Att J-13 Seed Project - Drawings Set.pdf

PDF 6 MB Posted

Attached to
FY25 Underground Utilities IDIQ Federal contract opportunity
Solicitation number
FA448424R0026
Issued by
Department of the Air Force Air Mobility Command

About this file

These are engineering and design drawings for a potable water system repair project at Joint Base McGuire-Dix-Lakehurst in New Jersey. The project involves repairing the potable water system for the General Purpose Aircraft Shop, Building 1817, with a specific focus on Task 1, which includes extending and installing new PVC water lines, replacing existing water infrastructure, installing a new water meter, and implementing various utility modifications. The drawings provide detailed site plans, utility legends, project vicinity maps, and comprehensive erosion and sediment control specifications, including guidelines for soil preparation, seeding, topsoil application, and construction sequencing. The technical specifications cover extensive details on soil compaction mitigation, temporary and permanent vegetation seeding, and erosion control measures, reflecting a comprehensive approach to infrastructure renovation and environmental management.

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Other files for this federal contract opportunity

Other files attached to FY25 Underground Utilities IDIQ, newest first.
File Type Posted
Att J-15 Underground Utilities Seed Project Questions 02.pdf PDF
Att J-14 Underground Utilities Seed Project Questions 01 Rev 01.pdf PDF
Solicitation Amendment FA448424R00260003 SF 30.pdf PDF
Att J-14 Underground Utilities IDIQ Seed Project Q and A 01.pdf PDF
Solicitation Amendment FA448424R00260002 SF 30.pdf PDF
Att C-2_Ordering Procedures Rev 01.pdf PDF
Solicitation Amendment FA448424R00260001 SF 30.pdf PDF
Solicitation Amendment FA448424R00260001 SF 30.pdf PDF
Solicitation Amendment FA448424R000260001 SF 30.pdf PDF
Underground Utilties Seed Project Sign In-Sheet.pdf PDF
Attch J-13 Seed Project - Repair Switchgear in Sub3 Area Reference Drawings.pdf PDF
Att J-1_Past Performance Letter and Questionnaire.docx DOCX document
Att J-3_Wage Determinations_Burlington and Ocean_Highway_3.14.25.pdf PDF
Att J-4_ Security Forces Appendix.pdf PDF
Att J-6_Anti-Terrorism Awareness Guide for Contractors.pdf PDF
Att J-5_ Medical Statement.pdf PDF
Att J-7_Section L and M.docx DOCX document
Att J-9_Seed Project Underground Utilities Drawing Set.pdf PDF
Att J-10_Seed Project Reference Drawings (B-1817).pdf PDF
Att J-11_Seed Project Statement of Work.pdf PDF
Solicitation - FA448424R0026.pdf PDF
Att C-1_Statement of Work.docx DOCX document
Att C-2_Ordering Procedures.pdf PDF
Att J-2_ Environmental Compliance Statement.pdf PDF
Att J-8_Seed Project Bid Schedule.pdf PDF
Att J-12_Seed Project Schedule of Material Submittals.pdf PDF
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AutoCAD SHX Text REPAIR POTABLE WATER SYSTEM, GENERAL PURPOSE AIRCRAFT SHOP, B1817 PTFL24-1007 JOINT BASE McGUIRE-DIX-LAKEHURST, NEW JERSEY

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AutoCAD SHX Text GENERAL NOTES: 1. COORDINATE WORK ON THESE DRAWINGS WITH THE SCOPE OF WORK. COORDINATE WORK ON THESE DRAWINGS WITH THE SCOPE OF WORK. 2. AS-BUILT DATA SHALL BE COLLECTED AS THE WORK IS INSTALLED AND SHALL BE SUBMITTED IN ACCORDANCE WITH THE SPECIFICATIONS. AS-BUILT DATA SHALL BE COLLECTED AS THE WORK IS INSTALLED AND SHALL BE SUBMITTED IN ACCORDANCE WITH THE SPECIFICATIONS. 3. ALL COMMERCIAL VEHICLES SHALL UTILIZE THE COMMERCIAL GATE FOR JOINT BASE McGUIRE-DIX-LAKEHURST EGRESS AND INGRESS. CONTRACTOR SHALL VERIFY GATE ENTRY PROCEDURES AND OPERATING HOURS WITH JBMDL SECURITY FORCES. ALL COMMERCIAL VEHICLES SHALL UTILIZE THE COMMERCIAL GATE FOR JOINT BASE McGUIRE-DIX-LAKEHURST EGRESS AND INGRESS. CONTRACTOR SHALL VERIFY GATE ENTRY PROCEDURES AND OPERATING HOURS WITH JBMDL SECURITY FORCES. 4. DIMENSIONS, QUANTITIES, AND CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR IN THE FIELD BEFORE STARTING WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE CONTRACTING OFFICE REPRESENTATIVE FOR DECISION BEFORE PROCEEDING WITH THE WORK OR DIMENSIONS, QUANTITIES, AND CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR IN THE FIELD BEFORE STARTING WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE CONTRACTING OFFICE REPRESENTATIVE FOR DECISION BEFORE PROCEEDING WITH THE WORK OR ORDER MATERIAL. ALL ELEVATIONS SHALL BE VERIFIED WITH THE VERTICAL CONTROL BENCH MARK BY THE CONTRACTOR. 5. IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS SECTION, THE CONTRACTOR SHALL SUBMIT DIGGING PERMIT APPLICATIONS AS REQUIRED, WHICH SPECIFICALLY IDENTIFY THE AREA(S) OF EXCAVATION, INCLUDING ACTUAL FIELD MARKOUT BY THE CONTRACTOR DELINEATING ALL MARKOUT AREAS. IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS SECTION, THE CONTRACTOR SHALL SUBMIT DIGGING PERMIT APPLICATIONS AS REQUIRED, WHICH SPECIFICALLY IDENTIFY THE AREA(S) OF EXCAVATION, INCLUDING ACTUAL FIELD MARKOUT BY THE CONTRACTOR DELINEATING ALL MARKOUT AREAS. SAID MARKOUT IS TO FOLLOW JBMDL PROCEDURES. 6. GRADE ALL CUT AND FILL AREAS TO A 3H:1V SLOPE OR FLATTER. SEE CONTRACT SPECIFICATIONS. GRADE ALL CUT AND FILL AREAS TO A 3H:1V SLOPE OR FLATTER. SEE CONTRACT SPECIFICATIONS. 7. ALL FINISH GRADING IS TO BE DONE SO AS TO ENSURE POSITIVE DRAINAGE AWAY FROM STRUCTURES. ALL FINISH GRADING IS TO BE DONE SO AS TO ENSURE POSITIVE DRAINAGE AWAY FROM STRUCTURES. 8. THE SEASONAL HIGH WATER TABLE EXISTS BELOW GRADE WITHIN THE PROJECT AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF SHORING AND DE-WATERING IN ACCORDANCE WITH THE SPECIFICATIONS. THE SEASONAL HIGH WATER TABLE EXISTS BELOW GRADE WITHIN THE PROJECT AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF SHORING AND DE-WATERING IN ACCORDANCE WITH THE SPECIFICATIONS. 9. ALL UTILITY TIE INS, SHUT DOWNS, AND/OR OUTAGES FOR EXISTING UTILITIES AND SERVICES SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 002213, AND PERFORMED ON WEEKENDS, EVENINGS, OR OFF PEAK HOURS AS DETERMINED BY THE CONTRACTING OFFICER ONLY UNLESS OTHERWISE ALL UTILITY TIE INS, SHUT DOWNS, AND/OR OUTAGES FOR EXISTING UTILITIES AND SERVICES SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 002213, AND PERFORMED ON WEEKENDS, EVENINGS, OR OFF PEAK HOURS AS DETERMINED BY THE CONTRACTING OFFICER ONLY UNLESS OTHERWISE COORDINATED PER SPECIFICATION SECTION 002213. 10. CONTRACTOR SHALL COORDINATE ALL TRADES AND VERIFY THAT ALL WORK IS PERFORMED TO ENSURE ALL CONSTRUCTION ELEMENTS ARE INSTALLED AND INTERFACE WITH ALL OTHER CONSTRUCTION ELEMENTS AND THAT NO INTERFERENCE OR CONFLICTS OCCUR. CONTRACTOR SHALL COORDINATE ALL TRADES AND VERIFY THAT ALL WORK IS PERFORMED TO ENSURE ALL CONSTRUCTION ELEMENTS ARE INSTALLED AND INTERFACE WITH ALL OTHER CONSTRUCTION ELEMENTS AND THAT NO INTERFERENCE OR CONFLICTS OCCUR. 11. EXISTING SITE PLANS MAY NOT BE COMPLETE OR ENTIRELY ACCURATE; NOT ALL UTILITIES ARE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL PERFORM A DETAILED FIELD INVESTIGATION TO DETERMINE THE EXISTING AS-BUILT CONDITIONS AND CONFIGURATION. THE LOCATION OF ALL EXISTING EXISTING SITE PLANS MAY NOT BE COMPLETE OR ENTIRELY ACCURATE; NOT ALL UTILITIES ARE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL PERFORM A DETAILED FIELD INVESTIGATION TO DETERMINE THE EXISTING AS-BUILT CONDITIONS AND CONFIGURATION. THE LOCATION OF ALL EXISTING UTILITIES AND APPURTENANCES SHALL BE CONSIDERED APPROXIMATE AND SHALL NOT BE RELIED UPON AS BEING EXACT OR COMPLETE. LOCATION OF ALL UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY WORK. 12. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK TO AVOID DAMAGING THE EXISTING UTILITIES AND/OR SITE FEATURES THAT ARE TO REMAIN. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND SITE FEATURES DESIGNATED TO REMAIN THROUGHOUT CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK TO AVOID DAMAGING THE EXISTING UTILITIES AND/OR SITE FEATURES THAT ARE TO REMAIN. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND SITE FEATURES DESIGNATED TO REMAIN THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL PAVEMENT THAT IS TO REMAIN AND EXISTING UTILITIES DESIGNATED TO REMAIN FROM ALL HEAVY EQUIPMENT. ANY DAMAGE CAUSED BY CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE AT NO COST TO THE GOVERNMENT. ANY DAMAGE BY THE CONTRACTOR SHALL BE REPORTED IMMEDIATELY AND SENT TO THE CONTRACTING OFFICER REPRESENTATIVE. AS DETERMINED BY THE CONTRACTING OFFICER REPRESENTATIVE, THE CONTRACTOR MAY BE ORDERED TO IMMEDIATELY REPAIR DAMAGE CAUSED BY THE CONTRACTOR. 13. CONTRACTOR SHALL REMOVE, HAUL, TRANSPORT AND DISPOSE OF ASPHALT AND ALL OTHER CONSTRUCTION DEBRIS OFF BASE AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL REMOVE, HAUL, TRANSPORT AND DISPOSE OF ASPHALT AND ALL OTHER CONSTRUCTION DEBRIS OFF BASE AT THE CONTRACTOR'S EXPENSE. 14. CONTRACTOR SHALL PROVIDE DETOUR PLAN FOR APPROVAL. CONTRACTOR SHALL PROVIDE DETOUR PLAN FOR APPROVAL. 15. CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AND ROAD SIGNAGE AROUND THE WORK SITE AND PROVIDE PROTECTION AGAINST WATER DAMAGE, SOIL MITIGATION, AND SOIL EROSION AS PER PROJECT CONTRACT DOCUMENTS, BURLINGTON COUNTY SOIL CONSERVATION CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AND ROAD SIGNAGE AROUND THE WORK SITE AND PROVIDE PROTECTION AGAINST WATER DAMAGE, SOIL MITIGATION, AND SOIL EROSION AS PER PROJECT CONTRACT DOCUMENTS, BURLINGTON COUNTY SOIL CONSERVATION DISTRICT, AND JDMDL REQUIREMENTS. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT NJDOT AND MUTCD STANDARDS AND SPECIFICATIONS. 16. ALL FINISH GRADING SHALL BE DONE SO AS TO ENSURE POSITIVE DRAINAGE AWAY FROM ROADWAY OR STRUCTURES. ALL FINISH GRADING SHALL BE DONE SO AS TO ENSURE POSITIVE DRAINAGE AWAY FROM ROADWAY OR STRUCTURES. 17. THE CONTRACTOR SHALL PROVIDE TOPSOIL FOR ALL DISTURBED AREAS. THE CONTRACTOR SHALL PROVIDE TOPSOIL FOR ALL DISTURBED AREAS. 18. THE CONTRACTOR SHALL HYDROSEED ALL NEW TOPSOIL AND DISTURBED AREAS. THE CONTRACTOR SHALL HYDROSEED ALL NEW TOPSOIL AND DISTURBED AREAS. 19. CONTRACTOR SHALL PROVIDE ALL MATERIALS NEEDED FOR A COMPLETE INSTALLATION. CONTRACTOR SHALL PROVIDE ALL MATERIALS NEEDED FOR A COMPLETE INSTALLATION. 20. PATCH ALL ROADS, SIDEWALKS, AND CURBS DAMAGED DURING CONSTRUCTION TO MATCH EXISTING. HORIZONTAL BORING IS NOT REQUIRED UNDER ALL ROADS AND DRIVEWAYS; PIPE SHALL BE INSTALLED VIA TRENCHING. REPAVE AREAS WHERE PAVEMENT IS DEMOLISHED FOR AVB INSTALLATION AND PATCH ALL ROADS, SIDEWALKS, AND CURBS DAMAGED DURING CONSTRUCTION TO MATCH EXISTING. HORIZONTAL BORING IS NOT REQUIRED UNDER ALL ROADS AND DRIVEWAYS; PIPE SHALL BE INSTALLED VIA TRENCHING. REPAVE AREAS WHERE PAVEMENT IS DEMOLISHED FOR AVB INSTALLATION AND REPAINT APPROPRIATE PAVEMENT MARKINGS TO MATCH THE PREVIOUS LAYOUT.

