DWG 20739 MWR 10164 2J Turf and Res.pdf

PDF 3 MB Posted Aug 22, 2022

Attached to: Install Synthetic Turf Replacement & Walking Trail Resurfacing
Solicitation number: PANMCC-22-P-0000-020514
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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W911SG22B030 Trail and Resurfacing.pdf	PDF	Aug 22, 2022

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D E S C R

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SERGEANT M

AJOR BLVD.

GULF VICTORY W

CONSTITUTION DR.

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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COVER SHEET

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FORT BLISS, TEXAS

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INDEX OF DRAWINGS

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DESCRIPTION

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CONCURRENCES

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USING AGENCY

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FIRE DEPARTMENT

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ENVIRONMENTAL DIVISION

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PHYSICAL SECURITY OFFICER

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SIGNATURES INDICATE THAT THOSE SIGNING HAVE REVIEWED PROJECT

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PLANS AND SPECIFICATIONS AND ARE IN CONCURRENCE WITH THEM.

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SAFETY OFFICER

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NEC

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MASTER PLANNING DIVISION

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OPERATIONS & MAINTENANCE DIVISION

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INDUSTRIAL HYGIENE

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CHIEF, ENGINEERING SERVICES DIVISION, DPW

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CHIEF, DESIGN BRANCH, ESD, DPW

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APPROVED BY:

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APPROVED BY:

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FACILITY 20739 SYNTHETIC TURF REPLACMENT

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PROJECT LOCATION MAP

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FACILITY 20739 SYNTHETIC TURF REPLACEMENT

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MWR 10164 2J

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1. PRIOR TO ANY CHANGE OR MODIFICATION TO THESE DRAWINGS DUE TO ACTUAL CONDITIONS, DPW REPRESENTATIVE SHALL BE NOTIFIED FOR REVIEW AND APPROVAL. 2. CONSTRUCTION PROJECTS WHICH REQUIRE ANY TYPE OF CONSTRUCTION PROJECTS WHICH REQUIRE ANY TYPE OF DISTURBANCE OF THE SOIL MUST OBTAIN AN APPROVED EXCAVATION REQUEST PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL NOTIFY GOVERNMENT REPRESENTATIVE IF THE CONTRACTOR SHALL NOTIFY GOVERNMENT REPRESENTATIVE IF ANY SOIL DISCOLORATION, ODORS, RUBBISH AND/OR ANY ENVIRONMENTAL CONCERNS BE UNCOVERED, THE CONTRACTOR SHALL SUSPEND WORK ON THE SITE OF THE DISCOVERY AND CONTINUE OPERATIONS IN ALL OTHER AREAS. 4. CONTRACTOR MAY HAUL WATER FROM OUTSIDE FORT BLISS, TX OR CONTRACTOR MAY HAUL WATER FROM OUTSIDE FORT BLISS, TX OR MAY USE AVAILABLE WATER ON SITE. IF THE CONTRACTOR DECIDES TO USE AVAILABLE WATER ON SITE, THE CONTRACTOR SHALL REQUEST A BACK FLOW PREVENTOR (BFP) AND WATER METER AT THE DPW BUILDING (BLDG 777). AFTER THE REQUEST HAS BEEN MADE, DPW WILL DIRECT THE CONTRACTOR TO FORT BLISS WATER. THE CONTRACTOR SHALL CONTACT FORT BLISS WATER SERVICES TO INSTALL THE BFP AND WATER METER DOWNSTREAM OF THE WATER SUPPLY TO MEASURE THE WATER CONSUMPTION AND REIMBURSE DPW FOR ALL WATER USED, IF REQUIRED. THE CONTRACTOR SHALL BE REQUIRED TO PUT DOWN A DEPOSIT FOR THE BFP AND WATER METER. THE CONTRACTOR SHALL COORDINATE WITH DPW SED FOR PAYMENT ARRANGEMENTS, IF REQUIRED. THE CONTRACTOR SHALL REPORT WATER CONSUMPTION TO DPW SED.

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1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER INDICATED ON THE DRAWING OR NOT, TO VERIFY THE LOCATION, DEPTH, AND CONDITION OF ALL EXITING UTILITIES AND SUBSTRUCTURES AND PROTECT THEM FROM ANY DAMAGE. 2. THE CONTRACTOR SHALL CONTACT ALL THE UTILITY COMPANIES AND CONDUCT ALL NECESSARY FIELD INVESTIGATIONS PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO GOVERNMENT. 3. NOTIFY THE DPW REPRESENTATIVE IN WRITING AT LEAST 14 NOTIFY THE DPW REPRESENTATIVE IN WRITING AT LEAST 14 DAYS BEFORE ANY UTILITY OUTAGE OR ROAD CLOSURE.

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FACILITY 20739 SYNTHETIC TURF REPLACEMENT

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MWR 10164 2J

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EXISTING WATER LINE

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AutoCAD SHX Text CONSTRUCTION LIMITS - CONSTRUCTION AREA TO USE DEMARCATION POINTS SUCH AS FENCING, CURBS, ETC., WHEREVER FEASIBLE UNLESS OTHERWISE NOTED.

