS. 5. DEVELOPER INFORMATION OWNER: CITY OF AUSTIN - AUSTIN ENERGY CITY OF AUSTIN - AUSTIN ENERGY ADDRESS: 2526 KRAMER LANE BLDG E AUSTIN, TX 78704-1194 2526 KRAMER LANE BLDG E AUSTIN, TX 78704-1194 PHONE: (512) 505-7175 (512) 505-7175 NAME: CIVIL LAND GROUP, LLC PHONE: (512) 992-0118 CIVIL LAND GROUP, LLC PHONE: (512) 992-0118 PHONE: (512) 992-0118 PHONE: (512) 992-0118 (512) 992-0118 OWNER'S REPRESENTATIVE RESPONSIBLE FOR PLAN ALTERATIONS. NAME: CONTRACTOR PHONE:_____________ CONTRACTOR PHONE:_____________ PHONE:_____________ PERSON OR FIRM RESPONSIBLE FOR EROSION/SEDIMENTATION CONTROL OR FIRM RESPONSIBLE FOR EROSION/SEDIMENTATION CONTROL OR FIRM RESPONSIBLE FOR EROSION/SEDIMENTATION CONTROL FIRM RESPONSIBLE FOR EROSION/SEDIMENTATION CONTROL FIRM RESPONSIBLE FOR EROSION/SEDIMENTATION CONTROL RESPONSIBLE FOR EROSION/SEDIMENTATION CONTROL RESPONSIBLE FOR EROSION/SEDIMENTATION CONTROL FOR EROSION/SEDIMENTATION CONTROL FOR EROSION/SEDIMENTATION CONTROL EROSION/SEDIMENTATION CONTROL EROSION/SEDIMENTATION CONTROL CONTROL CONTROL MAINTENANCE. NAME: CONTRACTOR PHONE:_____________ CONTRACTOR PHONE:_____________ PHONE:_____________ PERSON OR FIRM RESPONSIBLE FOR TREE/NATURAL AREA PROTECTION OR FIRM RESPONSIBLE FOR TREE/NATURAL AREA PROTECTION OR FIRM RESPONSIBLE FOR TREE/NATURAL AREA PROTECTION FIRM RESPONSIBLE FOR TREE/NATURAL AREA PROTECTION FIRM RESPONSIBLE FOR TREE/NATURAL AREA PROTECTION RESPONSIBLE FOR TREE/NATURAL AREA PROTECTION RESPONSIBLE FOR TREE/NATURAL AREA PROTECTION FOR TREE/NATURAL AREA PROTECTION FOR TREE/NATURAL AREA PROTECTION TREE/NATURAL AREA PROTECTION TREE/NATURAL AREA PROTECTION AREA PROTECTION AREA PROTECTION PROTECTION PROTECTION MAINTENANCE.

AutoCAD SHX Text AUGUST 21, 2013 1. THE CITY STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE TIME OF THE CITY STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE TIME OF CITY STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE TIME OF CITY STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE TIME OF STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE TIME OF STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE TIME OF CONSTRUCTION SPECIFICATIONS CURRENT AT THE TIME OF CONSTRUCTION SPECIFICATIONS CURRENT AT THE TIME OF SPECIFICATIONS CURRENT AT THE TIME OF SPECIFICATIONS CURRENT AT THE TIME OF CURRENT AT THE TIME OF CURRENT AT THE TIME OF AT THE TIME OF AT THE TIME OF THE TIME OF THE TIME OF TIME OF TIME OF OF OF BIDDING SHALL COVER MATERIAL AND METHODS USED TO DO THIS WORK. 2. CONTRACTOR MUST OBTAIN A STREET CUT PERMIT FROM WATERSHED CONTRACTOR MUST OBTAIN A STREET CUT PERMIT FROM WATERSHED MUST OBTAIN A STREET CUT PERMIT FROM WATERSHED MUST OBTAIN A STREET CUT PERMIT FROM WATERSHED OBTAIN A STREET CUT PERMIT FROM WATERSHED OBTAIN A STREET CUT PERMIT FROM WATERSHED A STREET CUT PERMIT FROM WATERSHED A STREET CUT PERMIT FROM WATERSHED STREET CUT PERMIT FROM WATERSHED STREET CUT PERMIT FROM WATERSHED CUT PERMIT FROM WATERSHED CUT PERMIT FROM WATERSHED PERMIT FROM WATERSHED PERMIT FROM WATERSHED FROM WATERSHED FROM WATERSHED WATERSHED WATERSHED PROTECTION AND DEVELOPMENT REVIEW DEPARTMENT, RIGHT OF WAY MANAGEMENT AND DEVELOPMENT REVIEW DEPARTMENT, RIGHT OF WAY MANAGEMENT AND DEVELOPMENT REVIEW DEPARTMENT, RIGHT OF WAY MANAGEMENT DEVELOPMENT REVIEW DEPARTMENT, RIGHT OF WAY MANAGEMENT DEVELOPMENT REVIEW DEPARTMENT, RIGHT OF WAY MANAGEMENT REVIEW DEPARTMENT, RIGHT OF WAY MANAGEMENT REVIEW DEPARTMENT, RIGHT OF WAY MANAGEMENT DEPARTMENT, RIGHT OF WAY MANAGEMENT DEPARTMENT, RIGHT OF WAY MANAGEMENT DEPARTMENT, RIGHT OF WAY MANAGEMENT RIGHT OF WAY MANAGEMENT RIGHT OF WAY MANAGEMENT OF WAY MANAGEMENT OF WAY MANAGEMENT WAY MANAGEMENT WAY MANAGEMENT MANAGEMENT MANAGEMENT DIVISION BEFORE BEGINNING CONSTRUCTION WITHIN THE RIGHT-OF-WAY OF A BEFORE BEGINNING CONSTRUCTION WITHIN THE RIGHT-OF-WAY OF A BEFORE BEGINNING CONSTRUCTION WITHIN THE RIGHT-OF-WAY OF A BEGINNING CONSTRUCTION WITHIN THE RIGHT-OF-WAY OF A BEGINNING CONSTRUCTION WITHIN THE RIGHT-OF-WAY OF A CONSTRUCTION WITHIN THE RIGHT-OF-WAY OF A CONSTRUCTION WITHIN THE RIGHT-OF-WAY OF A WITHIN THE RIGHT-OF-WAY OF A WITHIN THE RIGHT-OF-WAY OF A THE RIGHT-OF-WAY OF A THE RIGHT-OF-WAY OF A RIGHT-OF-WAY OF A RIGHT-OF-WAY OF A OF A OF A A A PUBLIC STREET OR ALLEY. 