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U.S. AIR FORCE 787TH CIVIL ENGINEER SQUADRON JB-MDL, NEW JERSEY

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REPAIR POTABLE WATER SYSTEM, GENERAL PURPOSE AIRCRAFT SHOP, B1817

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PTFL24-1007

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TABLE OF CONTENTS

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TASK 1: REPAIR POTABLE WATER SYSTEM, GENERAL PURPOSE AIRCRAFT SHOP, B1817

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COMPOSITE UTILITY LEGEND

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BURLINGTON COUNTY SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 1

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BURLINGTON COUNTY SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 2

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PROJECT VICINITY MAP

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U.S. AIR FORCE 787TH CIVIL ENGINEER SQUADRON JB-MDL, NEW JERSEY

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REPAIR POTABLE WATER SYSTEM, GENERAL PURPOSE AIRCRAFT SHOP, B1817

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PTFL24-1007

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SHEET 2 OF 6

AutoCAD SHX Text McGUIRE AIR FORCE BASE PROJECT AREA

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TASK 1 AREA (SHEET C-1)

AutoCAD SHX Text VOLATILE ORGANIC COMPOUNDS PRESENT IN GROUNDWATER FROM FORMER FUEL AND SOLVENT RELEASES. DEPTH TO GROUNDWATER IS APPROXIMATELY 6-10 FT BELOW GROUND SURFACE.

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TASK 1: REPAIR POTABLE WATER SYSTEM, GENERAL PURPOSE AIRCRAFT SHOP, B1817

AutoCAD SHX Text NOTES: 1. ALL LENGTHS, SIZES, AND QUANTITIES LISTED ARE ESTIMATES ALL LENGTHS, SIZES, AND QUANTITIES LISTED ARE ESTIMATES AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR. 2. THIS SCHEDULE IS ONLY A PARTIAL SCHEDULE AND DOES NOT THIS SCHEDULE IS ONLY A PARTIAL SCHEDULE AND DOES NOT LIST ALL THE MATERIALS (I.E. TEES, FITTINGS, ETC.) NEEDED FOR A COMPLETE INSTALLATION. 3. CONTRACTOR SHALL PROVIDE ALL MATERIALS NEEDED FOR A CONTRACTOR SHALL PROVIDE ALL MATERIALS NEEDED FOR A COMPLETE INSTALLATION.