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EXISTING SYNTHETIC FIELD

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1. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACT AND SAFETY RECOMMENDATIONS. 2. CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR AREA ADJACENT TO CONSTRUCTION AREA. CONTRACTOR SHALL CONTRACTOR SHALL PROVIDE ALL REQUIRED TRAFFIC CONTROL PLANS. ALL SIGNS, BARRICADES, CHANNELIZATION DEVICES, SIGN FRAMES AND ERECTION OF SUCH DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL TRAFFIC CONTROL AUTHORITY. 3. SURROUNDING BUILDINGS WILL BE OCCUPIED DURING SURROUNDING BUILDINGS WILL BE OCCUPIED DURING CONSTRUCTION. CONTRACTOR SHALL NOT BLOCK ACCESS TO BUILDING USER. 4. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING SPACES. 5. ALL WORK SHALL COMPLY WITH ALL MANUFACTURER'S ALL WORK SHALL COMPLY WITH ALL MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL REGULATIONS/CODES. 6. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 7. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 8. ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE PRIOR TO CONTINUING ANY ADDITIONAL WORK. 9. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED TO ALLOW FOR CONSTRUCTION. 10. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, MATERIALS AND FINISHES THAT ARE TO REMAIN, AND WITHOUT NECESSARY DAMAGE. ANY DAMAGES SHALL BE REPLACED OR RESTORED WITHOUT ADDITIONAL COST TO THE GOVERNMENT. 11. ALL REMOVED EQUIPMENT SHALL BE REINSTALLED AND TESTED ALL REMOVED EQUIPMENT SHALL BE REINSTALLED AND TESTED IN THE PRESENCE OF A CONTRACTING OFFICER REPRESENTATIVE. 12. CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM OF 60% OF CONSTRUCTION WASTE AND DEMOLITION MATERIALS AND DEBRIS BE RECYCLED. IF THE CONTRACTOR HAS A VALID REASON FOR NOT BEING ABLE TO MEET THIS DIVERSION GOAL, THE CONTRACTOR NEEDS TO PRESENT THEIR REASONING IN WRITING TO DPW-ENVIRONMENTAL DIVISION FOR APPROVAL 13. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITIES BEFORE COMMENCING WORK. 14. PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL CONDUCT PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL CONDUCT A THOROUGH PHOTOGRAPHIC SURVEY OF THE SITE THIS INCLUDES INVENTORY OF ALL ITEMS THEIR CONDITION. CRACKED SIDEWALKS, BROKEN WINDOWS, BENT OR DAMAGED EQUIPMENT, ETC. FAILURE TO DO SO MAY RESULT IN CONTRACTOR RESPONSIBILITY TO REPAIR. 15. ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO NEW WORK IN PROGRESS, SHALL BE PATCHED AND REPAIRED AS REQUIRED. 16. EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 17. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD VIA RFI, ASAP TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 18. CONTRACTOR SHALL UTILIZE ALL CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL UTILIZE ALL CONSTRUCTION DOCUMENTS, SCOPE, CONTRACT, SPECIFICATIONS, AND DRAWINGS TO ENSURE ALL CONSTRUCTION, DELIVERABLES, AND RESOURCES ARE DELIVERED TO THE GOVERNMENT. 19. PRIOR TO ANY CHANGE OR MODIFICATION TO THESE DRAWINGS PRIOR TO ANY CHANGE OR MODIFICATION TO THESE DRAWINGS DUE TO ACTUAL CONDITIONS, DPW REPRESENTATIVE SHALL BE NOTIFIED FOR REVIEW AND APPROVAL.

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LAY-DOWN AREA NOTES

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1. LAY-DOWN AREA SHALL BE DESIGNATED PRIOR TO THE START LAY-DOWN AREA SHALL BE DESIGNATED PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH DPW MASTER PLANNING. 2. THE CONTRACTOR SHALL RESTORE ANY ACCESS ROADS AND THE CONTRACTOR SHALL RESTORE ANY ACCESS ROADS AND LAY-DOWN AREAS USED BACK TO THEIR ORIGINAL STABILIZED CONDITION OR BETTER. 3. CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT AND CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT AND SUPPLIES REQUIRED TO SECURE THE TEMPORARY STORAGE AREA.

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FACILITY 20739 SYNTHETIC TURF REPLACEMENT

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DEMOLITION KEY NOTES

AutoCAD SHX Text REMOVE EXISTING SYNTHETIC TURF IN ITS ENTIRETY. EXISTING AGGREGATE BASE COURSE TO REMAIN. CONTRACTOR RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF CONSTRUCTION AND DEMOLITION DEBRIS AND MATERIALS. PREPARE FOR NEW SYNTHETIC TURF.

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EXISTING LIGHT POLE, PROTECT DURING CONSTRUCTION.

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EXISTING CHAIN LINK FENCE, PROTECT DURING CONSTRUCTION.

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MWR 10164 2J

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AutoCAD SHX Text EXISTING SITE FURNITURE THROUGHOUT SITE (BLEACHERS, BENCHES, SOCCER GOALS, TRASH CANS, ETC.) CONTRACTOR TO MOVE AS NEEDED TO ALLOW FOR CONSTRUCTION AND RELOCATE AFTER CONSTRUCTION IS COMPLETED. PROTECT DURING CONSTRUCTION.