3. AT LEAST 48 HOURS BEFORE BEGINNING ANY WATER AND WASTEWATER AT LEAST 48 HOURS BEFORE BEGINNING ANY WATER AND WASTEWATER LEAST 48 HOURS BEFORE BEGINNING ANY WATER AND WASTEWATER LEAST 48 HOURS BEFORE BEGINNING ANY WATER AND WASTEWATER 48 HOURS BEFORE BEGINNING ANY WATER AND WASTEWATER 48 HOURS BEFORE BEGINNING ANY WATER AND WASTEWATER HOURS BEFORE BEGINNING ANY WATER AND WASTEWATER HOURS BEFORE BEGINNING ANY WATER AND WASTEWATER BEFORE BEGINNING ANY WATER AND WASTEWATER BEFORE BEGINNING ANY WATER AND WASTEWATER BEGINNING ANY WATER AND WASTEWATER BEGINNING ANY WATER AND WASTEWATER ANY WATER AND WASTEWATER ANY WATER AND WASTEWATER WATER AND WASTEWATER WATER AND WASTEWATER AND WASTEWATER AND WASTEWATER WASTEWATER WASTEWATER CONSTRUCTION IN PUBLIC R.O.W. OR PUBLIC EASEMENT, THE CONTRACTOR SHALL IN PUBLIC R.O.W. OR PUBLIC EASEMENT, THE CONTRACTOR SHALL IN PUBLIC R.O.W. OR PUBLIC EASEMENT, THE CONTRACTOR SHALL PUBLIC R.O.W. OR PUBLIC EASEMENT, THE CONTRACTOR SHALL PUBLIC R.O.W. OR PUBLIC EASEMENT, THE CONTRACTOR SHALL R.O.W. OR PUBLIC EASEMENT, THE CONTRACTOR SHALL R.O.W. OR PUBLIC EASEMENT, THE CONTRACTOR SHALL OR PUBLIC EASEMENT, THE CONTRACTOR SHALL OR PUBLIC EASEMENT, THE CONTRACTOR SHALL PUBLIC EASEMENT, THE CONTRACTOR SHALL PUBLIC EASEMENT, THE CONTRACTOR SHALL EASEMENT, THE CONTRACTOR SHALL EASEMENT, THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL NOTIFY WATERSHED PROTECTION AND DEVELOPMENT REVIEW INSPECTION OR WATER WATERSHED PROTECTION AND DEVELOPMENT REVIEW INSPECTION OR WATER WATERSHED PROTECTION AND DEVELOPMENT REVIEW INSPECTION OR WATER PROTECTION AND DEVELOPMENT REVIEW INSPECTION OR WATER PROTECTION AND DEVELOPMENT REVIEW INSPECTION OR WATER AND DEVELOPMENT REVIEW INSPECTION OR WATER AND DEVELOPMENT REVIEW INSPECTION OR WATER DEVELOPMENT REVIEW INSPECTION OR WATER DEVELOPMENT REVIEW INSPECTION OR WATER REVIEW INSPECTION OR WATER REVIEW INSPECTION OR WATER INSPECTION OR WATER INSPECTION OR WATER OR WATER OR WATER WATER WATER AND WASTEWATER UTILITY TAPS INSPECTION AT THE NUMBER INDICATED ON THE WASTEWATER UTILITY TAPS INSPECTION AT THE NUMBER INDICATED ON THE WASTEWATER UTILITY TAPS INSPECTION AT THE NUMBER INDICATED ON THE UTILITY TAPS INSPECTION AT THE NUMBER INDICATED ON THE UTILITY TAPS INSPECTION AT THE NUMBER INDICATED ON THE TAPS INSPECTION AT THE NUMBER INDICATED ON THE TAPS INSPECTION AT THE NUMBER INDICATED ON THE INSPECTION AT THE NUMBER INDICATED ON THE INSPECTION AT THE NUMBER INDICATED ON THE AT THE NUMBER INDICATED ON THE AT THE NUMBER INDICATED ON THE THE NUMBER INDICATED ON THE THE NUMBER INDICATED ON THE NUMBER INDICATED ON THE NUMBER INDICATED ON THE INDICATED ON THE INDICATED ON THE ON THE ON THE THE THE PLANS BY THE AWU PLAN REVIEWER. 4. THE CONTRACTOR SHALL CONTACT THE AUSTIN AREA “ONE CALL” SYSTEM AT THE CONTRACTOR SHALL CONTACT THE AUSTIN AREA “ONE CALL” SYSTEM AT CONTRACTOR SHALL CONTACT THE AUSTIN AREA “ONE CALL” SYSTEM AT CONTRACTOR SHALL CONTACT THE AUSTIN AREA “ONE CALL” SYSTEM AT SHALL CONTACT THE AUSTIN AREA “ONE CALL” SYSTEM AT SHALL CONTACT THE AUSTIN AREA “ONE CALL” SYSTEM AT CONTACT THE AUSTIN AREA “ONE CALL” SYSTEM AT CONTACT THE AUSTIN AREA “ONE CALL” SYSTEM AT THE AUSTIN AREA “ONE CALL” SYSTEM AT THE AUSTIN AREA “ONE CALL” SYSTEM AT AUSTIN AREA “ONE CALL” SYSTEM AT AUSTIN AREA “ONE CALL” SYSTEM AT AREA “ONE CALL” SYSTEM AT AREA “ONE CALL” SYSTEM AT “ONE CALL” SYSTEM AT ONE CALL” SYSTEM AT CALL” SYSTEM AT CALL” SYSTEM AT SYSTEM AT AT AT 1-800-344-8377 FOR EXISTING UTILITY LOCATIONS PRIOR TO ANY EXCAVATION IN FOR EXISTING UTILITY LOCATIONS PRIOR TO ANY EXCAVATION IN FOR EXISTING UTILITY LOCATIONS PRIOR TO ANY EXCAVATION IN EXISTING UTILITY LOCATIONS PRIOR TO ANY EXCAVATION IN EXISTING UTILITY LOCATIONS PRIOR TO ANY EXCAVATION IN UTILITY LOCATIONS PRIOR TO ANY EXCAVATION IN UTILITY LOCATIONS PRIOR TO ANY EXCAVATION IN LOCATIONS PRIOR TO ANY EXCAVATION IN LOCATIONS PRIOR TO ANY EXCAVATION IN PRIOR TO ANY EXCAVATION IN PRIOR TO ANY EXCAVATION IN TO ANY EXCAVATION IN TO ANY EXCAVATION IN ANY EXCAVATION IN ANY EXCAVATION IN EXCAVATION IN EXCAVATION IN IN IN ADVANCE OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF CONTRACTOR SHALL VERIFY THE LOCATIONS OF CONTRACTOR SHALL VERIFY THE LOCATIONS OF SHALL VERIFY THE LOCATIONS OF SHALL VERIFY THE LOCATIONS OF VERIFY THE LOCATIONS OF VERIFY THE LOCATIONS OF THE LOCATIONS OF THE LOCATIONS OF LOCATIONS OF LOCATIONS OF OF OF ALL UTILITIES TO BE EXTENDED, TIED TO, OR ALTERED, OR SUBJECT TO UTILITIES TO BE EXTENDED, TIED TO, OR ALTERED, OR SUBJECT TO UTILITIES TO BE EXTENDED, TIED TO, OR ALTERED, OR SUBJECT TO TO BE EXTENDED, TIED TO, OR ALTERED, OR SUBJECT TO TO BE EXTENDED, TIED TO, OR ALTERED, OR SUBJECT TO BE EXTENDED, TIED