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U.S. AIR FORCE 787TH CIVIL ENGINEER SQUADRON JB-MDL, NEW JERSEY

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REPAIR POTABLE WATER SYSTEM, GENERAL PURPOSE AIRCRAFT SHOP, B1817

AutoCAD SHX Text 09-06-2024

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PTFL24-1007

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AutoCAD SHX Text CONNECT TO EXISTING WATER LINE INSIDE BUILDING MECHANICAL ROOM EXISTING WATER FIRE WATER LINE EXISTING WATER LINE PROPOSED TO BE REMOVED UNDER PTFL20-1008 PVC C-900 WATER LINE PROPOSED TO BE INSTALLED UNDER PTFL20-1008 GATE VALVE PROPOSED TO BE INSTALLED UNDER PTFL20-1008 REMOVE AND DISPOSE OF EXISTING WATER LINE NEW PVC C-900 TO BE INSTALLED UNDER CURRENT PROJECT NEW GATE VALVE TO BE INSTALLED UNDER CURRENT PROJECT

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PARTIAL SCHEDULE OF NEW WORK - TASK 1

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PIPE SIZE

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VALVES

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HYDRANTS

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SERVICE LINES

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PROPOSED WORK LEGEND

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8" LINE

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APPROXIMATE LOCATION B1817 FIRE SERVICE LINE (SEE REFERENCE DRAWINGS)

AutoCAD SHX Text BEGIN INSTALLATION AT NEW VALVE INSTALLED UNDER PTFL20-1008 (SEE REFERENCE DRAWINGS)