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1. THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL AVAILABLE INFORMATION, THE EXACT LOCATION AND QUANTITY OF EQUIPMENT MAY DEVIATE FROM LOCATIONS AND QUANTITY SHOWN ON DRAWINGS. CONTRACTOR MUST FIELD VERIFY AND EXAMINE EXISTING STRUCTURES, NOTE ALL CONDITIONS AS TO CHARACTER AND EXTENT OF ALL WORK INVOLVED, VALIDATE AND BID ACCORDINGLY. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITIES BEFORE COMMENCING WORK. 3. GENERAL CONTRACTOR SHALL ASSURE THAT ALL GENERAL CONTRACTOR SHALL ASSURE THAT ALL SUB-CONTRACTORS HAVE REVIEWED THE ENTIRE SET OF CONSTRUCTION DOCUMENTS, THIS INCLUDES BUT NOT LIMITED TO CONSTRUCTION DRAWINGS, PROJECT MANUAL (SPECIFICATIONS), AMENDMENTS, MODIFICATIONS, AND CHANGE ORDERS. THE CONTRACT IS BASED ON CONSTRUCTION DOCUMENTS AS A WHOLE AND COORDINATION BETWEEN SUBCONTRACTOR IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4. THE DEMOLITION PLAN INDICATES THE GENERAL SCOPE OF ITEMS THE DEMOLITION PLAN INDICATES THE GENERAL SCOPE OF ITEMS AND EXISTING CONSTRUCTION ELEMENTS TO BE REMOVED. ANY ADDITIONAL ITEMS ENCOUNTERED IN THESE GENERAL DEMOLITION AREAS, WHICH WILL INTERFERE WITH THE NEW CONSTRUCTION SHALL ALSO BE REMOVED AT NOT ADDITIONAL COST. 5. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 6. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD VIA RFI, ASAP TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 7. CONTRACTOR SHALL ENSURE SAFE ACCESS TO SURROUND CONTRACTOR SHALL ENSURE SAFE ACCESS TO SURROUND BUILDINGS DURING CONSTRUCTION AND SHALL PROVIDE ALL REQUIRED BARRICADES, FENCING, COVERED WALKS, PLANKING, LIGHTING, BRACING, SHORING, WARNING SIGNS, ETC. AS REQUIRED BY OSHA AND FORT BLISS REGULATIONS FOR THE PROTECTION OF WORKMEN, STAFF AND USERS. 8. CONTRACTOR SHALL PROTECT ALL GOVERNMENT PROPERTY TO CONTRACTOR SHALL PROTECT ALL GOVERNMENT PROPERTY TO INCLUDE CARS, EQUIPMENT AND BUILDING SYSTEMS. 9. THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, MATERIALS, AND FINISHES THAT ARE TO REMAIN AND WITHOUT UNNECESSARY DAMAGE. ITEMS AND MATERIAL TO BE REMOVED SHALL BE DONE IN SUCH A MANNER AS TO PREVENT DAMAGES TO ITEMS AND MATERIALS THAT REMAIN. SUCH DAMAGES SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE DPW REPRESENTATIVE AND AT NO ADDITIONAL COST TO THE GOVERNMENT. ITEMS INCLUDE BUT ARE NOT LIMITED TO AS BROKEN CURBS, CRACKED SIDEWALKS, ETC. 10. CONTRACTOR SHALL DISPOSE OF EXCESS MATERIALS, DEBRIS OR CONTRACTOR SHALL DISPOSE OF EXCESS MATERIALS, DEBRIS OR WASTE AT AN APPROVED OFF-POST LOCATION IN ACCORDANCE WITH (IAW) APPLICABLE LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS AND PAY ANY RELATED FEES. 11. WASTE MATERIAL OR EXCESS TOPSOIL GENERATED AS A RESULT WASTE MATERIAL OR EXCESS TOPSOIL GENERATED AS A RESULT OF CLEARING AND GRADING OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR. APPROPRIATE DISPOSAL OF ALL SOIL MATERIAL SHALL BE AT THE CONTRACTOR'S EXPENSE. 12. SURPLUS EARTH, GRAVEL, ASPHALT OR CONCRETE RUBBLE SURPLUS EARTH, GRAVEL, ASPHALT OR CONCRETE RUBBLE HAULED ON AND OFF THE INSTALLATION IN AN OPEN-BED TRUCK MUST BE COVERED OR WETTED TO MINIMIZE DUST. 13. THE CONTRACTOR SHALL OVERSEE CLEANING AND ENSURE THAT THE CONTRACTOR SHALL OVERSEE CLEANING AND ENSURE THAT THE PREMISES ARE MAINTAINED RUBBISH FREE DURING DEMOLITION WORK. FINAL CLEANUP IS THE RESPONSIBILITY OF THE CONTRACTOR. 14. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 15. THE GOVERNMENT RESERVES THE FIRST RIGHT OF REFUSAL FOR THE GOVERNMENT RESERVES THE FIRST RIGHT OF REFUSAL FOR ALL DEMOLITION ITEMS. THOSE DEMOLITION ITEMS THE GOVERNMENT DOES NOT WISH TO KEEP SHALL BECOME PROPERTY OF THE CONTRACTOR FOR PROPER DISPOSAL. 16. ANY ITEMS SCHEDULED FOR DEMOLITION SUSPECTED TO CONTAIN ANY ITEMS SCHEDULED FOR DEMOLITION SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE COR PRIOR TO DEMOLITION. 17. ALL EQUIPMENT TO BE REMOVED SHALL BE DONE SO IN THE ALL EQUIPMENT TO BE REMOVED SHALL BE DONE SO IN THE PRESENCE OF A GOVERNMENT REPRESENTATIVE AND INSTALLED AND TESTED IN THE PRESENCE OF A GOVERNMENT REPRESENTATIVE. 18. CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM OF 60% OF CONSTRUCTION AND DEMOLITION MATERIALS AND DEBRIS FROM LANDFILLS. IF THE CONTRACTOR HAS A VALID REASON FOR NOT BEING ABLE TO MEET THIS DIVERSION GOAL, THE CONTRACTOR NEEDS TO PRESENT THEIR REASONING IN WRITING TO DPW-ENVIRONMENTAL DIVISION. 19. THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS TO DISPOSE OF CONSTRUCTION MATERIALS. 20. BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.