TO, OR ALTERED, OR SUBJECT TO BE EXTENDED, TIED TO, OR ALTERED, OR SUBJECT TO EXTENDED, TIED TO, OR ALTERED, OR SUBJECT TO EXTENDED, TIED TO, OR ALTERED, OR SUBJECT TO TIED TO, OR ALTERED, OR SUBJECT TO TIED TO, OR ALTERED, OR SUBJECT TO TO, OR ALTERED, OR SUBJECT TO TO, OR ALTERED, OR SUBJECT TO OR ALTERED, OR SUBJECT TO OR ALTERED, OR SUBJECT TO ALTERED, OR SUBJECT TO ALTERED, OR SUBJECT TO OR SUBJECT TO OR SUBJECT TO SUBJECT TO SUBJECT TO TO TO DAMAGE/INCONVENIENCE BY THE CONSTRUCTION OPERATIONS. THE CITY OF AUSTIN BY THE CONSTRUCTION OPERATIONS. THE CITY OF AUSTIN BY THE CONSTRUCTION OPERATIONS. THE CITY OF AUSTIN THE CONSTRUCTION OPERATIONS. THE CITY OF AUSTIN THE CONSTRUCTION OPERATIONS. THE CITY OF AUSTIN CONSTRUCTION OPERATIONS. THE CITY OF AUSTIN CONSTRUCTION OPERATIONS. THE CITY OF AUSTIN OPERATIONS. THE CITY OF AUSTIN OPERATIONS. THE CITY OF AUSTIN THE CITY OF AUSTIN THE CITY OF AUSTIN CITY OF AUSTIN CITY OF AUSTIN OF AUSTIN OF AUSTIN AUSTIN AUSTIN WATER AND WASTEWATER MAINTENANCE RESPONSIBILITY ENDS AT R.O.W./EASEMENT AND WASTEWATER MAINTENANCE RESPONSIBILITY ENDS AT R.O.W./EASEMENT AND WASTEWATER MAINTENANCE RESPONSIBILITY ENDS AT R.O.W./EASEMENT WASTEWATER MAINTENANCE RESPONSIBILITY ENDS AT R.O.W./EASEMENT WASTEWATER MAINTENANCE RESPONSIBILITY ENDS AT R.O.W./EASEMENT MAINTENANCE RESPONSIBILITY ENDS AT R.O.W./EASEMENT MAINTENANCE RESPONSIBILITY ENDS AT R.O.W./EASEMENT RESPONSIBILITY ENDS AT R.O.W./EASEMENT RESPONSIBILITY ENDS AT R.O.W./EASEMENT ENDS AT R.O.W./EASEMENT ENDS AT R.O.W./EASEMENT AT R.O.W./EASEMENT AT R.O.W./EASEMENT R.O.W./EASEMENT R.O.W./EASEMENT LINES. 5. NO OTHER UTILITY SERVICE/APPURTENANCES SHALL BE PLACED NEAR THE NO OTHER UTILITY SERVICE/APPURTENANCES SHALL BE PLACED NEAR THE OTHER UTILITY SERVICE/APPURTENANCES SHALL BE PLACED NEAR THE OTHER UTILITY SERVICE/APPURTENANCES SHALL BE PLACED NEAR THE UTILITY SERVICE/APPURTENANCES SHALL BE PLACED NEAR THE UTILITY SERVICE/APPURTENANCES SHALL BE PLACED NEAR THE SERVICE/APPURTENANCES SHALL BE PLACED NEAR THE SERVICE/APPURTENANCES SHALL BE PLACED NEAR THE SHALL BE PLACED NEAR THE SHALL BE PLACED NEAR THE BE PLACED NEAR THE BE PLACED NEAR THE PLACED NEAR THE PLACED NEAR THE NEAR THE NEAR THE THE THE PROPERTY LINE, OR OTHER ASSIGNED LOCATION DESIGNATED FOR WATER AND LINE, OR OTHER ASSIGNED LOCATION DESIGNATED FOR WATER AND LINE, OR OTHER ASSIGNED LOCATION DESIGNATED FOR WATER AND OR OTHER ASSIGNED LOCATION DESIGNATED FOR WATER AND OR OTHER ASSIGNED LOCATION DESIGNATED FOR WATER AND OTHER ASSIGNED LOCATION DESIGNATED FOR WATER AND OTHER ASSIGNED LOCATION DESIGNATED FOR WATER AND ASSIGNED LOCATION DESIGNATED FOR WATER AND ASSIGNED LOCATION DESIGNATED FOR WATER AND LOCATION DESIGNATED FOR WATER AND LOCATION DESIGNATED FOR WATER AND DESIGNATED FOR WATER AND DESIGNATED FOR WATER AND FOR WATER AND FOR WATER AND WATER AND WATER AND AND AND WASTEWATER UTILITY SERVICE THAT WOULD INTERFERE WITH THE WATER AND UTILITY SERVICE THAT WOULD INTERFERE WITH THE WATER AND UTILITY SERVICE THAT WOULD INTERFERE WITH THE WATER AND SERVICE THAT WOULD INTERFERE WITH THE WATER AND SERVICE THAT WOULD INTERFERE WITH THE WATER AND THAT WOULD INTERFERE WITH THE WATER AND THAT WOULD INTERFERE WITH THE WATER AND WOULD INTERFERE WITH THE WATER AND WOULD INTERFERE WITH THE WATER AND INTERFERE WITH THE WATER AND INTERFERE WITH THE WATER AND WITH THE WATER AND WITH THE WATER AND THE WATER AND THE WATER AND WATER AND WATER AND AND AND WASTEWATER SERVICES. 6. 7. THE CITY SPECIFICATION ITEM 509S WILL BE REQUIRED AS A MINIMUM THE CITY SPECIFICATION ITEM 509S WILL BE REQUIRED AS A MINIMUM CITY SPECIFICATION ITEM 509S WILL BE REQUIRED AS A MINIMUM CITY SPECIFICATION ITEM 509S WILL BE REQUIRED AS A MINIMUM SPECIFICATION ITEM 509S WILL BE REQUIRED AS A MINIMUM SPECIFICATION ITEM 509S WILL BE REQUIRED AS A MINIMUM ITEM 509S WILL BE REQUIRED AS A MINIMUM ITEM 509S WILL BE REQUIRED AS A MINIMUM 509S WILL BE REQUIRED AS A MINIMUM 509S WILL BE REQUIRED AS A MINIMUM WILL BE REQUIRED AS A MINIMUM WILL BE REQUIRED AS A MINIMUM BE REQUIRED AS A MINIMUM BE REQUIRED AS A MINIMUM REQUIRED AS A MINIMUM REQUIRED AS A MINIMUM AS A MINIMUM AS A MINIMUM A MINIMUM A MINIMUM MINIMUM MINIMUM TRENCH SAFETY MEASURE. 