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AutoCAD SHX Text ALL NOTES ON SHEET T-1, C-5, AND SOW "GENERAL AND TECHNICAL REQUIREMENTS" APPLY TO THIS TASK. SEE SOW FOR TASKS 2-7. BASE BID - TASK 1: REPAIR POTABLE WATER SYSTEM, GENERAL PURPOSE AIRCRAFT SHOP, B1817 1. EXTEND THE 8” PVC C-900 MAIN INSTALLED UNDER PTFL20-1008 AND INSTALL A NEW PVC EXTEND THE 8” PVC C-900 MAIN INSTALLED UNDER PTFL20-1008 AND INSTALL A NEW PVC THE 8” PVC C-900 MAIN INSTALLED UNDER PTFL20-1008 AND INSTALL A NEW PVC THE 8” PVC C-900 MAIN INSTALLED UNDER PTFL20-1008 AND INSTALL A NEW PVC 8” PVC C-900 MAIN INSTALLED UNDER PTFL20-1008 AND INSTALL A NEW PVC 8” PVC C-900 MAIN INSTALLED UNDER PTFL20-1008 AND INSTALL A NEW PVC PVC C-900 MAIN INSTALLED UNDER PTFL20-1008 AND INSTALL A NEW PVC PVC C-900 MAIN INSTALLED UNDER PTFL20-1008 AND INSTALL A NEW PVC C-900 MAIN INSTALLED UNDER PTFL20-1008 AND INSTALL A NEW PVC C-900 MAIN INSTALLED UNDER PTFL20-1008 AND INSTALL A NEW PVC MAIN INSTALLED UNDER PTFL20-1008 AND INSTALL A NEW PVC MAIN INSTALLED UNDER PTFL20-1008 AND INSTALL A NEW PVC INSTALLED UNDER PTFL20-1008 AND INSTALL A NEW PVC INSTALLED UNDER PTFL20-1008 AND INSTALL A NEW PVC UNDER PTFL20-1008 AND INSTALL A NEW PVC UNDER PTFL20-1008 AND INSTALL A NEW PVC PTFL20-1008 AND INSTALL A NEW PVC PTFL20-1008 AND INSTALL A NEW PVC AND INSTALL A NEW PVC AND INSTALL A NEW PVC INSTALL A NEW PVC INSTALL A NEW PVC A NEW PVC A NEW PVC NEW PVC NEW PVC PVC PVC SCHEDULE 40 SERVICE LINE FOR BUILDING 1817 (SIZE TO MATCH EXISTING AND BE 40 SERVICE LINE FOR BUILDING 1817 (SIZE TO MATCH EXISTING AND BE 40 SERVICE LINE FOR BUILDING 1817 (SIZE TO MATCH EXISTING AND BE SERVICE LINE FOR BUILDING 1817 (SIZE TO MATCH EXISTING AND BE SERVICE LINE FOR BUILDING 1817 (SIZE TO MATCH EXISTING AND BE LINE FOR BUILDING 1817 (SIZE TO MATCH EXISTING AND BE LINE FOR BUILDING 1817 (SIZE TO MATCH EXISTING AND BE FOR BUILDING 1817 (SIZE TO MATCH EXISTING AND BE FOR BUILDING 1817 (SIZE TO MATCH EXISTING AND BE BUILDING 1817 (SIZE TO MATCH EXISTING AND BE BUILDING 1817 (SIZE TO MATCH EXISTING AND BE 1817 (SIZE TO MATCH EXISTING AND BE 1817 (SIZE TO MATCH EXISTING AND BE (SIZE TO MATCH EXISTING AND BE (SIZE TO MATCH EXISTING AND BE TO MATCH EXISTING AND BE TO MATCH EXISTING AND BE MATCH EXISTING AND BE MATCH EXISTING AND BE EXISTING AND BE EXISTING AND BE AND BE AND BE BE BE FIELD-VERIFIED BY CONTRACTOR). CONTRACTOR SHALL INSTALL A NEW GATE VALVE FOR THE BY CONTRACTOR). CONTRACTOR SHALL INSTALL A NEW GATE VALVE FOR THE BY CONTRACTOR). CONTRACTOR SHALL INSTALL A NEW GATE VALVE FOR THE CONTRACTOR). CONTRACTOR SHALL INSTALL A NEW GATE VALVE FOR THE CONTRACTOR). CONTRACTOR SHALL INSTALL A NEW GATE VALVE FOR THE CONTRACTOR SHALL INSTALL A NEW GATE VALVE FOR THE CONTRACTOR SHALL INSTALL A NEW GATE VALVE FOR THE SHALL INSTALL A NEW GATE VALVE FOR THE SHALL INSTALL A NEW GATE VALVE FOR THE INSTALL A NEW GATE VALVE FOR THE INSTALL A NEW GATE VALVE FOR THE A NEW GATE VALVE FOR THE A NEW GATE VALVE FOR THE NEW GATE VALVE FOR THE NEW GATE VALVE FOR THE GATE VALVE FOR THE GATE VALVE FOR THE VALVE FOR THE VALVE FOR THE FOR THE FOR THE THE THE B1817 SERVICE LINE OUTSIDE OF THE AIRFIELD FENCE. THE SERVICE LINE SHALL BE BROUGHT SERVICE LINE OUTSIDE OF THE AIRFIELD FENCE. THE SERVICE LINE SHALL BE BROUGHT SERVICE LINE OUTSIDE OF THE AIRFIELD FENCE. THE SERVICE LINE SHALL BE BROUGHT LINE OUTSIDE OF THE AIRFIELD FENCE. THE SERVICE LINE SHALL BE BROUGHT LINE OUTSIDE OF THE AIRFIELD FENCE. THE SERVICE LINE SHALL BE BROUGHT OUTSIDE OF THE AIRFIELD FENCE. THE SERVICE LINE SHALL BE BROUGHT OUTSIDE OF THE AIRFIELD FENCE. THE SERVICE LINE SHALL BE BROUGHT OF THE AIRFIELD FENCE. THE SERVICE LINE SHALL BE BROUGHT OF THE AIRFIELD FENCE. THE SERVICE LINE SHALL BE BROUGHT THE AIRFIELD FENCE. THE SERVICE LINE SHALL BE BROUGHT THE AIRFIELD FENCE. THE SERVICE LINE SHALL BE BROUGHT AIRFIELD FENCE. THE SERVICE LINE SHALL BE BROUGHT AIRFIELD FENCE. THE SERVICE LINE SHALL BE BROUGHT FENCE. THE SERVICE LINE SHALL BE BROUGHT FENCE. THE SERVICE LINE SHALL BE BROUGHT THE SERVICE LINE SHALL BE BROUGHT THE SERVICE LINE SHALL BE BROUGHT SERVICE LINE SHALL BE BROUGHT SERVICE LINE SHALL BE BROUGHT LINE SHALL BE BROUGHT LINE SHALL BE BROUGHT SHALL BE BROUGHT SHALL BE BROUGHT BE BROUGHT BE BROUGHT BROUGHT BROUGHT INTO THE MECHANICAL ROOM THEN CONNECTED INSIDE THE BUILDING. AT LOCATIONS WHERE NEW THE MECHANICAL ROOM THEN CONNECTED INSIDE THE BUILDING. AT LOCATIONS WHERE NEW THE MECHANICAL ROOM THEN CONNECTED INSIDE THE BUILDING. AT LOCATIONS WHERE NEW MECHANICAL ROOM THEN CONNECTED INSIDE THE BUILDING. AT LOCATIONS WHERE NEW MECHANICAL ROOM THEN CONNECTED INSIDE THE BUILDING. AT LOCATIONS WHERE NEW ROOM THEN CONNECTED INSIDE THE BUILDING. AT LOCATIONS WHERE NEW ROOM THEN CONNECTED INSIDE THE BUILDING. AT LOCATIONS WHERE NEW THEN CONNECTED INSIDE THE BUILDING. AT LOCATIONS WHERE NEW THEN CONNECTED INSIDE THE BUILDING. AT LOCATIONS WHERE NEW CONNECTED INSIDE THE BUILDING. AT LOCATIONS WHERE NEW CONNECTED INSIDE THE BUILDING. AT LOCATIONS WHERE NEW INSIDE THE BUILDING. AT LOCATIONS WHERE NEW INSIDE THE BUILDING. AT LOCATIONS WHERE NEW THE BUILDING. AT LOCATIONS WHERE NEW THE BUILDING. AT LOCATIONS WHERE NEW BUILDING. AT LOCATIONS WHERE NEW BUILDING. AT LOCATIONS WHERE NEW AT LOCATIONS WHERE NEW AT LOCATIONS WHERE NEW LOCATIONS WHERE NEW LOCATIONS WHERE NEW WHERE NEW WHERE NEW NEW NEW PENETRATIONS ARE REQUIRED, CONTRACTOR SHALL CORE DRILL THE OPENING AND INSTALL A ARE REQUIRED, CONTRACTOR SHALL CORE DRILL THE OPENING AND INSTALL A ARE REQUIRED, CONTRACTOR SHALL CORE DRILL THE OPENING AND INSTALL A REQUIRED, CONTRACTOR SHALL CORE DRILL THE OPENING AND INSTALL A REQUIRED, CONTRACTOR SHALL CORE DRILL THE OPENING AND INSTALL A CONTRACTOR SHALL CORE DRILL THE OPENING AND INSTALL A CONTRACTOR SHALL CORE DRILL THE OPENING AND INSTALL A SHALL CORE DRILL THE OPENING AND INSTALL A SHALL CORE DRILL THE OPENING AND INSTALL A CORE DRILL THE OPENING AND INSTALL A CORE DRILL THE OPENING AND INSTALL A DRILL THE OPENING AND INSTALL A DRILL THE OPENING AND INSTALL A THE OPENING AND INSTALL A THE OPENING AND INSTALL A OPENING AND INSTALL A OPENING AND INSTALL A AND INSTALL A AND INSTALL A INSTALL A INSTALL A A A SLEEVE PRIOR TO INSTALLING THE NEW SERVICE LINE. THE SPACE IN BETWEEN THE SLEEVE AND PRIOR TO INSTALLING THE NEW SERVICE LINE. THE SPACE IN BETWEEN THE SLEEVE AND PRIOR TO INSTALLING THE NEW SERVICE LINE. THE SPACE IN BETWEEN THE SLEEVE AND TO INSTALLING THE NEW SERVICE LINE. THE SPACE IN BETWEEN THE SLEEVE AND TO INSTALLING THE NEW SERVICE LINE. THE SPACE IN BETWEEN THE SLEEVE AND INSTALLING THE NEW SERVICE LINE. THE SPACE IN BETWEEN THE SLEEVE AND INSTALLING THE NEW SERVICE LINE. THE SPACE IN BETWEEN THE SLEEVE AND THE NEW SERVICE LINE. THE SPACE IN BETWEEN THE SLEEVE AND THE NEW SERVICE LINE. THE SPACE IN BETWEEN THE SLEEVE AND NEW SERVICE LINE. THE