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1. THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL AVAILABLE INFORMATION, THE EXACT LOCATION AND QUANTITY OF EXISTING DUCTWORK, PENETRATIONS AND EQUIPMENT MAY DEVIATE FROM LOCATIONS AND QUANTITY SHOWN ON DRAWINGS. CONTRACTOR MUST FIELD VERIFY AND EXAMINE EXISTING STRUCTURES, NOTE ALL CONDITIONS AS TO CHARACTER AND EXTENT OF ALL WORK INVOLVED, VALIDATE AND BID ACCORDINGLY 2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, ALL CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 3. GENERAL CONTRACTOR SHALL ASSURE THAT ALL GENERAL CONTRACTOR SHALL ASSURE THAT ALL SUB-CONTRACTORS HAVE REVIEWED THE ENTIRE SET OF CONSTRUCTION DOCUMENTS, THIS INCLUDES BUT NOT LIMITED TO CONSTRUCTION DRAWINGS, PROJECT MANUAL (SPECIFICATIONS), AMENDMENTS, MODIFICATIONS, AND CHANGE ORDERS. THE CONTRACT IS BASED ON CONSTRUCTION DOCUMENTS AS A WHOLE AND COORDINATION BETWEEN SUBCONTRACTOR IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 5. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD VIA RFI, ASAP TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 6. CONTRACTOR SHALL ENSURE SAFE ACCESS TO SURROUNDING CONTRACTOR SHALL ENSURE SAFE ACCESS TO SURROUNDING BUILDINGS DURING CONSTRUCTION AND SHALL PROVIDE ALL REQUIRED BARRICADES, FENCING, COVERED WALKS, PLANKING, LIGHTING, BRACING, SHORING, WARNING SIGNS, ETC. AS REQUIRED BY OSHA AND FORT BLISS REGULATIONS FOR THE PROTECTION OF WORKMEN, STAFF AND USERS. 7. CONTRACTOR TO PROVIDE AND INSTALL ACCORDANCE WITH CONTRACTOR TO PROVIDE AND INSTALL ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS: 'MATRIXTURF' 42 -46 OZ., UV RATED FOR OUTDOOR USE, MINIMUM EIGHT YEAR WARRANTY, SYNTHETIC TURF AS MANUFACTURED BY HELLAS CONSTRUCTION INC. (WWW.MATRIX-TURF.COM), OR APPROVED EQUAL. REFERENCE SPECIFICATIONS ON THIS SHEET. 8. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 9. NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED MATERIALS. 10. ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO NEW WORK IN PROGRESS, SHALL BE PATCHED AND REPAIRED AS REQUIRED. 11. EXISTING SITE DAMAGED BY THE CONTRACTOR SHALL BE EXISTING SITE DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. SUCH AS BROKEN CURBS, CRACKED SIDEWALKS, ETC. 12. CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM OF 60% OF CONSTRUCTION AND DEMOLITION MATERIALS AND DEBRIS FROM LANDFILLS. IF THE CONTRACTOR HAS A VALID REASON FOR NOT BEING ABLE TO MEET THIS DIVERSION GOAL, THE CONTRACTOR NEEDS TO PRESENT THEIR REASONING IN WRITING TO DPW-ENVIRONMENTAL DIVISION. 13. THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS FOR DISPOSE OF CONSTRUCTION MATERIALS. 14. BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.

AutoCAD SHX Text 06/10/2022

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FACILITY 20739 SYNTHETIC TURF REPLACEMENT

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MWR 10164 2J

AutoCAD SHX Text NEW 'MATRIXTURF' SYNTHETIC TURF AS MANUFACTURED BY HELLAS CONSTRUCTION INC. OR APPROVED EQUAL. CONTRACTOR TO GRADE AND COMPACT EXISTING AGGREGATE BASE COURSE.

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EXISTING LIGHT POLE, PROTECT DURING CONSTRUCTION.

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AutoCAD SHX Text EXISTING LANDSCAPE ROCK, PROTECT DURING CONSTRUCTION. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS FROM LANDSCAPE ROCKS ONCE CONSTRUCTION IS COMPLETE.

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EXISTING CHAIN LINK FENCE, PROTECT DURING CONSTRUCTION.

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EXISTING ROCKWALL FENCE, PROTECT DURING CONSTRUCTION.

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KEY NOTES

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EXISTING METAL BLEACHERS

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EXISTING ELECTRICAL LIGHT POLE

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NEW SYNTHETIC TURF

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EXISTING CHAINLINK FENCE

AutoCAD SHX Text PROVIDE SOCCER AND FLAG FOOTBALL LINES AND MARKINGS IN ACCORDANCE WITH STANDARD DIMENSIONS.

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SYNTHETIC TURF SPECIFICATIONS

AutoCAD SHX Text EXISTING CONCRETE CURB LOCATED AT THE PERIMETER OF THE SYNTHETIC TURF FIELD TO REMAIN.

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5 TYP.

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9 TYP.

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EXISTING CONCRETE FOOTING AND STEEL PIPE KICKER.

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AutoCAD SHX Text EXISTING CONCRETE FOOTINGS. CONTRACTOR TO PROVIDE THREE NEW STEEL PIPE KICKERS TO SUPPORT 18 FOOT HIGH FENCE.

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E S C R

O N

M A R K

D A

D P

R T

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AS SHOWN

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DEMOLITION PLAN - OPTION 1

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SCALE: 1/32" = 1'-0"

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REVIEWED BY:

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DRAWN BY:

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SCALE:

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SPEC. #

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DATE:

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NUMBER:

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SHEET

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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OPTION 1 PLAN

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LEGEND

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FACILITY 20739 SYNTHETIC TURF REPLACEMENT

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MWR 10164 2J

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KEY NOTES

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EXISTING METAL BLEACHERS

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EXISTING ELECTRICAL LIGHT POLE

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EXISTING CHAINLINK FENCE, UNLESS NOTED OTHERWISE

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SYNTHETIC TURF SYSTEM - OPTION 1

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NEW SYNTHETIC TURF SYSTEM - OPTION 1

AutoCAD SHX Text REMOVE EXISTING PORTION OF CHAINLINK FENCE INCLUDING CONCRETE FOOTINGS. CONTRACTOR TO SALVAGE CHAINLINK FABRIC, RAILS, TENSION WIRES AND BARS, CAPS, AND BANDS FOR RELOCATION.