8. ALL MATERIALS TESTS, INCLUDING SOIL DENSITY TESTS AND DETAILED SOIL ALL MATERIALS TESTS, INCLUDING SOIL DENSITY TESTS AND DETAILED SOIL MATERIALS TESTS, INCLUDING SOIL DENSITY TESTS AND DETAILED SOIL MATERIALS TESTS, INCLUDING SOIL DENSITY TESTS AND DETAILED SOIL TESTS, INCLUDING SOIL DENSITY TESTS AND DETAILED SOIL TESTS, INCLUDING SOIL DENSITY TESTS AND DETAILED SOIL INCLUDING SOIL DENSITY TESTS AND DETAILED SOIL INCLUDING SOIL DENSITY TESTS AND DETAILED SOIL SOIL DENSITY TESTS AND DETAILED SOIL SOIL DENSITY TESTS AND DETAILED SOIL DENSITY TESTS AND DETAILED SOIL DENSITY TESTS AND DETAILED SOIL TESTS AND DETAILED SOIL TESTS AND DETAILED SOIL AND DETAILED SOIL AND DETAILED SOIL DETAILED SOIL DETAILED SOIL SOIL SOIL ANALYSES, SHALL BE CONDUCTED BY AN INDEPENDENT LABORATORY AND FUNDED SHALL BE CONDUCTED BY AN INDEPENDENT LABORATORY AND FUNDED SHALL BE CONDUCTED BY AN INDEPENDENT LABORATORY AND FUNDED BE CONDUCTED BY AN INDEPENDENT LABORATORY AND FUNDED BE CONDUCTED BY AN INDEPENDENT LABORATORY AND FUNDED CONDUCTED BY AN INDEPENDENT LABORATORY AND FUNDED CONDUCTED BY AN INDEPENDENT LABORATORY AND FUNDED BY AN INDEPENDENT LABORATORY AND FUNDED BY AN INDEPENDENT LABORATORY AND FUNDED AN INDEPENDENT LABORATORY AND FUNDED AN INDEPENDENT LABORATORY AND FUNDED INDEPENDENT LABORATORY AND FUNDED INDEPENDENT LABORATORY AND FUNDED LABORATORY AND FUNDED LABORATORY AND FUNDED AND FUNDED AND FUNDED FUNDED FUNDED BY THE OWNER IN ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEM THE OWNER IN ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEM THE OWNER IN ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEM OWNER IN ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEM OWNER IN ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEM IN ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEM IN ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEM ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEM ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEM WITH CITY STANDARD SPECIFICATION ITEM WITH CITY STANDARD SPECIFICATION ITEM CITY STANDARD SPECIFICATION ITEM CITY STANDARD SPECIFICATION ITEM STANDARD SPECIFICATION ITEM STANDARD SPECIFICATION ITEM SPECIFICATION ITEM SPECIFICATION ITEM ITEM ITEM 1804S.04. 9. PRESSURE TAPS SHALL BE IN ACCORDANCE WITH CITY STANDARD PRESSURE TAPS SHALL BE IN ACCORDANCE WITH CITY STANDARD TAPS SHALL BE IN ACCORDANCE WITH CITY STANDARD TAPS SHALL BE IN ACCORDANCE WITH CITY STANDARD SHALL BE IN ACCORDANCE WITH CITY STANDARD SHALL BE IN ACCORDANCE WITH CITY STANDARD BE IN ACCORDANCE WITH CITY STANDARD BE IN ACCORDANCE WITH CITY STANDARD IN ACCORDANCE WITH CITY STANDARD IN ACCORDANCE WITH CITY STANDARD ACCORDANCE WITH CITY STANDARD ACCORDANCE WITH CITY STANDARD WITH CITY STANDARD WITH CITY STANDARD CITY STANDARD CITY STANDARD STANDARD STANDARD SPECIFICATION ITEM 510.3(24). THE CONTRACTOR SHALL PERFORM EXCAVATION ITEM 510.3(24). THE CONTRACTOR SHALL PERFORM EXCAVATION ITEM 510.3(24). THE CONTRACTOR SHALL PERFORM EXCAVATION 510.3(24). THE CONTRACTOR SHALL PERFORM EXCAVATION 510.3(24). THE CONTRACTOR SHALL PERFORM EXCAVATION THE CONTRACTOR SHALL PERFORM EXCAVATION THE CONTRACTOR SHALL PERFORM EXCAVATION CONTRACTOR SHALL PERFORM EXCAVATION CONTRACTOR SHALL PERFORM EXCAVATION SHALL PERFORM EXCAVATION SHALL PERFORM EXCAVATION PERFORM EXCAVATION PERFORM EXCAVATION EXCAVATION EXCAVATION ETC., AND SHALL FURNISH, INSTALL AND AIR TEST THE SLEEVE AND VALVE. WHEN AND SHALL FURNISH, INSTALL AND AIR TEST THE SLEEVE AND VALVE. WHEN AND SHALL FURNISH, INSTALL AND AIR TEST THE SLEEVE AND VALVE. WHEN SHALL FURNISH, INSTALL AND AIR TEST THE SLEEVE AND VALVE. WHEN SHALL FURNISH, INSTALL AND AIR TEST THE SLEEVE AND VALVE. WHEN FURNISH, INSTALL AND AIR TEST THE SLEEVE AND VALVE. WHEN FURNISH, INSTALL AND AIR TEST THE SLEEVE AND VALVE. WHEN INSTALL AND AIR TEST THE SLEEVE AND VALVE. WHEN INSTALL AND AIR TEST THE SLEEVE AND VALVE. WHEN AND AIR TEST THE SLEEVE AND VALVE. WHEN AND AIR TEST THE SLEEVE AND VALVE. WHEN AIR TEST THE SLEEVE AND VALVE. WHEN AIR TEST THE SLEEVE AND VALVE. WHEN TEST THE SLEEVE AND VALVE. WHEN TEST THE SLEEVE AND VALVE. WHEN THE SLEEVE AND VALVE. WHEN THE SLEEVE AND VALVE. WHEN SLEEVE AND VALVE. WHEN SLEEVE AND VALVE. WHEN AND VALVE. WHEN AND VALVE. WHEN VALVE. WHEN VALVE. WHEN WHEN WHEN WHEN CONTRACTORS MAKE THE TAP A CITY INSPECTOR MUST BE PRESENT AND 2 MAKE THE TAP A CITY INSPECTOR MUST BE PRESENT AND 2 MAKE THE TAP A CITY INSPECTOR MUST BE PRESENT AND 2 THE TAP A CITY INSPECTOR MUST BE PRESENT AND 2 THE TAP A CITY INSPECTOR MUST BE PRESENT AND 2 TAP A CITY INSPECTOR MUST BE PRESENT AND 2 TAP A CITY INSPECTOR MUST BE PRESENT AND 2 A CITY INSPECTOR MUST BE PRESENT AND 2 A CITY INSPECTOR MUST BE PRESENT AND 2 CITY INSPECTOR MUST BE PRESENT AND 2 