SPACE IN BETWEEN THE SLEEVE AND NEW SERVICE LINE. THE SPACE IN BETWEEN THE SLEEVE AND SERVICE LINE. THE SPACE IN BETWEEN THE SLEEVE AND SERVICE LINE. THE SPACE IN BETWEEN THE SLEEVE AND LINE. THE SPACE IN BETWEEN THE SLEEVE AND LINE. THE SPACE IN BETWEEN THE SLEEVE AND THE SPACE IN BETWEEN THE SLEEVE AND THE SPACE IN BETWEEN THE SLEEVE AND SPACE IN BETWEEN THE SLEEVE AND SPACE IN BETWEEN THE SLEEVE AND IN BETWEEN THE SLEEVE AND IN BETWEEN THE SLEEVE AND BETWEEN THE SLEEVE AND BETWEEN THE SLEEVE AND THE SLEEVE AND THE SLEEVE AND SLEEVE AND SLEEVE AND AND AND THE SERVICE LINE SHALL BE GROUTED AND WATERPROOFED. CONTRACTOR SHALL INSTALL A SERVICE LINE SHALL BE GROUTED AND WATERPROOFED. CONTRACTOR SHALL INSTALL A SERVICE LINE SHALL BE GROUTED AND WATERPROOFED. CONTRACTOR SHALL INSTALL A LINE SHALL BE GROUTED AND WATERPROOFED. CONTRACTOR SHALL INSTALL A LINE SHALL BE GROUTED AND WATERPROOFED. CONTRACTOR SHALL INSTALL A SHALL BE GROUTED AND WATERPROOFED. CONTRACTOR SHALL INSTALL A SHALL BE GROUTED AND WATERPROOFED. CONTRACTOR SHALL INSTALL A BE GROUTED AND WATERPROOFED. CONTRACTOR SHALL INSTALL A BE GROUTED AND WATERPROOFED. CONTRACTOR SHALL INSTALL A GROUTED AND WATERPROOFED. CONTRACTOR SHALL INSTALL A GROUTED AND WATERPROOFED. CONTRACTOR SHALL INSTALL A AND WATERPROOFED. CONTRACTOR SHALL INSTALL A AND WATERPROOFED. CONTRACTOR SHALL INSTALL A WATERPROOFED. CONTRACTOR SHALL INSTALL A WATERPROOFED. CONTRACTOR SHALL INSTALL A CONTRACTOR SHALL INSTALL A CONTRACTOR SHALL INSTALL A SHALL INSTALL A SHALL INSTALL A INSTALL A INSTALL A A A BALL VALVE INSIDE THE MECHANICAL ROOM AT A POINT WHERE SHOP PERSONNEL CAN EASILY VALVE INSIDE THE MECHANICAL ROOM AT A POINT WHERE SHOP PERSONNEL CAN EASILY VALVE INSIDE THE MECHANICAL ROOM AT A POINT WHERE SHOP PERSONNEL CAN EASILY INSIDE THE MECHANICAL ROOM AT A POINT WHERE SHOP PERSONNEL CAN EASILY INSIDE THE MECHANICAL ROOM AT A POINT WHERE SHOP PERSONNEL CAN EASILY THE MECHANICAL ROOM AT A POINT WHERE SHOP PERSONNEL CAN EASILY THE MECHANICAL ROOM AT A POINT WHERE SHOP PERSONNEL CAN EASILY MECHANICAL ROOM AT A POINT WHERE SHOP PERSONNEL CAN EASILY MECHANICAL ROOM AT A POINT WHERE SHOP PERSONNEL CAN EASILY ROOM AT A POINT WHERE SHOP PERSONNEL CAN EASILY ROOM AT A POINT WHERE SHOP PERSONNEL CAN EASILY AT A POINT WHERE SHOP PERSONNEL CAN EASILY AT A POINT WHERE SHOP PERSONNEL CAN EASILY A POINT WHERE SHOP PERSONNEL CAN EASILY A POINT WHERE SHOP PERSONNEL CAN EASILY POINT WHERE SHOP PERSONNEL CAN EASILY POINT WHERE SHOP PERSONNEL CAN EASILY WHERE SHOP PERSONNEL CAN EASILY WHERE SHOP PERSONNEL CAN EASILY SHOP PERSONNEL CAN EASILY SHOP PERSONNEL CAN EASILY PERSONNEL CAN EASILY PERSONNEL CAN EASILY CAN EASILY CAN EASILY EASILY EASILY ACCESS THE VALVE TO SHUT OFF WATER TO THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED THE VALVE TO SHUT OFF WATER TO THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED THE VALVE TO SHUT OFF WATER TO THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED VALVE TO SHUT OFF WATER TO THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED VALVE TO SHUT OFF WATER TO THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED TO SHUT OFF WATER TO THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED TO SHUT OFF WATER TO THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED SHUT OFF WATER TO THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED SHUT OFF WATER TO THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED OFF WATER TO THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED OFF WATER TO THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED WATER TO THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED WATER TO THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED TO THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED TO THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED THE BUILDING. ALL NEW PIPE SHALL BE INSTALLED BUILDING. ALL NEW PIPE SHALL BE INSTALLED BUILDING. ALL NEW PIPE SHALL BE INSTALLED ALL NEW PIPE SHALL BE INSTALLED ALL NEW PIPE SHALL BE INSTALLED NEW PIPE SHALL BE INSTALLED NEW PIPE SHALL BE INSTALLED PIPE SHALL BE INSTALLED PIPE SHALL BE INSTALLED SHALL BE INSTALLED SHALL BE INSTALLED BE INSTALLED BE INSTALLED INSTALLED INSTALLED WITH TRACER WIRE AND SURVEYED WITH GIS AS PART OF THE AS-BUILT DRAWINGS (REFER TO TRACER WIRE AND SURVEYED WITH GIS AS PART OF THE AS-BUILT DRAWINGS (REFER TO TRACER WIRE AND SURVEYED WITH GIS AS PART OF THE AS-BUILT DRAWINGS (REFER TO WIRE AND SURVEYED WITH GIS AS PART OF THE AS-BUILT DRAWINGS (REFER TO WIRE AND SURVEYED WITH GIS AS PART OF THE AS-BUILT DRAWINGS (REFER TO AND SURVEYED WITH GIS AS PART OF THE AS-BUILT DRAWINGS (REFER TO AND SURVEYED WITH GIS AS PART OF THE AS-BUILT DRAWINGS (REFER TO SURVEYED WITH GIS AS PART OF THE AS-BUILT DRAWINGS (REFER TO SURVEYED WITH GIS AS PART OF THE AS-BUILT DRAWINGS (REFER TO WITH GIS AS PART OF THE AS-BUILT DRAWINGS (REFER TO WITH GIS AS PART OF THE AS-BUILT DRAWINGS (REFER TO GIS AS PART OF THE AS-BUILT DRAWINGS (REFER TO GIS AS PART OF THE AS-BUILT DRAWINGS (REFER TO AS PART OF THE AS-BUILT DRAWINGS (REFER TO AS PART OF THE AS-BUILT DRAWINGS (REFER TO PART OF THE AS-BUILT DRAWINGS (REFER TO PART OF THE AS-BUILT DRAWINGS (REFER TO OF THE AS-BUILT DRAWINGS (REFER TO OF THE AS-BUILT DRAWINGS (REFER TO THE AS-BUILT DRAWINGS (REFER TO THE AS-BUILT DRAWINGS (REFER TO AS-BUILT DRAWINGS (REFER TO AS-BUILT DRAWINGS (REFER TO DRAWINGS (REFER TO DRAWINGS (REFER TO (REFER TO (REFER TO TO TO THE AS-BUILT DRAWING SPECIFICATIONS SECTION). CONTRACTOR SHALL PROVIDE TEMPORARY AS-BUILT DRAWING SPECIFICATIONS SECTION). CONTRACTOR SHALL PROVIDE TEMPORARY AS-BUILT DRAWING SPECIFICATIONS SECTION). CONTRACTOR SHALL PROVIDE TEMPORARY DRAWING SPECIFICATIONS SECTION). CONTRACTOR SHALL PROVIDE TEMPORARY DRAWING SPECIFICATIONS SECTION). CONTRACTOR SHALL PROVIDE TEMPORARY SPECIFICATIONS SECTION). CONTRACTOR SHALL PROVIDE TEMPORARY SPECIFICATIONS SECTION). CONTRACTOR SHALL PROVIDE TEMPORARY SECTION). CONTRACTOR SHALL PROVIDE TEMPORARY SECTION). CONTRACTOR SHALL PROVIDE TEMPORARY CONTRACTOR SHALL PROVIDE TEMPORARY CONTRACTOR SHALL PROVIDE TEMPORARY SHALL PROVIDE TEMPORARY SHALL PROVIDE TEMPORARY PROVIDE TEMPORARY PROVIDE TEMPORARY TEMPORARY TEMPORARY FENCING BEFORE STARTING EXCAVATION AND THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL BEFORE STARTING EXCAVATION AND THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL BEFORE STARTING EXCAVATION AND THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL STARTING EXCAVATION AND THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL STARTING EXCAVATION AND THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL EXCAVATION AND THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL EXCAVATION AND THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL AND THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL AND THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL CONSTRUCTION. CONTRACTOR SHALL CONSTRUCTION. CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL REINSTALL FENCING IN THE SAME CONDITION AS EXISTING. CONTRACTOR SHALL GRADE/SEED FENCING IN THE SAME CONDITION AS EXISTING. CONTRACTOR SHALL GRADE/SEED FENCING IN THE SAME CONDITION AS EXISTING. CONTRACTOR SHALL GRADE/SEED IN THE SAME CONDITION AS EXISTING. CONTRACTOR SHALL GRADE/SEED IN THE SAME CONDITION AS EXISTING. CONTRACTOR SHALL GRADE/SEED THE SAME CONDITION AS EXISTING. CONTRACTOR SHALL GRADE/SEED THE SAME CONDITION AS EXISTING. CONTRACTOR SHALL GRADE/SEED SAME CONDITION AS EXISTING. CONTRACTOR SHALL GRADE/SEED SAME CONDITION AS EXISTING. CONTRACTOR SHALL GRADE/SEED CONDITION AS EXISTING. CONTRACTOR SHALL GRADE/SEED CONDITION AS EXISTING. CONTRACTOR SHALL GRADE/SEED AS EXISTING. CONTRACTOR SHALL GRADE/SEED AS EXISTING. CONTRACTOR SHALL GRADE/SEED EXISTING. CONTRACTOR SHALL GRADE/SEED EXISTING. CONTRACTOR SHALL GRADE/SEED CONTRACTOR SHALL GRADE/SEED CONTRACTOR SHALL GRADE/SEED SHALL GRADE/SEED SHALL GRADE/SEED GRADE/SEED GRADE/SEED AREA TO RESTORE INITIAL CONDITIONS AND INSTALL PERMANENT FENCING. CONTRACTOR SHALL TO RESTORE INITIAL CONDITIONS AND INSTALL PERMANENT FENCING. CONTRACTOR SHALL TO RESTORE INITIAL CONDITIONS AND INSTALL PERMANENT FENCING. CONTRACTOR SHALL RESTORE INITIAL CONDITIONS AND INSTALL PERMANENT FENCING. CONTRACTOR SHALL RESTORE INITIAL CONDITIONS AND INSTALL PERMANENT FENCING. CONTRACTOR SHALL INITIAL CONDITIONS AND INSTALL PERMANENT FENCING. CONTRACTOR SHALL INITIAL CONDITIONS AND INSTALL PERMANENT FENCING. CONTRACTOR SHALL CONDITIONS AND INSTALL PERMANENT FENCING. CONTRACTOR SHALL CONDITIONS AND INSTALL PERMANENT FENCING. CONTRACTOR SHALL AND INSTALL PERMANENT FENCING. CONTRACTOR SHALL AND INSTALL PERMANENT FENCING. CONTRACTOR SHALL INSTALL PERMANENT FENCING. CONTRACTOR SHALL INSTALL PERMANENT FENCING. CONTRACTOR SHALL PERMANENT FENCING. CONTRACTOR SHALL PERMANENT FENCING. CONTRACTOR SHALL FENCING. CONTRACTOR SHALL FENCING. CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL COORDINATE FENCE REMOVAL WITH 787 CES, JBMDL SECURITY FORCES, AND AIRFIELD FENCE REMOVAL WITH 787 CES, JBMDL SECURITY FORCES, AND AIRFIELD FENCE REMOVAL WITH 787 CES, JBMDL SECURITY FORCES, AND AIRFIELD REMOVAL WITH 787 CES, JBMDL SECURITY FORCES, AND AIRFIELD REMOVAL WITH 787 CES, JBMDL SECURITY FORCES, AND AIRFIELD WITH 787 CES, JBMDL SECURITY FORCES, AND AIRFIELD WITH 787 CES, JBMDL SECURITY FORCES, AND AIRFIELD 787 CES, JBMDL SECURITY FORCES, AND AIRFIELD 787 CES, JBMDL SECURITY FORCES, AND AIRFIELD CES, JBMDL SECURITY FORCES, AND AIRFIELD CES, JBMDL SECURITY FORCES, AND AIRFIELD JBMDL SECURITY FORCES, AND AIRFIELD JBMDL SECURITY FORCES, AND AIRFIELD SECURITY FORCES, AND AIRFIELD SECURITY FORCES, AND AIRFIELD FORCES, AND AIRFIELD FORCES, AND AIRFIELD AND AIRFIELD AND AIRFIELD AIRFIELD AIRFIELD MANAGEMENT (BUILDING 1730, POC MR. KEITH TAYLOR) TO ENSURE PROPER SECURITY MEASURES (BUILDING 1730, POC MR. KEITH TAYLOR) TO ENSURE PROPER SECURITY MEASURES (BUILDING 1730, POC MR. KEITH TAYLOR) TO ENSURE PROPER SECURITY MEASURES 1730, POC MR. KEITH TAYLOR) TO ENSURE PROPER SECURITY MEASURES 1730, POC MR. KEITH TAYLOR) TO ENSURE PROPER SECURITY MEASURES POC MR. KEITH TAYLOR) TO ENSURE PROPER SECURITY MEASURES POC MR. KEITH TAYLOR) TO ENSURE PROPER SECURITY MEASURES MR. KEITH TAYLOR) TO ENSURE PROPER SECURITY MEASURES MR. KEITH TAYLOR) TO ENSURE PROPER SECURITY MEASURES KEITH TAYLOR) TO ENSURE PROPER SECURITY MEASURES KEITH TAYLOR) TO ENSURE PROPER SECURITY MEASURES TAYLOR) TO ENSURE PROPER SECURITY MEASURES TAYLOR) TO ENSURE PROPER SECURITY MEASURES TO ENSURE PROPER SECURITY MEASURES TO ENSURE PROPER SECURITY MEASURES ENSURE PROPER SECURITY MEASURES ENSURE PROPER SECURITY MEASURES PROPER SECURITY MEASURES PROPER SECURITY MEASURES SECURITY MEASURES SECURITY MEASURES MEASURES MEASURES ARE IN PLACE. WORKFORCE MANAGEMENT CAN ASSIST IN APPLYING FOR NECESSARY PERMITS IN PLACE. WORKFORCE MANAGEMENT CAN ASSIST IN APPLYING FOR NECESSARY PERMITS IN PLACE. WORKFORCE MANAGEMENT CAN ASSIST IN APPLYING FOR NECESSARY PERMITS PLACE. WORKFORCE MANAGEMENT CAN ASSIST IN APPLYING FOR NECESSARY PERMITS PLACE. WORKFORCE MANAGEMENT CAN ASSIST IN APPLYING FOR NECESSARY PERMITS WORKFORCE MANAGEMENT CAN ASSIST IN APPLYING FOR NECESSARY PERMITS WORKFORCE MANAGEMENT CAN ASSIST IN APPLYING FOR NECESSARY PERMITS MANAGEMENT CAN ASSIST IN APPLYING FOR NECESSARY PERMITS MANAGEMENT CAN ASSIST IN APPLYING FOR NECESSARY PERMITS CAN ASSIST IN APPLYING FOR NECESSARY PERMITS CAN ASSIST IN APPLYING FOR NECESSARY PERMITS ASSIST IN APPLYING FOR NECESSARY PERMITS ASSIST IN APPLYING FOR NECESSARY PERMITS IN APPLYING FOR NECESSARY PERMITS IN APPLYING FOR NECESSARY PERMITS APPLYING FOR NECESSARY PERMITS APPLYING FOR NECESSARY PERMITS FOR NECESSARY PERMITS FOR NECESSARY PERMITS NECESSARY PERMITS NECESSARY PERMITS PERMITS PERMITS AND/OR MARK-OUTS ON THE AIRFIELD. 2. iNSTALL A WATER METER AT BUILDING 1817. THE WATER METER SHALL BE SIZED TO MATCH THE iNSTALL A WATER METER AT BUILDING 1817. THE WATER METER SHALL BE SIZED TO MATCH THE A WATER METER AT BUILDING 1817. THE WATER METER SHALL BE SIZED TO MATCH THE A WATER METER AT BUILDING 1817. THE WATER METER SHALL BE SIZED TO MATCH THE WATER METER AT BUILDING 1817. THE WATER METER SHALL BE SIZED TO MATCH THE WATER METER AT BUILDING 1817. THE WATER METER SHALL BE SIZED TO MATCH THE METER AT BUILDING 1817. THE WATER METER SHALL BE SIZED TO MATCH THE METER AT BUILDING 1817. THE WATER METER SHALL BE SIZED TO MATCH THE AT BUILDING 1817. THE WATER METER SHALL BE SIZED TO MATCH THE AT BUILDING 1817. THE WATER METER SHALL BE SIZED TO MATCH THE BUILDING 1817. THE WATER METER SHALL BE SIZED TO MATCH THE BUILDING 1817. THE WATER METER SHALL BE SIZED TO MATCH THE 1817. THE WATER METER SHALL BE SIZED TO MATCH THE 1817. THE WATER METER SHALL BE SIZED TO MATCH THE THE WATER METER SHALL BE SIZED TO MATCH THE THE WATER METER SHALL BE SIZED TO MATCH THE WATER METER SHALL BE SIZED TO MATCH THE WATER METER SHALL BE SIZED TO MATCH THE METER SHALL BE SIZED TO MATCH THE METER SHALL BE SIZED TO MATCH THE SHALL BE SIZED TO MATCH THE SHALL BE SIZED TO MATCH THE BE SIZED TO MATCH THE BE SIZED TO MATCH THE SIZED TO MATCH THE SIZED TO MATCH THE TO MATCH THE TO MATCH THE MATCH THE MATCH THE THE THE EXISTING PIPE DIAMETER AND SHALL NOT IN ANY WAY JEOPARDIZE OR RESTRICT THE WATER PIPE DIAMETER AND SHALL NOT IN ANY WAY JEOPARDIZE OR RESTRICT THE WATER PIPE DIAMETER AND SHALL NOT IN ANY WAY JEOPARDIZE OR RESTRICT THE WATER DIAMETER AND SHALL NOT IN ANY WAY JEOPARDIZE OR RESTRICT THE WATER DIAMETER AND SHALL NOT IN ANY WAY JEOPARDIZE OR RESTRICT THE WATER AND SHALL NOT IN ANY WAY JEOPARDIZE OR RESTRICT THE WATER AND SHALL NOT IN ANY WAY JEOPARDIZE OR RESTRICT THE WATER SHALL NOT IN ANY