AutoCAD SHX Text RELOCATED CHAINLINK FENCE. CONTRACTOR TO PROVIDE NEW GALVANIZED STEEL PIPE FENCE LINE POSTS INCLUDING CONCRETE FOOTINGS. CONTRACTOR TO REINSTALL SALVAGED CHAINLINK FABRIC, RAILS, TENSION WIRES AND BARS, CAPS, AND BANDS. REFERENCE SHEET A-105.

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13 TYP.

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AutoCAD SHX Text REMOVE EXISTING PORTION OF CONCRETE CURB TO ALLOW FOR NEW CONSTRUCTION. CONTRACTOR TO SAWCUT EDGE OF CURB WHERE NEW CURB IS TO BE INSTALLED.

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AutoCAD SHX Text NEW 'MATRIXTURF' SYNTHETIC TURF SYSTEM AS MANUFACTURED BY HELLAS CONSTRUCTION INC. OR APPROVED EQUAL. PREPARE SITE FOR THE INSTALLATION OF NEW SYNTHETIC TURF SYSTEM IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS. REFERENCE SPECIFICATIONS ON THIS SHEET.

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AutoCAD SHX Text PROVIDE NEW CONCRETE (HEADER) CURB, TO MATCH EXISTING ADJACENT CURB WIDTH AND HEIGHT, AT PERIMETER OF NEW SYNTHETIC TURF SYSTEM. CONTRACTOR TO PROVIDE EXPANSION JOINT MATERIAL AND SEALANT BETWEEN NEW AND EXISTING CURBS.

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AutoCAD SHX Text NEW 4 FOOT HIGHT CHAINLINK FENCE TO MATCH EXISTING. CONTRACTOR TO PROVIDE NEW CHAINLINK FABRIC AND GALVANIZED STEEL PIPE FENCE LINE POSTS INCLUDING CONCRETE FOOTINGS. CONTRACTOR TO INCLUDE NEW TENSION WIRES AND BARS, CAPS, AND BANDS AS REQUIRED. REFERENCE SHEET A-105.

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CONCRETE NOTES

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1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'C=4000 PSI IN 28 DAYS, UNLESS OTHERWISE NOTED. 2. FOR CURBS, GUTTERS, AND SIDEWALKS, AIR CONTENT SHALL BE 5 FOR CURBS, GUTTERS, AND SIDEWALKS, AIR CONTENT SHALL BE 5 TO 7 PERCENT BY VOLUME, BASED ON MEASUREMENTS MADE IMMEDIATELY AFTER DISCHARGE FROM THE MIXER. 3. FOR SIDEWALKS, PROVIDE 4 INCHES THICK MINIMUM. PROVIDE FOR SIDEWALKS, PROVIDE 4 INCHES THICK MINIMUM. PROVIDE CONTRACTION JOINTS SPACED EVERY 5 LINEAR FEET UNLESS OTHERWISE INDICATED. CUT CONTRACTION JOINTS 1 INCH DEEP, OR ONE FOURTH THE SLAB THICKNESS WHICHEVER IS DEEPER, WITH A JOINTING TOOL AFTER THE SURFACE HAS BEEN FINISHED. PROVIDE 0.5 INCH THICK TRANSVERSE EXPANSION JOINTS AT CHANGES IN DIRECTION WHERE SIDEWALK ABUTS CURB, STEPS, RIGID PAVEMENT OR OTHER SIMILAR STRUCTURES; SPACE EXPANSION JOINTS EVERY 50 FEET MAXIMUM. GIVE WALKS A BROOMED FINISH, UNLESS INDICATED OTHERWISE, PROVIDE A TRANSVERSE SLOPE OF 1/48. LIMIT VARIATION IN CROSS SECTION TO 1/4 INCH IN 5 FEET. 4. SLUMP FOR CURBS, GUTTERS, AND SIDEWALKS SHALL BE 3 SLUMP FOR CURBS, GUTTERS, AND SIDEWALKS SHALL BE 3 INCHES PLUS OR MINUS 1 INCH FOR HAND PLACED CONCRETE OR 1 INCH PLUS OR MINUS 1/2 INCH FOR SLIPFORMED CONCRETE AS DETERMINED IN ACCORDANCE WITH ASTM C143/C143M.

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NOT USED

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NOT USED

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NOT USED

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NOT USED

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NOT USED

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NOT USED

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NEW WORK PLAN - OPTION 1

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SCALE: 1/32" = 1'-0"

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REMOVE EXISTING CONCRETE FOOTING.

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NOT USED

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NOT USED

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AutoCAD SHX Text REMOVE AND SALVAGE EXISTING LANDSCAPE ROCK, GRADE AND COMPACT EXISTING SITE TO ALLOW FOR THE INSTALLATION OF NEW SYNTHETIC TURF SYSTEM IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS AND SPECIFICATIONS.

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AutoCAD SHX Text NEW 12 INCH WIDE X 2 FOOT DEEP CONCRETE FOOTINGS AND NEW STEEL PIPE KICKERS TO SUPPORT 18 FOOT HIGH FENCE.

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SYNTHETIC TURF SPECIFICATIONS

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REINSTALL EXISTING, SALVAGED LANDSCAPE ROCK OVER NEW FABRIC WEED BARRIER.