CITY INSPECTOR MUST BE PRESENT AND 2 INSPECTOR MUST BE PRESENT AND 2 INSPECTOR MUST BE PRESENT AND 2 MUST BE PRESENT AND 2 MUST BE PRESENT AND 2 BE PRESENT AND 2 BE PRESENT AND 2 PRESENT AND 2 PRESENT AND 2 AND 2 AND 2 2 2 WORKING DAYS (MIN.) NOTICE MUST BE GIVEN. “SIZE ON SIZE” TAPS WILL NOT BE DAYS (MIN.) NOTICE MUST BE GIVEN. “SIZE ON SIZE” TAPS WILL NOT BE DAYS (MIN.) NOTICE MUST BE GIVEN. “SIZE ON SIZE” TAPS WILL NOT BE (MIN.) NOTICE MUST BE GIVEN. “SIZE ON SIZE” TAPS WILL NOT BE (MIN.) NOTICE MUST BE GIVEN. “SIZE ON SIZE” TAPS WILL NOT BE NOTICE MUST BE GIVEN. “SIZE ON SIZE” TAPS WILL NOT BE NOTICE MUST BE GIVEN. “SIZE ON SIZE” TAPS WILL NOT BE MUST BE GIVEN. “SIZE ON SIZE” TAPS WILL NOT BE MUST BE GIVEN. “SIZE ON SIZE” TAPS WILL NOT BE BE GIVEN. “SIZE ON SIZE” TAPS WILL NOT BE BE GIVEN. “SIZE ON SIZE” TAPS WILL NOT BE GIVEN. “SIZE ON SIZE” TAPS WILL NOT BE GIVEN. “SIZE ON SIZE” TAPS WILL NOT BE “SIZE ON SIZE” TAPS WILL NOT BE “SIZE ON SIZE” TAPS WILL NOT BE SIZE ON SIZE” TAPS WILL NOT BE ON SIZE” TAPS WILL NOT BE ON SIZE” TAPS WILL NOT BE SIZE” TAPS WILL NOT BE SIZE” TAPS WILL NOT BE TAPS WILL NOT BE WILL NOT BE WILL NOT BE NOT BE NOT BE BE BE PERMITTED, UNLESS, IT HAS BEEN DEMONSTRATED THAT A MORE ACCEPTABLE UNLESS, IT HAS BEEN DEMONSTRATED THAT A MORE ACCEPTABLE UNLESS, IT HAS BEEN DEMONSTRATED THAT A MORE ACCEPTABLE IT HAS BEEN DEMONSTRATED THAT A MORE ACCEPTABLE IT HAS BEEN DEMONSTRATED THAT A MORE ACCEPTABLE HAS BEEN DEMONSTRATED THAT A MORE ACCEPTABLE HAS BEEN DEMONSTRATED THAT A MORE ACCEPTABLE BEEN DEMONSTRATED THAT A MORE ACCEPTABLE BEEN DEMONSTRATED THAT A MORE ACCEPTABLE DEMONSTRATED THAT A MORE ACCEPTABLE DEMONSTRATED THAT A MORE ACCEPTABLE THAT A MORE ACCEPTABLE THAT A MORE ACCEPTABLE A MORE ACCEPTABLE A MORE ACCEPTABLE MORE ACCEPTABLE MORE ACCEPTABLE ACCEPTABLE ACCEPTABLE CONNECTION WOULD INVOLVE CONSIDERABLE HARDSHIP TO THE UTILITY SYSTEM. WOULD INVOLVE CONSIDERABLE HARDSHIP TO THE UTILITY SYSTEM. WOULD INVOLVE CONSIDERABLE HARDSHIP TO THE UTILITY SYSTEM. INVOLVE CONSIDERABLE HARDSHIP TO THE UTILITY SYSTEM. INVOLVE CONSIDERABLE HARDSHIP TO THE UTILITY SYSTEM. CONSIDERABLE HARDSHIP TO THE UTILITY SYSTEM. CONSIDERABLE HARDSHIP TO THE UTILITY SYSTEM. HARDSHIP TO THE UTILITY SYSTEM. HARDSHIP TO THE UTILITY SYSTEM. TO THE UTILITY SYSTEM. TO THE UTILITY SYSTEM. THE UTILITY SYSTEM. THE UTILITY SYSTEM. UTILITY SYSTEM. UTILITY SYSTEM. SYSTEM. SYSTEM. ALL TAPS SHALL BE MADE BY USE OF AN APPROVED FULL CIRCLE-GASKETED TAPS SHALL BE MADE BY USE OF AN APPROVED FULL CIRCLE-GASKETED TAPS SHALL BE MADE BY USE OF AN APPROVED FULL CIRCLE-GASKETED SHALL BE MADE BY USE OF AN APPROVED FULL CIRCLE-GASKETED SHALL BE MADE BY USE OF AN APPROVED FULL CIRCLE-GASKETED BE MADE BY USE OF AN APPROVED FULL CIRCLE-GASKETED BE MADE BY USE OF AN APPROVED FULL CIRCLE-GASKETED MADE BY USE OF AN APPROVED FULL CIRCLE-GASKETED MADE BY USE OF AN APPROVED FULL CIRCLE-GASKETED BY USE OF AN APPROVED FULL CIRCLE-GASKETED BY USE OF AN APPROVED FULL CIRCLE-GASKETED USE OF AN APPROVED FULL CIRCLE-GASKETED USE OF AN APPROVED FULL CIRCLE-GASKETED OF AN APPROVED FULL CIRCLE-GASKETED OF AN APPROVED FULL CIRCLE-GASKETED AN APPROVED FULL CIRCLE-GASKETED AN APPROVED FULL CIRCLE-GASKETED APPROVED FULL CIRCLE-GASKETED APPROVED FULL CIRCLE-GASKETED FULL CIRCLE-GASKETED FULL CIRCLE-GASKETED CIRCLE-GASKETED CIRCLE-GASKETED CAST IRON OR DUCTILE IRON TAPPING SLEEVE. CONCRETE BLOCKING SHALL BE IRON OR DUCTILE IRON TAPPING SLEEVE. CONCRETE BLOCKING SHALL BE IRON OR DUCTILE IRON TAPPING SLEEVE. CONCRETE BLOCKING SHALL BE OR DUCTILE IRON TAPPING SLEEVE. CONCRETE BLOCKING SHALL BE OR DUCTILE IRON TAPPING SLEEVE. CONCRETE BLOCKING SHALL BE DUCTILE IRON TAPPING SLEEVE. CONCRETE BLOCKING SHALL BE DUCTILE IRON TAPPING SLEEVE. CONCRETE BLOCKING SHALL BE IRON TAPPING SLEEVE. CONCRETE BLOCKING SHALL BE IRON TAPPING SLEEVE. CONCRETE BLOCKING SHALL BE TAPPING SLEEVE. CONCRETE BLOCKING SHALL BE TAPPING SLEEVE. CONCRETE BLOCKING SHALL BE SLEEVE. CONCRETE BLOCKING SHALL BE SLEEVE. CONCRETE BLOCKING SHALL BE CONCRETE BLOCKING SHALL BE CONCRETE BLOCKING SHALL BE BLOCKING SHALL BE BLOCKING SHALL BE SHALL BE SHALL BE BE BE PLACED UNDER ALL TAP SLEEVES PRIOR TO MAKING THE PRESSURE TAP AND THE UNDER ALL TAP SLEEVES PRIOR TO MAKING THE PRESSURE TAP AND THE UNDER ALL TAP SLEEVES PRIOR TO MAKING THE PRESSURE TAP AND THE ALL TAP SLEEVES PRIOR TO MAKING THE PRESSURE TAP AND THE ALL TAP SLEEVES PRIOR TO MAKING THE PRESSURE TAP AND THE TAP SLEEVES PRIOR TO MAKING THE PRESSURE