WAY JEOPARDIZE OR RESTRICT THE WATER SHALL NOT IN ANY WAY JEOPARDIZE OR RESTRICT THE WATER NOT IN ANY WAY JEOPARDIZE OR RESTRICT THE WATER NOT IN ANY WAY JEOPARDIZE OR RESTRICT THE WATER IN ANY WAY JEOPARDIZE OR RESTRICT THE WATER IN ANY WAY JEOPARDIZE OR RESTRICT THE WATER ANY WAY JEOPARDIZE OR RESTRICT THE WATER ANY WAY JEOPARDIZE OR RESTRICT THE WATER WAY JEOPARDIZE OR RESTRICT THE WATER WAY JEOPARDIZE OR RESTRICT THE WATER JEOPARDIZE OR RESTRICT THE WATER JEOPARDIZE OR RESTRICT THE WATER OR RESTRICT THE WATER OR RESTRICT THE WATER RESTRICT THE WATER RESTRICT THE WATER THE WATER THE WATER WATER WATER SUPPLY FOR THE FACILITY. USE AWWA M6 AND AWWA M22 FOR WATER METER SELECTION AND FOR THE FACILITY. USE AWWA M6 AND AWWA M22 FOR WATER METER SELECTION AND FOR THE FACILITY. USE AWWA M6 AND AWWA M22 FOR WATER METER SELECTION AND THE FACILITY. USE AWWA M6 AND AWWA M22 FOR WATER METER SELECTION AND THE FACILITY. USE AWWA M6 AND AWWA M22 FOR WATER METER SELECTION AND FACILITY. USE AWWA M6 AND AWWA M22 FOR WATER METER SELECTION AND FACILITY. USE AWWA M6 AND AWWA M22 FOR WATER METER SELECTION AND USE AWWA M6 AND AWWA M22 FOR WATER METER SELECTION AND USE AWWA M6 AND AWWA M22 FOR WATER METER SELECTION AND AWWA M6 AND AWWA M22 FOR WATER METER SELECTION AND AWWA M6 AND AWWA M22 FOR WATER METER SELECTION AND M6 AND AWWA M22 FOR WATER METER SELECTION AND M6 AND AWWA M22 FOR WATER METER SELECTION AND AND AWWA M22 FOR WATER METER SELECTION AND AND AWWA M22 FOR WATER METER SELECTION AND AWWA M22 FOR WATER METER SELECTION AND AWWA M22 FOR WATER METER SELECTION AND M22 FOR WATER METER SELECTION AND M22 FOR WATER METER SELECTION AND FOR WATER METER SELECTION AND FOR WATER METER SELECTION AND WATER METER SELECTION AND WATER METER SELECTION AND METER SELECTION AND METER SELECTION AND SELECTION AND SELECTION AND AND AND SIZING. THE METER SHALL BE INSTALLED IN THE MECHANICAL ROOM OF THE FACILITY IT IS THE METER SHALL BE INSTALLED IN THE MECHANICAL ROOM OF THE FACILITY IT IS THE METER SHALL BE INSTALLED IN THE MECHANICAL ROOM OF THE FACILITY IT IS METER SHALL BE INSTALLED IN THE MECHANICAL ROOM OF THE FACILITY IT IS METER SHALL BE INSTALLED IN THE MECHANICAL ROOM OF THE FACILITY IT IS SHALL BE INSTALLED IN THE MECHANICAL ROOM OF THE FACILITY IT IS SHALL BE INSTALLED IN THE MECHANICAL ROOM OF THE FACILITY IT IS BE INSTALLED IN THE MECHANICAL ROOM OF THE FACILITY IT IS BE INSTALLED IN THE MECHANICAL ROOM OF THE FACILITY IT IS INSTALLED IN THE MECHANICAL ROOM OF THE FACILITY IT IS INSTALLED IN THE MECHANICAL ROOM OF THE FACILITY IT IS IN THE MECHANICAL ROOM OF THE FACILITY IT IS IN THE MECHANICAL ROOM OF THE FACILITY IT IS THE MECHANICAL ROOM OF THE FACILITY IT IS THE MECHANICAL ROOM OF THE FACILITY IT IS MECHANICAL ROOM OF THE FACILITY IT IS MECHANICAL ROOM OF THE FACILITY IT IS ROOM OF THE FACILITY IT IS ROOM OF THE FACILITY IT IS OF THE FACILITY IT IS OF THE FACILITY IT IS THE FACILITY IT IS THE FACILITY IT IS FACILITY IT IS FACILITY IT IS IT IS IT IS IS IS MEASURING, AS CLOSE TO THE DOMESTIC WATER SERVICE ENTRANCE AS POSSIBLE, AND NO AS CLOSE TO THE DOMESTIC WATER SERVICE ENTRANCE AS POSSIBLE, AND NO AS CLOSE TO THE DOMESTIC WATER SERVICE ENTRANCE AS POSSIBLE, AND NO CLOSE TO THE DOMESTIC WATER SERVICE ENTRANCE AS POSSIBLE, AND NO CLOSE TO THE DOMESTIC WATER SERVICE ENTRANCE AS POSSIBLE, AND NO TO THE DOMESTIC WATER SERVICE ENTRANCE AS POSSIBLE, AND NO TO THE DOMESTIC WATER SERVICE ENTRANCE AS POSSIBLE, AND NO THE DOMESTIC WATER SERVICE ENTRANCE AS POSSIBLE, AND NO THE DOMESTIC WATER SERVICE ENTRANCE AS POSSIBLE, AND NO DOMESTIC WATER SERVICE ENTRANCE AS POSSIBLE, AND NO DOMESTIC WATER SERVICE ENTRANCE AS POSSIBLE, AND NO WATER SERVICE ENTRANCE AS POSSIBLE, AND NO WATER SERVICE ENTRANCE AS POSSIBLE, AND NO SERVICE ENTRANCE AS POSSIBLE, AND NO SERVICE ENTRANCE AS POSSIBLE, AND NO ENTRANCE AS POSSIBLE, AND NO ENTRANCE AS POSSIBLE, AND NO AS POSSIBLE, AND NO AS POSSIBLE, AND NO POSSIBLE, AND NO POSSIBLE, AND NO AND NO AND NO NO NO GREATER THAN FOUR FEET ABOVE THE MECHANICAL ROOM FLOOR. THE METER INSTALLATION THAN FOUR FEET ABOVE THE MECHANICAL ROOM FLOOR. THE METER INSTALLATION THAN FOUR FEET ABOVE THE MECHANICAL ROOM FLOOR. THE METER INSTALLATION FOUR FEET ABOVE THE MECHANICAL ROOM FLOOR. THE METER INSTALLATION FOUR FEET ABOVE THE MECHANICAL ROOM FLOOR. THE METER INSTALLATION FEET ABOVE THE MECHANICAL ROOM FLOOR. THE METER INSTALLATION FEET ABOVE THE MECHANICAL ROOM FLOOR. THE METER INSTALLATION ABOVE THE MECHANICAL ROOM FLOOR. THE METER INSTALLATION ABOVE THE MECHANICAL ROOM FLOOR. THE METER INSTALLATION THE MECHANICAL ROOM FLOOR. THE METER INSTALLATION THE MECHANICAL ROOM FLOOR. THE METER INSTALLATION MECHANICAL ROOM FLOOR. THE METER INSTALLATION MECHANICAL ROOM FLOOR. THE METER INSTALLATION ROOM FLOOR. THE METER INSTALLATION ROOM FLOOR. THE METER INSTALLATION FLOOR. THE METER INSTALLATION FLOOR. THE METER INSTALLATION THE METER INSTALLATION THE METER INSTALLATION METER INSTALLATION METER INSTALLATION INSTALLATION INSTALLATION LOCATION SHALL BE SELECTED TO PREVENT UNNECESSARY BLOCKAGE OF WALKWAYS AND BE SHALL BE SELECTED TO PREVENT UNNECESSARY BLOCKAGE OF WALKWAYS AND BE SHALL BE SELECTED TO PREVENT UNNECESSARY BLOCKAGE OF WALKWAYS AND BE BE SELECTED TO PREVENT UNNECESSARY BLOCKAGE OF WALKWAYS AND BE BE SELECTED TO PREVENT UNNECESSARY BLOCKAGE OF WALKWAYS AND BE SELECTED TO PREVENT UNNECESSARY BLOCKAGE OF WALKWAYS AND BE SELECTED TO PREVENT UNNECESSARY BLOCKAGE OF WALKWAYS AND BE TO PREVENT UNNECESSARY BLOCKAGE OF WALKWAYS AND BE TO PREVENT UNNECESSARY BLOCKAGE OF WALKWAYS AND BE PREVENT UNNECESSARY BLOCKAGE OF WALKWAYS AND BE PREVENT UNNECESSARY BLOCKAGE OF WALKWAYS AND BE UNNECESSARY BLOCKAGE OF WALKWAYS AND BE UNNECESSARY BLOCKAGE OF WALKWAYS AND BE BLOCKAGE OF WALKWAYS AND BE BLOCKAGE OF WALKWAYS AND BE OF WALKWAYS AND BE OF WALKWAYS AND BE WALKWAYS AND BE WALKWAYS AND BE AND BE AND BE BE BE EASILY ACCESSIBLE FOR MANUAL READING, MAINTENANCE, AND REPAIR. LOCATE METERS AFTER ACCESSIBLE FOR MANUAL READING, MAINTENANCE, AND REPAIR. LOCATE METERS AFTER ACCESSIBLE FOR MANUAL READING, MAINTENANCE, AND REPAIR. LOCATE METERS AFTER FOR MANUAL READING, MAINTENANCE, AND REPAIR. LOCATE METERS AFTER FOR MANUAL READING, MAINTENANCE, AND REPAIR. LOCATE METERS AFTER MANUAL READING, MAINTENANCE, AND REPAIR. LOCATE METERS AFTER MANUAL READING, MAINTENANCE, AND REPAIR. LOCATE METERS AFTER READING, MAINTENANCE, AND REPAIR. LOCATE METERS AFTER READING, MAINTENANCE, AND REPAIR. LOCATE METERS AFTER MAINTENANCE, AND REPAIR. LOCATE METERS AFTER MAINTENANCE, AND REPAIR. LOCATE METERS AFTER AND REPAIR. LOCATE METERS AFTER AND REPAIR. LOCATE METERS AFTER REPAIR. LOCATE METERS AFTER REPAIR. LOCATE METERS AFTER LOCATE METERS AFTER LOCATE METERS AFTER METERS AFTER METERS AFTER AFTER AFTER THE FIRE SERVICE CONNECTION SO THAT ONLY NON-FIRE BUILDING FLOW IS MEASURED. THE FIRE