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FABRIC

TENSION BAR

CARRIAGE BOLT

FABRIC

TENSION BAND

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS

FABRIC WIDTH FABRIC WIDTH

CORNER, END & PULL POSTS

TUBULAR - ROUND

TUBULAR - SQUARE

C-SECTION (ROLL-FORMED)

LINE POSTS

TUBULAR - ROUND

H-SECTION

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED)

CONCRETE BASE

2" (TYP.)

1.66" O.D.

1.50" SQ.

1.625" X 1.50" 1.625" X 1.25"

FASTENING DETAILS

END OR GATE POST DETAIL

2.375" O.D.

2.25" X 1.70" 2.25" X 1.70"

1.90" O.D.

2.25" X 1.70"

2.875" O.D.

2.50" SQ.

3.50" X 3.50"

2.375" O.D.

2.00" SQ.

3.50" X 3.50"

TRUSS ROD (3/8" MIN. DIA.)

TRUSS ROD (3/8"

MIN. DIA.)

9-GAGE STEEL TIE

WIRE (15" O.C.

MAX. AND WITHIN

4" FROM TOP AND

BOTTOM OF FABRIC)

BARBED WIRE OR

TENSION WIRE

TENSION BAR TO ENGAGE

EACH FABRIC LINK

TENSION BAND (15" O.C. MAX. AND WITHIN

4" FROM TOP AND BOTTOM OF FABRIC)

9-GAGE STEEL TIE WIRES

(2'-0" O.C. MAX.)

ROUND POST

TOP OR BRACE RAIL

LINE POST ATTACHMENTS

ROUND POSTH-BEAM

TENSION BAND DETAIL

TRUSS ROD AND BAND

BRACE RAIL CLAMP DETAILS

H-BEAM

72" OR LESS 84" TO 96"

1.875" X 1.625"C-SECTION (ROLL-FORMED)

(NOMINAL)

NOT TO SCALE NOT TO SCALE

ATTACHMENT

9-GAGE STEEL TIE

WIRE (15" O.C.

MAX. AND WITHIN

4" FROM TOP AND

BOTTOM OF FABRIC)

'-0

8'-0" MAXIMUM

'-4

" M

18" MIN. DIA.

CONCRETE FOOTING

TOP RAIL

LINE POST

GRADE

HOG RINGS (TYP.)

10" MIN. DIA.

1 1/2" MIN

2 1/2" MAX

8'-0" O.C. MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

BOTTOM OF

FABRIC

TENSION WIRE

TIE WIRES OR HOG

RINGS (TYP.)

CORNER, END,

OR PULL POST

CHAIN-LINK FABRIC (9 GAGE,

2" MESH)

CHAIN-LINK FENCE DETAIL

NOT TO SCALE

'-4

" M

D V

GENERAL NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER

TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT COMPLY WITH THE

SPECIFICATIONS.

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF

THE FENCE ALIGNMENT. CHAINLINK FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF

THE SECURE AREA.

3. POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS COMPLETELY FILLED

WITH CONCRETE UP TO THE TOP OF THE FOOTING.

NOTE:

AT 18 FOOT HIGH CHAINLINK

FENCE, PROVIDE: 18 INCH

WIDE X 6 FOOT DEEP MIN.

CONCRETE FOOTINGS.

EXPANSION JOINT DETAIL

CONTROL JOINT

SECTION AT EXISTING CONCRETE

D E S C R

O N

M A R K

D A

D P

R T

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12" MIN.

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EXIST.CONCRETE

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12" EXPANSION JOINT MATERIAL

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SAW CUT EXIST. CONC. WITH A SMOOTH AND STRAIGHT CUT

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EXIST. REINFORCING

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12" MIN.

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NEW CONCRETE

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EXIST.CONCRETE

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NOT TO SCALE

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12" EXPANSION JOINT MATERIAL

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SAW CUT EXIST. CONC. WITH A SMOOTH AND STRAIGHT CUT

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6" OVERLAP OF PROP. REINFORCING

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EXIST. REINFORCING

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EXPOSED AND CLEAN EXIST. REINFORCING

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REINFORCEMENT

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2"CLR.

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14" GROOVE

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12" MAX

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BACKER ROD

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2"CLR.

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REINFORCEMENT

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3/4" EXPANSION JOINT MATERIAL

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AutoCAD SHX Text 18"

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REINFORCEMENT

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REINFORCEMENT

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14" GROOVE

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12" MAX

AutoCAD SHX Text 1/2"x 1"HOT POURED JOINT SEALER

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NEW CONCRETE HEADER CURB

AutoCAD SHX Text 1/2"x 3" EXPANSION BOARD

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EXIST.CONCRETE

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EXIST.CONCRETE

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AutoCAD SHX Text NOTE: 1. PROVIDE CONTINUOUS No. 4 REBAR FOR CURB REINFORCEMENT (TYPICAL). PROVIDE CONTINUOUS No. 4 REBAR FOR CURB REINFORCEMENT (TYPICAL). 2. PROVIDE 1/2 INCH EXPANSION JOINTS EVERY 20 FEET AND CONTROL PROVIDE 1/2 INCH EXPANSION JOINTS EVERY 20 FEET AND CONTROL JOINTS EVERY 5 FEET (TYPICAL).

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CONCRETE EXPANSION & CONTRACTION JOINTS DETAILS

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SAWCUT DETAIL

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REVIEWED BY:

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DATE:

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SHEET

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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DETAILS

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FACILITY 20739 SYNTHETIC TURF REPLACEMENT

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MWR 10164 2J

S C R

O N

M A R K

D A

D P

R T

SERGEANT MAJOR BLVD.

C H

A N

S T.

CHANUTE ST.

REVIEWED BY:

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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COVER SHEET

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FORT BLISS, TEXAS

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INDEX OF DRAWINGS

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NO.