TAP AND THE TAP SLEEVES PRIOR TO MAKING THE PRESSURE TAP AND THE SLEEVES PRIOR TO MAKING THE PRESSURE TAP AND THE SLEEVES PRIOR TO MAKING THE PRESSURE TAP AND THE PRIOR TO MAKING THE PRESSURE TAP AND THE PRIOR TO MAKING THE PRESSURE TAP AND THE TO MAKING THE PRESSURE TAP AND THE TO MAKING THE PRESSURE TAP AND THE MAKING THE PRESSURE TAP AND THE MAKING THE PRESSURE TAP AND THE THE PRESSURE TAP AND THE THE PRESSURE TAP AND THE PRESSURE TAP AND THE PRESSURE TAP AND THE TAP AND THE TAP AND THE AND THE AND THE THE THE USE OF PRECAST BLOCKS MAY BE USED TO HOLD THE TAP IN ITS CORRECT OF PRECAST BLOCKS MAY BE USED TO HOLD THE TAP IN ITS CORRECT OF PRECAST BLOCKS MAY BE USED TO HOLD THE TAP IN ITS CORRECT PRECAST BLOCKS MAY BE USED TO HOLD THE TAP IN ITS CORRECT PRECAST BLOCKS MAY BE USED TO HOLD THE TAP IN ITS CORRECT BLOCKS MAY BE USED TO HOLD THE TAP IN ITS CORRECT BLOCKS MAY BE USED TO HOLD THE TAP IN ITS CORRECT MAY BE USED TO HOLD THE TAP IN ITS CORRECT MAY BE USED TO HOLD THE TAP IN ITS CORRECT BE USED TO HOLD THE TAP IN ITS CORRECT BE USED TO HOLD THE TAP IN ITS CORRECT USED TO HOLD THE TAP IN ITS CORRECT USED TO HOLD THE TAP IN ITS CORRECT TO HOLD THE TAP IN ITS CORRECT TO HOLD THE TAP IN ITS CORRECT HOLD THE TAP IN ITS CORRECT HOLD THE TAP IN ITS CORRECT THE TAP IN ITS CORRECT THE TAP IN ITS CORRECT TAP IN ITS CORRECT TAP IN ITS CORRECT IN ITS CORRECT IN ITS CORRECT ITS CORRECT ITS CORRECT CORRECT CORRECT POSITION PRIOR TO BLOCKING. THE BLOCKING BEHIND AND UNDER THE TAP SHALL PRIOR TO BLOCKING. THE BLOCKING BEHIND AND UNDER THE TAP SHALL PRIOR TO BLOCKING. THE BLOCKING BEHIND AND UNDER THE TAP SHALL TO BLOCKING. THE BLOCKING BEHIND AND UNDER THE TAP SHALL TO BLOCKING. THE BLOCKING BEHIND AND UNDER THE TAP SHALL BLOCKING. THE BLOCKING BEHIND AND UNDER THE TAP SHALL BLOCKING. THE BLOCKING BEHIND AND UNDER THE TAP SHALL THE BLOCKING BEHIND AND UNDER THE TAP SHALL THE BLOCKING BEHIND AND UNDER THE TAP SHALL BLOCKING BEHIND AND UNDER THE TAP SHALL BLOCKING BEHIND AND UNDER THE TAP SHALL BEHIND AND UNDER THE TAP SHALL BEHIND AND UNDER THE TAP SHALL AND UNDER THE TAP SHALL AND UNDER THE TAP SHALL UNDER THE TAP SHALL UNDER THE TAP SHALL THE TAP SHALL THE TAP SHALL TAP SHALL TAP SHALL SHALL SHALL HAVE A MINIMUM OF 24 HOURS CURING TIME BEFORE THE VALVE CAN BE A MINIMUM OF 24 HOURS CURING TIME BEFORE THE VALVE CAN BE A MINIMUM OF 24 HOURS CURING TIME BEFORE THE VALVE CAN BE MINIMUM OF 24 HOURS CURING TIME BEFORE THE VALVE CAN BE MINIMUM OF 24 HOURS CURING TIME BEFORE THE VALVE CAN BE OF 24 HOURS CURING TIME BEFORE THE VALVE CAN BE OF 24 HOURS CURING TIME BEFORE THE VALVE CAN BE 24 HOURS CURING TIME BEFORE THE VALVE CAN BE 24 HOURS CURING TIME BEFORE THE VALVE CAN BE HOURS CURING TIME BEFORE THE VALVE CAN BE HOURS CURING TIME BEFORE THE VALVE CAN BE CURING TIME BEFORE THE VALVE CAN BE CURING TIME BEFORE THE VALVE CAN BE TIME BEFORE THE VALVE CAN BE TIME BEFORE THE VALVE CAN BE BEFORE THE VALVE CAN BE BEFORE THE VALVE CAN BE THE VALVE CAN BE THE VALVE CAN BE VALVE CAN BE VALVE CAN BE CAN BE CAN BE BE BE RE-OPENED FOR SERVICE FROM THAT TAP. 10. THRUST RESTRAINT SHALL BE IN ACCORDANCE WITH CITY STANDARD THRUST RESTRAINT SHALL BE IN ACCORDANCE WITH CITY STANDARD RESTRAINT SHALL BE IN ACCORDANCE WITH CITY STANDARD RESTRAINT SHALL BE IN ACCORDANCE WITH CITY STANDARD SHALL BE IN ACCORDANCE WITH CITY STANDARD SHALL BE IN ACCORDANCE WITH CITY STANDARD BE IN ACCORDANCE WITH CITY STANDARD BE IN ACCORDANCE WITH CITY STANDARD IN ACCORDANCE WITH CITY STANDARD IN ACCORDANCE WITH CITY STANDARD ACCORDANCE WITH CITY STANDARD ACCORDANCE WITH CITY STANDARD WITH CITY STANDARD WITH CITY STANDARD CITY STANDARD CITY STANDARD STANDARD STANDARD SPECIFICATION ITEM 510.3 (22). 11. ALL BRANCH CONNECTIONS SHALL HAVE THE VALVE BOLTED TO THE MAIN BY ALL BRANCH CONNECTIONS SHALL HAVE THE VALVE BOLTED TO THE MAIN BY BRANCH CONNECTIONS SHALL HAVE THE VALVE BOLTED TO THE MAIN BY BRANCH CONNECTIONS SHALL HAVE THE VALVE BOLTED TO THE MAIN BY CONNECTIONS SHALL HAVE THE VALVE BOLTED TO THE MAIN BY CONNECTIONS SHALL HAVE THE VALVE BOLTED TO THE MAIN BY SHALL HAVE THE VALVE BOLTED TO THE MAIN BY SHALL HAVE THE VALVE BOLTED TO THE MAIN BY HAVE THE VALVE BOLTED TO THE MAIN BY HAVE THE VALVE BOLTED TO THE MAIN BY THE VALVE BOLTED TO THE MAIN BY THE VALVE BOLTED TO THE MAIN BY VALVE BOLTED TO THE MAIN BY VALVE BOLTED TO THE MAIN BY BOLTED TO THE MAIN BY BOLTED TO THE MAIN BY TO THE MAIN BY TO THE MAIN BY THE MAIN BY THE MAIN BY MAIN BY MAIN BY BY BY