SERVICE CONNECTION SO THAT ONLY NON-FIRE BUILDING FLOW IS MEASURED. THE FIRE SERVICE CONNECTION SO THAT ONLY NON-FIRE BUILDING FLOW IS MEASURED. THE SERVICE CONNECTION SO THAT ONLY NON-FIRE BUILDING FLOW IS MEASURED. THE SERVICE CONNECTION SO THAT ONLY NON-FIRE BUILDING FLOW IS MEASURED. THE CONNECTION SO THAT ONLY NON-FIRE BUILDING FLOW IS MEASURED. THE CONNECTION SO THAT ONLY NON-FIRE BUILDING FLOW IS MEASURED. THE SO THAT ONLY NON-FIRE BUILDING FLOW IS MEASURED. THE SO THAT ONLY NON-FIRE BUILDING FLOW IS MEASURED. THE THAT ONLY NON-FIRE BUILDING FLOW IS MEASURED. THE THAT ONLY NON-FIRE BUILDING FLOW IS MEASURED. THE ONLY NON-FIRE BUILDING FLOW IS MEASURED. THE ONLY NON-FIRE BUILDING FLOW IS MEASURED. THE NON-FIRE BUILDING FLOW IS MEASURED. THE NON-FIRE BUILDING FLOW IS MEASURED. THE BUILDING FLOW IS MEASURED. THE BUILDING FLOW IS MEASURED. THE FLOW IS MEASURED. THE FLOW IS MEASURED. THE IS MEASURED. THE IS MEASURED. THE MEASURED. THE MEASURED. THE THE THE METER SHALL BE PROPERLY SUPPORTED FROM UNDERNEATH. THE METER SUPPORTS SHALL BE SHALL BE PROPERLY SUPPORTED FROM UNDERNEATH. THE METER SUPPORTS SHALL BE SHALL BE PROPERLY SUPPORTED FROM UNDERNEATH. THE METER SUPPORTS SHALL BE BE PROPERLY SUPPORTED FROM UNDERNEATH. THE METER SUPPORTS SHALL BE BE PROPERLY SUPPORTED FROM UNDERNEATH. THE METER SUPPORTS SHALL BE PROPERLY SUPPORTED FROM UNDERNEATH. THE METER SUPPORTS SHALL BE PROPERLY SUPPORTED FROM UNDERNEATH. THE METER SUPPORTS SHALL BE SUPPORTED FROM UNDERNEATH. THE METER SUPPORTS SHALL BE SUPPORTED FROM UNDERNEATH. THE METER SUPPORTS SHALL BE FROM UNDERNEATH. THE METER SUPPORTS SHALL BE FROM UNDERNEATH. THE METER SUPPORTS SHALL BE UNDERNEATH. THE METER SUPPORTS SHALL BE UNDERNEATH. THE METER SUPPORTS SHALL BE THE METER SUPPORTS SHALL BE THE METER SUPPORTS SHALL BE METER SUPPORTS SHALL BE METER SUPPORTS SHALL BE SUPPORTS SHALL BE SUPPORTS SHALL BE SHALL BE SHALL BE BE BE INSTALLED AS PER METER MANUFACTURER'S RECOMMENDATION AND ATTACHED TO THE WALL OR AS PER METER MANUFACTURER'S RECOMMENDATION AND ATTACHED TO THE WALL OR AS PER METER MANUFACTURER'S RECOMMENDATION AND ATTACHED TO THE WALL OR PER METER MANUFACTURER'S RECOMMENDATION AND ATTACHED TO THE WALL OR PER METER MANUFACTURER'S RECOMMENDATION AND ATTACHED TO THE WALL OR METER MANUFACTURER'S RECOMMENDATION AND ATTACHED TO THE WALL OR METER MANUFACTURER'S RECOMMENDATION AND ATTACHED TO THE WALL OR MANUFACTURER'S RECOMMENDATION AND ATTACHED TO THE WALL OR MANUFACTURER'S RECOMMENDATION AND ATTACHED TO THE WALL OR RECOMMENDATION AND ATTACHED TO THE WALL OR RECOMMENDATION AND ATTACHED TO THE WALL OR AND ATTACHED TO THE WALL OR AND ATTACHED TO THE WALL OR ATTACHED TO THE WALL OR ATTACHED TO THE WALL OR TO THE WALL OR TO THE WALL OR THE WALL OR THE WALL OR WALL OR WALL OR OR OR FLOOR SURFACE. ALL NEW PIPING AND FITTINGS SHALL COMPLY WITH NSF STANDARD 61 FOR SURFACE. ALL NEW PIPING AND FITTINGS SHALL COMPLY WITH NSF STANDARD 61 FOR SURFACE. ALL NEW PIPING AND FITTINGS SHALL COMPLY WITH NSF STANDARD 61 FOR ALL NEW PIPING AND FITTINGS SHALL COMPLY WITH NSF STANDARD 61 FOR ALL NEW PIPING AND FITTINGS SHALL COMPLY WITH NSF STANDARD 61 FOR NEW PIPING AND FITTINGS SHALL COMPLY WITH NSF STANDARD 61 FOR NEW PIPING AND FITTINGS SHALL COMPLY WITH NSF STANDARD 61 FOR PIPING AND FITTINGS SHALL COMPLY WITH NSF STANDARD 61 FOR PIPING AND FITTINGS SHALL COMPLY WITH NSF STANDARD 61 FOR AND FITTINGS SHALL COMPLY WITH NSF STANDARD 61 FOR AND FITTINGS SHALL COMPLY WITH NSF STANDARD 61 FOR FITTINGS SHALL COMPLY WITH NSF STANDARD 61 FOR FITTINGS SHALL COMPLY WITH NSF STANDARD 61 FOR SHALL COMPLY WITH NSF STANDARD 61 FOR SHALL COMPLY WITH NSF STANDARD 61 FOR COMPLY WITH NSF STANDARD 61 FOR COMPLY WITH NSF STANDARD 61 FOR WITH NSF STANDARD 61 FOR WITH NSF STANDARD 61 FOR NSF STANDARD 61 FOR NSF STANDARD 61 FOR STANDARD 61 FOR STANDARD 61 FOR 61 FOR 61 FOR FOR FOR POTABLE WATER USE. ALL METERS MUST BE EASILY ACCEPTABLE FOR MANUAL READING, WATER USE. ALL METERS MUST BE EASILY ACCEPTABLE FOR MANUAL READING, WATER USE. ALL METERS MUST BE EASILY ACCEPTABLE FOR MANUAL READING, USE. ALL METERS MUST BE EASILY ACCEPTABLE FOR MANUAL READING, USE. ALL METERS MUST BE EASILY ACCEPTABLE FOR MANUAL READING, ALL METERS MUST BE EASILY ACCEPTABLE FOR MANUAL READING, ALL METERS MUST BE EASILY ACCEPTABLE FOR MANUAL READING, METERS MUST BE EASILY ACCEPTABLE FOR MANUAL READING, METERS MUST BE EASILY ACCEPTABLE FOR MANUAL READING, MUST BE EASILY ACCEPTABLE FOR MANUAL READING, MUST BE EASILY ACCEPTABLE FOR MANUAL READING, BE EASILY ACCEPTABLE FOR MANUAL READING, BE EASILY ACCEPTABLE FOR MANUAL READING, EASILY ACCEPTABLE FOR MANUAL READING, EASILY ACCEPTABLE FOR MANUAL READING, ACCEPTABLE FOR MANUAL READING, ACCEPTABLE FOR MANUAL READING, FOR MANUAL READING, FOR MANUAL READING, MANUAL READING, MANUAL READING, READING, READING, MAINTENANCE, AND REPAIR. ANY PIPING THAT NEEDS TO BE REROUTED OR ADDED TO COMPLY AND REPAIR. ANY PIPING THAT NEEDS TO BE REROUTED OR ADDED TO COMPLY AND REPAIR. ANY PIPING THAT NEEDS TO BE REROUTED OR ADDED TO COMPLY REPAIR. ANY PIPING THAT NEEDS TO BE REROUTED OR ADDED TO COMPLY REPAIR. ANY PIPING THAT NEEDS TO BE REROUTED OR ADDED TO COMPLY ANY PIPING THAT NEEDS TO BE REROUTED OR ADDED TO COMPLY ANY PIPING THAT NEEDS TO BE REROUTED OR ADDED TO COMPLY PIPING THAT NEEDS TO BE REROUTED OR ADDED TO COMPLY PIPING THAT NEEDS TO BE REROUTED OR ADDED TO COMPLY THAT NEEDS TO BE REROUTED OR ADDED TO COMPLY THAT NEEDS TO BE REROUTED OR ADDED TO COMPLY NEEDS TO BE REROUTED OR ADDED TO COMPLY NEEDS TO BE REROUTED OR ADDED TO COMPLY TO BE REROUTED OR ADDED TO COMPLY TO BE REROUTED OR ADDED TO COMPLY BE REROUTED OR ADDED TO COMPLY BE REROUTED OR ADDED TO COMPLY REROUTED OR ADDED TO COMPLY REROUTED OR ADDED TO COMPLY OR ADDED TO COMPLY OR ADDED TO COMPLY ADDED TO COMPLY ADDED TO COMPLY TO COMPLY TO COMPLY COMPLY COMPLY WITH THE SPECIFICATIONS SHALL BE COPPER AND INSULATED IF THE REMOVED PIPE WAS THE SPECIFICATIONS SHALL BE COPPER AND INSULATED IF THE REMOVED PIPE WAS THE SPECIFICATIONS SHALL BE COPPER AND INSULATED IF THE REMOVED PIPE WAS SPECIFICATIONS SHALL BE COPPER AND INSULATED IF THE REMOVED PIPE WAS SPECIFICATIONS SHALL BE COPPER AND INSULATED IF THE REMOVED PIPE WAS SHALL BE COPPER AND INSULATED IF THE REMOVED PIPE WAS SHALL BE COPPER AND INSULATED IF THE REMOVED PIPE WAS BE COPPER AND INSULATED IF THE REMOVED PIPE WAS BE COPPER AND INSULATED IF THE REMOVED PIPE WAS COPPER AND INSULATED IF THE REMOVED PIPE WAS COPPER AND INSULATED IF THE REMOVED PIPE WAS AND INSULATED IF THE REMOVED PIPE WAS AND INSULATED IF THE REMOVED PIPE WAS INSULATED IF THE REMOVED PIPE WAS INSULATED IF THE REMOVED PIPE WAS IF THE REMOVED PIPE WAS IF THE REMOVED PIPE WAS THE REMOVED PIPE WAS THE REMOVED PIPE WAS REMOVED PIPE WAS REMOVED PIPE WAS PIPE WAS PIPE WAS WAS WAS INSULATED. 3.

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