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DESCRIPTION

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SHEET

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CONCURRENCES

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USING AGENCY

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FIRE DEPARTMENT

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ENVIRONMENTAL DIVISION

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PHYSICAL SECURITY OFFICER

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ANTI-TERRORISM/FORCE PROTECTION

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NOTES:

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SIGNATURES INDICATE THAT THOSE SIGNING HAVE REVIEWED PROJECT

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PLANS AND SPECIFICATIONS AND ARE IN CONCURRENCE WITH THEM.

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DATE

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DATE

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DATE

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DATE

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DATE

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SAFETY OFFICER

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DATE

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NEC

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DATE

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MASTER PLANNING DIVISION

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DATE

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OPERATIONS & MAINTENANCE DIVISION

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INDUSTRIAL HYGIENE

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DATE

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DATE

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CHIEF, ENGINEERING SERVICES DIVISION, DPW

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CHIEF, DESIGN BRANCH, ESD, DPW

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APPROVED BY:

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APPROVED BY:

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FACILITY 11388 WALKING TRAIL RESURFACING AT BIGGS PARK

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PROJECT LOCATION MAP

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PROJECT LOCATION

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FACILITY 11388 WALKING TRAIL RESURFACING AT BIGGS PARK

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MWR 10166 2J

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BIGGS PARK

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95% REVIEW DRAWINGS

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95%%% REVIEW DRAWINGS

A-100 = COVER SHEET A-101 = SITE PLAN A-102 = DEMOLITION WORK PLAN A-103 = NEW WORK PLAN A-104 = STATION POINT PLAN A-105 = DETAILS

E S C R

O N

M A R K

D A

D P

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SERGEANT MAJOR BLVD.

C H

A N

S T.

CHANUTE ST.

BLDG.

11388

BIGGS PARK

SPLASH

PARK

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EXISTING SITE PLAN

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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SITE PLAN

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GENERAL NOTES

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LEGEND

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AutoCAD SHX Text CONSTRUCTION LIMITS - CONSTRUCTION AREA TO USE DEMARCATION POINTS SUCH AS FENCING, CURBS, ETC., WHEREVER FEASIBLE UNLESS OTHERWISE NOTED.

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EXISTING WALKING TRAIL

AutoCAD SHX Text LAY DOWN YARD TO BE SUBMITTED BY CONTRACTOR AND APPROVED BY COR & MASTER PLANNING

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1. EXISTING GRADES VARY THROUGHOUT. CONTRACTOR IS EXISTING GRADES VARY THROUGHOUT. CONTRACTOR IS RESPONSIBLE TO PROVIDE EXISTING TRAIL ELEVATIONS RELATIVE TO REFERENCE ELEVATION 'A' AT EACH STATION POINT NOTED ON SHEET A-104. CONTRACTOR AND GOVERNMENT REPRESENTATIVE TO REVIEW AND VALIDATE ELEVATIONS PRIOR TO ANY CONSTRUCTION. 2. EXISTING IRRIGATION SYSTEM THROUGHOUT THE SITE. EXISTING IRRIGATION SYSTEM THROUGHOUT THE SITE. THE GOVERNMENT IS RESPONSIBLE FOR THE REMOVAL AND RELOCATION OF ANY SPRINKLER HEADS AND EXISTING SPRINKLER LINES TO ALLOW FOR CONSTRUCTION. CONTRACTOR TO COORDINATE THIS WORK WITH GOVERNMENT REPRESENTATIVE PRIOR TO ANY CONSTRUCTION. 3. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACT AND SAFETY RECOMMENDATIONS. 4. CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR AREA ADJACENT TO CONSTRUCTION AREA. CONTRACTOR SHALL PROVIDE ALL REQUIRED TRAFFIC CONTROL PLANS. ALL SIGNS, BARRICADES, CHANNELIZATION DEVICES, SIGN FRAMES AND ERECTION OF SUCH DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL TRAFFIC CONTROL AUTHORITY. 5. SURROUNDING BUILDINGS WILL BE OCCUPIED DURING SURROUNDING BUILDINGS WILL BE OCCUPIED DURING CONSTRUCTION. CONTRACTOR SHALL NOT BLOCK ACCESS TO BUILDING USER. 6. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING SPACES. 7. ALL WORK SHALL COMPLY WITH ALL MANUFACTURER'S ALL WORK SHALL COMPLY WITH ALL MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL REGULATIONS/CODES. 8. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 9. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 10. ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE PRIOR TO CONTINUING ANY ADDITIONAL WORK. 11. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED TO ALLOW FOR CONSTRUCTION. 12. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, MATERIALS AND FINISHES THAT ARE TO REMAIN, AND WITHOUT NECESSARY DAMAGE. ANY DAMAGES SHALL BE REPLACED OR RESTORED WITHOUT ADDITIONAL COST TO THE GOVERNMENT. 13. ALL REMOVED EQUIPMENT SHALL BE REINSTALLED ALL REMOVED EQUIPMENT SHALL BE REINSTALLED AND TESTED IN THE PRESENCE OF A CONTRACTING OFFICER REPRESENTATIVE. 14. CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM OF 60% OF CONSTRUCTION WASTE AND DEMOLITION MATERIALS AND DEBRIS BE RECYCLED. IF THE CONTRACTOR HAS A VALID REASON FOR NOT BEING ABLE TO MEET THIS DIVERSION GOAL, THE CONTRACTOR NEEDS TO PRESENT THEIR REASONING IN WRITING TO DPW-ENVIRONMENTAL DIVISION FOR APPROVAL 15. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITIES BEFORE COMMENCING WORK. 16. PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL CONDUCT A THOROUGH PHOTOGRAPHIC SURVEY OF THE SITE THIS INCLUDES INVENTORY OF ALL ITEMS THEIR CONDITION. CRACKED SIDEWALKS, BROKEN WINDOWS, BENT OR DAMAGED EQUIPMENT, ETC. FAILURE TO DO SO MAY RESULT IN CONTRACTOR RESPONSIBILITY TO REPAIR. 17. ALL SURFACES IN CONTACT WITH NEW WORK THAT ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO NEW WORK IN PROGRESS, SHALL BE PATCHED AND REPAIRED AS REQUIRED. 18. EXISTING SITE IMPROVEMENTS DAMAGED BY THE EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 19. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD VIA RFI, ASAP TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 20. CONTRACTOR SHALL UTILIZE ALL CONSTRUCTION CONTRACTOR SHALL UTILIZE ALL CONSTRUCTION DOCUMENTS, SCOPE, CONTRACT, SPECIFICATIONS, AND DRAWINGS TO ENSURE ALL CONSTRUCTION, DELIVERABLES, AND RESOURCES ARE DELIVERED TO THE GOVERNMENT. 21. PRIOR TO ANY CHANGE OR MODIFICATION TO THESE PRIOR TO ANY CHANGE OR MODIFICATION TO THESE DRAWINGS DUE TO ACTUAL CONDITIONS, DPW REPRESENTATIVE SHALL BE NOTIFIED FOR REVIEW AND APPROVAL.