METHODS OF FLANGE OR SWIVEL TEES. FOSTER ADAPTORS MAY BE USED IN LIEU OF FLANGE OR SWIVEL TEES. FOSTER ADAPTORS MAY BE USED IN LIEU OF FLANGE OR SWIVEL TEES. FOSTER ADAPTORS MAY BE USED IN LIEU FLANGE OR SWIVEL TEES. FOSTER ADAPTORS MAY BE USED IN LIEU FLANGE OR SWIVEL TEES. FOSTER ADAPTORS MAY BE USED IN LIEU OR SWIVEL TEES. FOSTER ADAPTORS MAY BE USED IN LIEU OR SWIVEL TEES. FOSTER ADAPTORS MAY BE USED IN LIEU SWIVEL TEES. FOSTER ADAPTORS MAY BE USED IN LIEU SWIVEL TEES. FOSTER ADAPTORS MAY BE USED IN LIEU TEES. FOSTER ADAPTORS MAY BE USED IN LIEU TEES. FOSTER ADAPTORS MAY BE USED IN LIEU FOSTER ADAPTORS MAY BE USED IN LIEU FOSTER ADAPTORS MAY BE USED IN LIEU FOSTER ADAPTORS MAY BE USED IN LIEU ADAPTORS MAY BE USED IN LIEU ADAPTORS MAY BE USED IN LIEU MAY BE USED IN LIEU MAY BE USED IN LIEU BE USED IN LIEU BE USED IN LIEU USED IN LIEU USED IN LIEU IN LIEU IN LIEU LIEU LIEU OF FLANGE OR SWIVEL TEES WHEN CALLED OUT ON THE PLANS BY THE DESIGN FLANGE OR SWIVEL TEES WHEN CALLED OUT ON THE PLANS BY THE DESIGN FLANGE OR SWIVEL TEES WHEN CALLED OUT ON THE PLANS BY THE DESIGN OR SWIVEL TEES WHEN CALLED OUT ON THE PLANS BY THE DESIGN OR SWIVEL TEES WHEN CALLED OUT ON THE PLANS BY THE DESIGN SWIVEL TEES WHEN CALLED OUT ON THE PLANS BY THE DESIGN SWIVEL TEES WHEN CALLED OUT ON THE PLANS BY THE DESIGN TEES WHEN CALLED OUT ON THE PLANS BY THE DESIGN TEES WHEN CALLED OUT ON THE PLANS BY THE DESIGN WHEN CALLED OUT ON THE PLANS BY THE DESIGN WHEN CALLED OUT ON THE PLANS BY THE DESIGN CALLED OUT ON THE PLANS BY THE DESIGN CALLED OUT ON THE PLANS BY THE DESIGN OUT ON THE PLANS BY THE DESIGN OUT ON THE PLANS BY THE DESIGN ON THE PLANS BY THE DESIGN ON THE PLANS BY THE DESIGN THE PLANS BY THE DESIGN THE PLANS BY THE DESIGN PLANS BY THE DESIGN PLANS BY THE DESIGN BY THE DESIGN BY THE DESIGN THE DESIGN THE DESIGN DESIGN DESIGN ENGINEER. 12. A). FIRE HYDRANTS SHALL BE SET IN ACCORDANCE WITH CITY STANDARD A). FIRE HYDRANTS SHALL BE SET IN ACCORDANCE WITH CITY STANDARD FIRE HYDRANTS SHALL BE SET IN ACCORDANCE WITH CITY STANDARD FIRE HYDRANTS SHALL BE SET IN ACCORDANCE WITH CITY STANDARD HYDRANTS SHALL BE SET IN ACCORDANCE WITH CITY STANDARD HYDRANTS SHALL BE SET IN ACCORDANCE WITH CITY STANDARD SHALL BE SET IN ACCORDANCE WITH CITY STANDARD SHALL BE SET IN ACCORDANCE WITH CITY STANDARD BE SET IN ACCORDANCE WITH CITY STANDARD BE SET IN ACCORDANCE WITH CITY STANDARD SET IN ACCORDANCE WITH CITY STANDARD SET IN ACCORDANCE WITH CITY STANDARD IN ACCORDANCE WITH CITY STANDARD IN ACCORDANCE WITH CITY STANDARD ACCORDANCE WITH CITY STANDARD ACCORDANCE WITH CITY STANDARD WITH CITY STANDARD WITH CITY STANDARD CITY STANDARD CITY STANDARD STANDARD STANDARD SPECIFICATION ITEM 511S.4 B). FIRE HYDRANTS SHALL BE PAINTED FLYNT ITEM 511S.4 B). FIRE HYDRANTS SHALL BE PAINTED FLYNT ITEM 511S.4 B). FIRE HYDRANTS SHALL BE PAINTED FLYNT 511S.4 B). FIRE HYDRANTS SHALL BE PAINTED FLYNT 511S.4 B). FIRE HYDRANTS SHALL BE PAINTED FLYNT B). FIRE HYDRANTS SHALL BE PAINTED FLYNT B). FIRE HYDRANTS SHALL BE PAINTED FLYNT FIRE HYDRANTS SHALL BE PAINTED FLYNT FIRE HYDRANTS SHALL BE PAINTED FLYNT HYDRANTS SHALL BE PAINTED FLYNT HYDRANTS SHALL BE PAINTED FLYNT SHALL BE PAINTED FLYNT SHALL BE PAINTED FLYNT BE PAINTED FLYNT BE PAINTED FLYNT PAINTED FLYNT PAINTED FLYNT FLYNT FLYNT ALUMINUM OR EQUAL. 13. WATER LINE TESTING AND STERILIZATION SHALL BE PERFORMED IN WATER LINE TESTING AND STERILIZATION SHALL BE PERFORMED IN LINE TESTING AND STERILIZATION SHALL BE PERFORMED IN LINE TESTING AND STERILIZATION SHALL BE PERFORMED IN TESTING AND STERILIZATION SHALL BE PERFORMED IN TESTING AND STERILIZATION SHALL BE PERFORMED IN AND STERILIZATION SHALL BE PERFORMED IN AND STERILIZATION SHALL BE PERFORMED IN STERILIZATION SHALL BE PERFORMED IN STERILIZATION SHALL BE PERFORMED IN SHALL BE PERFORMED IN SHALL BE PERFORMED IN BE PERFORMED IN BE PERFORMED IN PERFORMED IN PERFORMED IN IN IN ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEMS 510.3 (27)-(29). FORCE WITH CITY STANDARD SPECIFICATION ITEMS 510.3 (27)-(29). FORCE WITH CITY STANDARD SPECIFICATION ITEMS 510.3 (27)-(29). FORCE CITY STANDARD SPECIFICATION ITEMS 510.3 (27)-(29). FORCE CITY STANDARD SPECIFICATION ITEMS 510.3 (27)-(29). FORCE STANDARD SPECIFICATION ITEMS 510.3 (27)-(29). FORCE STANDARD SPECIFICATION ITEMS 510.3 (27)-(29). FORCE SPECIFICATION ITEMS 510.3 (27)-(29). FORCE SPECIFICATION ITEMS 510.3 (27)-(29). FORCE ITEMS 510.3 (27)-(29). FORCE ITEMS 510.3 (27)-(29). FORCE 510.3 (27)-(29). FORCE 510.3 (27)-(29). FORCE (27)-(29). FORCE (27)-(29). FORCE FORCE FORCE MAIN PRESSURE TESTING SHALL BE CONDUCTED AND FALL UNDER THE PRESSURE TESTING SHALL BE CONDUCTED AND FALL UNDER THE PRESSURE TESTING SHALL BE CONDUCTED AND FALL UNDER THE TESTING SHALL BE CONDUCTED AND FALL UNDER THE TESTING SHALL BE CONDUCTED AND FALL UNDER THE SHALL BE CONDUCTED AND FALL UNDER THE SHALL BE CONDUCTED AND FALL UNDER THE BE CONDUCTED AND FALL UNDER THE BE CONDUCTED AND FALL UNDER THE CONDUCTED AND FALL UNDER THE CONDUCTED AND FALL UNDER THE AND FALL UNDER THE AND FALL UNDER THE FALL UNDER THE FALL UNDER THE UNDER THE UNDER THE THE THE SPECIFICATIONS AS WATER LINES (PRESSURE PIPE) OR AT THE PRESSURES SHOWN AS WATER LINES (PRESSURE PIPE) OR AT THE PRESSURES SHOWN AS WATER LINES (PRESSURE PIPE) OR AT THE PRESSURES SHOWN WATER LINES (PRESSURE PIPE) OR AT THE PRESSURES SHOWN WATER LINES (PRESSURE PIPE) OR AT THE PRESSURES SHOWN LINES (PRESSURE PIPE) OR AT THE PRESSURES SHOWN LINES (PRESSURE PIPE) OR AT THE PRESSURES SHOWN (PRESSURE PIPE) OR AT THE PRESSURES SHOWN (PRESSURE PIPE) OR AT THE PRESSURES SHOWN PIPE) OR AT THE PRESSURES SHOWN PIPE) OR AT THE PRESSURES SHOWN OR AT THE PRESSURES SHOWN OR AT THE PRESSURES SHOWN AT THE PRESSURES SHOWN AT THE PRESSURES SHOWN THE PRESSURES SHOWN THE PRESSURES SHOWN PRESSURES SHOWN PRESSURES SHOWN SHOWN SHOWN ON THE APPROVED PLANS. 14. ALL MATERIAL USED ON THIS PROJECT MUST BE LISTED ON THE STANDARD ALL MATERIAL USED ON THIS PROJECT MUST BE LISTED ON THE STANDARD MATERIAL USED ON THIS PROJECT MUST BE LISTED ON THE STANDARD MATERIAL USED ON THIS PROJECT MUST BE LISTED ON THE STANDARD USED ON THIS PROJECT MUST BE LISTED ON THE STANDARD USED ON THIS PROJECT MUST BE LISTED ON THE STANDARD ON THIS PROJECT MUST BE LISTED ON THE STANDARD ON THIS PROJECT MUST BE LISTED ON THE STANDARD THIS PROJECT MUST BE LISTED ON THE STANDARD THIS PROJECT MUST BE LISTED ON THE STANDARD PROJECT MUST BE LISTED ON THE STANDARD PROJECT MUST BE LISTED ON THE STANDARD MUST BE LISTED ON THE STANDARD MUST BE LISTED ON THE STANDARD BE LISTED ON THE STANDARD BE LISTED ON THE STANDARD LISTED ON THE STANDARD LISTED ON THE STANDARD ON THE STANDARD ON THE STANDARD THE STANDARD THE STANDARD STANDARD STANDARD PRODUCTS LISTING. ANY MATERIAL NOT LISTED HAS TO GO THROUGH THE REVIEW LISTING. ANY MATERIAL NOT LISTED HAS TO GO THROUGH THE REVIEW LISTING. ANY MATERIAL NOT LISTED HAS TO GO THROUGH THE REVIEW ANY MATERIAL NOT LISTED HAS TO GO THROUGH THE REVIEW ANY MATERIAL NOT LISTED HAS TO GO THROUGH THE REVIEW ANY MATERIAL NOT LISTED HAS TO GO THROUGH THE REVIEW MATERIAL NOT LISTED HAS TO GO THROUGH THE REVIEW MATERIAL NOT LISTED HAS TO GO THROUGH THE REVIEW NOT LISTED HAS TO GO THROUGH THE REVIEW NOT LISTED HAS TO GO THROUGH THE REVIEW LISTED HAS TO GO THROUGH THE REVIEW LISTED HAS TO GO THROUGH THE REVIEW HAS TO GO THROUGH THE REVIEW HAS TO GO THROUGH THE REVIEW TO GO THROUGH THE REVIEW TO GO THROUGH THE REVIEW GO THROUGH THE REVIEW GO THROUGH THE REVIEW THROUGH THE REVIEW THROUGH THE REVIEW THE REVIEW THE REVIEW REVIEW REVIEW OF THE STANDARDS COMMITTEE FOR REVIEW AND APPROVAL PRIOR TO START OF THE STANDARDS COMMITTEE FOR REVIEW AND APPROVAL PRIOR TO START OF THE STANDARDS COMMITTEE FOR REVIEW AND APPROVAL PRIOR TO START OF STANDARDS COMMITTEE FOR REVIEW AND APPROVAL PRIOR TO START OF STANDARDS COMMITTEE FOR REVIEW AND APPROVAL PRIOR TO START OF COMMITTEE FOR REVIEW AND APPROVAL PRIOR TO START OF COMMITTEE FOR REVIEW AND APPROVAL PRIOR TO START OF FOR REVIEW AND APPROVAL PRIOR TO START OF FOR REVIEW AND APPROVAL PRIOR TO START OF REVIEW AND APPROVAL PRIOR TO START OF REVIEW AND APPROVAL PRIOR TO START OF AND APPROVAL PRIOR TO START OF AND APPROVAL PRIOR TO START OF APPROVAL PRIOR TO START OF APPROVAL PRIOR TO START OF PRIOR TO START OF PRIOR TO START OF TO START OF TO START OF START OF START OF OF OF PROJECT. TESTING AND EVALUATION OF PRODUCTS ARE REQUIRED BEFORE TESTING AND EVALUATION OF PRODUCTS ARE REQUIRED BEFORE TESTING AND EVALUATION OF PRODUCTS ARE REQUIRED BEFORE TESTING AND EVALUATION OF PRODUCTS ARE REQUIRED BEFORE AND EVALUATION OF PRODUCTS ARE REQUIRED BEFORE AND EVALUATION OF PRODUCTS ARE REQUIRED BEFORE EVALUATION OF PRODUCTS ARE REQUIRED BEFORE EVALUATION OF PRODUCTS ARE REQUIRED BEFORE OF PRODUCTS ARE REQUIRED BEFORE OF PRODUCTS ARE REQUIRED BEFORE PRODUCTS ARE REQUIRED BEFORE PRODUCTS ARE REQUIRED BEFORE ARE REQUIRED BEFORE ARE REQUIRED BEFORE REQUIRED BEFORE REQUIRED BEFORE BEFORE BEFORE APPROVAL WILL BE GIVEN ANY CONSIDERATION. 15.