DWG_FY22_Playground Replacement 453 and Safety Surfacing Replacement 11896.pdf
PDF 2 MB Posted
- Attached to
- Remove and Replace Playground B. 453 and Safety Surfacing Replacement B. 11896 Federal contract opportunity
- Solicitation number
- W911SG22B0017
About this file
This solicitation package seeks construction services for a playground replacement and safety surfacing project at Fort Bliss, Texas. The Department of the Army Materiel Command Mission and Installation Contracting Command at Fort Hood will award a firm-fixed-price contract with a period of performance of 180 calendar days after award to a Service Disabled Veteran Owned Small Business. The project scope includes removing and replacing playground equipment and safety surfacing at Facility 453 and safety surfacing replacement at Facility 11896. The procurement value is estimated between $500,000 to $1 million. Responses are due by the date and time specified in the solicitation.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Abstract of Offerors OF_1419 W911SG22B0017 Remove and Replace Playground signed.pdf | ||
| Abstract of Offerors OF_1419 cont sheet W911SG22B0017 Remove and Replace Playground.pdf | ||
| SOLICITATION AMENDMENT W911SG22B0017 0002 Remove and Replace Playground.pdf | ||
| SOLICITATION AMENDMENT W911SG22B0017 0001 Remove and Replace Playground.pdf | ||
| Amend.#1_DWG_FY22_Playground Replacement 453 & Safety Surfacing Replacement 11896_08232022.pdf | ||
| W911SG22B0017 Remove and Replace Playground SOLICITATION.pdf | ||
| W911SG22B0017 Remove and Replace Playground SOLICITATION.pdf |
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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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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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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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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 453 PLAYGROUND PROJECT
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PROJECT LOCATION MAP
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PROJECT LOCATIONS
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FAC. 453
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EXISTING WATER LINE
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MANHOLES
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GENERAL NOTES (EXISTING CONDITIONS)
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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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EXISTING STORM SEWER LINES
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FACILITY 453 PLAYGROUND PROJECT
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EXISTING PLAYGROUND STRUCTURE
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FACILITY 453 PLAYGROUND PROJECT
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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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EXISTING PLAYGROUND
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FACILITY 453 PLAYGROUND PROJECT
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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 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 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 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. THE CONTRACTOR SHALL OVERSEE CLEANING AND ENSURE 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. 11. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 12. THE GOVERNMENT RESERVES THE FIRST RIGHT OF REFUSAL 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. 13. ANY ITEMS SCHEDULED FOR DEMOLITION SUSPECTED TO ANY ITEMS SCHEDULED FOR DEMOLITION SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE COR PRIOR TO DEMOLITION. 14. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT ALL CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED TO ALLOW FOR CONSTRUCTION. 15. CONTRACTOR WILL FIELD VERIFY BEFORE MOVING ANY CONTRACTOR WILL FIELD VERIFY BEFORE MOVING ANY ABANDONED PENETRATIONS. 16. 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. 17. CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS 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. 18. THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS TO DISPOSE OF CONSTRUCTION MATERIALS. 19. BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.
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AutoCAD SHX Text REMOVE AND SALVAGE EXISTING CHAIN LINK FENCE POSTS AND FABRIC AND ALL WARNING SIGNAGE LOCATED ON COLUMNS, TURN OVER TO GOVERNMENT.
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FE-10053-1J
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NEW WORK PLAN
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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
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NEW WORK PLAN
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GENERAL NOTES
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AutoCAD SHX Text NEW PLAYGROUND STRUCTURE AND EQUIPMENT SYSTEM INCLUDING REINFORCED CONCRETE FOOTINGS IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. CONTRACTOR RESPONSIBLE FOR FURNISHING AND INSTALLING A COMPLETE AND OPERATIONAL PLAYGROUND INCLUDING BUT NOT LIMITED TO: PLAYGROUND EQUIPMENT AND ASSOCIATED, REINFORCED CONCRETE FOOTINGS, PLAYGROUND SAFETY SURFACING AND FABRIC, SURROUNDING BORDER AND ADA RAMP, AND ALL REQUIRED SIGNAGE. CONTRACTOR TO COMPLY WITH CURRENT BUILDING CODES, DOD STANDARDS, REGULATIONS, CERTIFICATIONS AND ORDINANCES.
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AutoCAD SHX Text NEW RUBBER MULCH PLAYGROUND SURFACING, 9" DEPTH, INCLUDING NEW FABRIC AND NEW SURROUNDING PLASTIC BORDER.
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AutoCAD SHX Text NEW FABRIC CANOPY AND ALL ASSOCIATED COMPONENTS, ATTACH TO EXISTING CANOPY STRUCTURE. COLOR TO BE REVIEWED AND APPROVED BY GOVERNMENT OFFICIAL.
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AutoCAD SHX Text NEW CANOPY KICKER. PREPARE AND PAINT ENTIRE, EXISTING CANOPY STRUCTURE. COLOR TO BE REVIEWED AND APPROVED BY GOVERNMENT OFFICIAL.
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EXISTING POWER POLE AND OVERHEAD POWER LINES, PROTECT DURING CONSTRUCTION.