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LAY-DOWN AREA NOTES

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1. LAY-DOWN AREA SHALL BE DESIGNATED PRIOR TO LAY-DOWN AREA SHALL BE DESIGNATED PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH DPW MASTER PLANNING. 2. THE CONTRACTOR SHALL RESTORE ANY ACCESS THE CONTRACTOR SHALL RESTORE ANY ACCESS ROADS AND LAY-DOWN AREAS USED BACK TO THEIR ORIGINAL STABILIZED CONDITION OR BETTER. 3. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT AND SUPPLIES REQUIRED TO SECURE THE TEMPORARY STORAGE AREA.

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FACILITY 11388 WALKING TRAIL RESURFACING AT BIGGS PARK

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LAY DOWN AREA

AutoCAD SHX Text 06/10/2022

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MWR 10166 2J

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CONSTRUCTION LIMITS

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UTILITY NOTES

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1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER INDICATED ON THE DRAWING OR NOT, TO VERIFY THE LOCATION, DEPTH, AND CONDITION OF ALL EXITING UTILITIES AND SUBSTRUCTURES AND PROTECT THEM FROM ANY DAMAGE. 2. THE CONTRACTOR SHALL CONTACT ALL THE UTILITY COMPANIES AND CONDUCT ALL NECESSARY FIELD INVESTIGATIONS PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO GOVERNMENT. 3. NOTIFY THE DPW REPRESENTATIVE IN WRITING AT NOTIFY THE DPW REPRESENTATIVE IN WRITING AT LEAST 14 DAYS BEFORE ANY UTILITY OUTAGE OR ROAD CLOSURE.

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1. PRIOR TO ANY CHANGE OR MODIFICATION TO THESE DRAWINGS DUE TO ACTUAL CONDITIONS, DPW REPRESENTATIVE SHALL BE NOTIFIED FOR REVIEW AND APPROVAL. 2. CONSTRUCTION PROJECTS WHICH REQUIRE ANY TYPE OF CONSTRUCTION PROJECTS WHICH REQUIRE ANY TYPE OF DISTURBANCE OF THE SOIL MUST OBTAIN AN APPROVED EXCAVATION REQUEST PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL NOTIFY GOVERNMENT THE CONTRACTOR SHALL NOTIFY GOVERNMENT REPRESENTATIVE IF ANY SOIL DISCOLORATION, ODORS, RUBBISH AND/OR ANY ENVIRONMENTAL CONCERNS BE UNCOVERED, THE CONTRACTOR SHALL SUSPEND WORK ON THE SITE OF THE DISCOVERY AND CONTINUE OPERATIONS IN ALL OTHER AREAS. 4. CONTRACTOR MAY HAUL WATER FROM OUTSIDE FORT CONTRACTOR MAY HAUL WATER FROM OUTSIDE FORT BLISS, TX OR MAY USE AVAILABLE WATER ON SITE. IF THE CONTRACTOR DECIDES TO USE AVAILABLE WATER ON SITE, THE CONTRACTOR SHALL REQUEST A BACK FLOW PREVENTOR (BFP) AND WATER METER AT THE DPW BUILDING (BLDG 777). AFTER THE REQUEST HAS BEEN MADE, DPW WILL DIRECT THE CONTRACTOR TO FORT BLISS WATER. THE CONTRACTOR SHALL CONTACT FORT BLISS WATER SERVICES TO INSTALL THE BFP AND WATER METER DOWNSTREAM OF THE WATER SUPPLY TO MEASURE THE WATER CONSUMPTION AND REIMBURSE DPW FOR ALL WATER USED, IF REQUIRED. THE CONTRACTOR SHALL BE REQUIRED TO PUT DOWN A DEPOSIT FOR THE BFP AND WATER METER. THE CONTRACTOR SHALL COORDINATE WITH DPW SED FOR PAYMENT ARRANGEMENTS, IF REQUIRED. THE CONTRACTOR SHALL REPORT WATER CONSUMPTION TO DPW SED.

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GENERAL NOTES (EXISTING CONDITIONS)

E S C R

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M A R K

D A

D P

R T

BLDG.

11388

BIGGS PARK

SPLASH

PARK

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LEGEND

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File details come from the government source that posted it. Updated Aug 22, 2022.