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EXISTING SOD AND IRRIGATION LINES. PROTECT DURING CONSTRUCTION.
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AutoCAD SHX Text EXISTING LANDSCAPE ROCK AND METAL EDGING. CONTRACTOR TO REMOVE A PORTION OF THE METAL EDGING AND LANDSCAPE ROCK TO ALLOW FOR CONSTRUCTION. CONTRACTOR TO IDENTIFY IRRIGATION LINES OR BUBBLERS IN THE AREA SO AS NOT TO DISTURB OR BREAK. RE-INSTALL METAL EDGING AND ROCK ONCE CONSTRUCTION IS COMPLETE.
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AutoCAD SHX Text EXISTING CONCRETE RUN DOWN AND STEEL DIAMOND PLATE COVERS. PROTECT DURING CONSTRUCTION.
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AutoCAD SHX Text EXISTING CONCRETE SIDEWALK (AND CURB AT PARKING AREA). PROTECT DURING CONSTRUCTION.
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FACILITY 453 PLAYGROUND PROJECT
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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 PLAY STRUCTURES (AGE CONTRACTOR TO PROVIDE AND INSTALL PLAY STRUCTURES (AGE RANGE 5-12 YEARS), SURFACING, BORDERS, AND SIGNAGE NOTED ON DRAWING AS MANUFACTURED BY EXCERPLAY OR APPROVED EQUAL INCLUDING CONCRETE FOOTINGS IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. COLOR SELECTION TO BE FROM FULL RANGE OF MANUFACTURERS COLOR SELECTION FOR REVIEW AND APPROVAL BY GOVERNMENT OFFICIAL. ALL EQUIPMENT MUST BE FACTORY FINISHED. ALL INSTALLED PLAY STRUCTURES AND SURFACING MUST BE IPEMA (INTERNATIONAL PLAY EQUIPMENT MANUFACTURERS ASSOCIATION) CERTIFIED AND CONFORM TO THE REQUIREMENTS OF ASTM F1487-11, ASTM F1951-99, AND ASTM F1292-99 OR -04. 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.
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NEW SIGNAGE WITH PLAYGROUND AGE RANGE INFORMATION
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NEW PLAYGROUND ACCESS RAMP
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NEW CONCRETE SIDEWALK
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PLAYGROUND EQUIPMENT PLAN - FOR REFERENCE ONLY
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PLAYGROUND EQUIPMENT PLAN
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FACILITY 453 PLAYGROUND PROJECT
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1. CONTRACTOR TO PROVIDE AND INSTALL PLAY STRUCTURES CONTRACTOR TO PROVIDE AND INSTALL PLAY STRUCTURES (AGE RANGE 5-12 YEARS), SURFACING, BORDERS, AND SIGNAGE NOTED ON DRAWING AS MANUFACTURED BY EXCERPLAY OR APPROVED EQUAL INCLUDING CONCRETE FOOTINGS IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. COLOR SELECTION TO BE FROM FULL RANGE OF MANUFACTURERS COLOR SELECTION FOR REVIEW AND APPROVAL BY GOVERNMENT OFFICAL. ALL EQUIPMENT MUST BE FACTORY FINISHED. ALL INSTALLED PLAY STRUCTURES AND SURFACING MUST BE IPEMA (INTERNATIONAL PLAY EQUIPMENT MANUFACTURERS ASSOCIATION) CERTIFIED AND CONFORM TO THE REQUIREMENTS OF ASTM F1487-11, ASTM F1951-99, AND ASTM F1292-99 OR -04.
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CONCRETE NOTES
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1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 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 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. 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. 5. FOR SIDEWALKS USE WIRE MESH REINFORCEMENT FOR SIDEWALKS USE WIRE MESH REINFORCEMENT CONFORMING TO ASTM A1064/A1064M. 6. SIDEWALKS. SET FORMS FOR SIDEWALKS WITH THE UPPER SIDEWALKS. SET FORMS FOR SIDEWALKS WITH THE UPPER EDGE TRUE TO LINE AND GRADE WITH AN ALLOWABLE TOLERANCE OF 1/8 INCH IN ANY 10 FOOT LONG SECTION. AFTER FORMS ARE SET, GRADE AND ALIGNMENT MUST BE CHECKED WIT A 10 FOOT STRAIGHTEDGE. SIDEWALKS MUST HAVE A TRANSVERSE SLOPE AS INDICATED. DO NOT REMOVE SIDE FORMS LESS THAN 12 HOURS AFTER FINISHING HAS BEEN COMPLETED. 7. USE COLD-APPLIED JOINT SEALANT CONFORMING TO ASTM USE COLD-APPLIED JOINT SEALANT CONFORMING TO ASTM C920 OR ASTM D5893/D5893M FOR SIDEWALKS AND CURBS. 8. CURB AND SIDEWALK SURFACE AND THICKNESS CURB AND SIDEWALK SURFACE AND THICKNESS TOLERANCES. FINISHED SURFACES MUST NOT VARY MORE THAN 1/4 INCH FORM THE TESTING EDGE OF A 10-FOOT STRAIGHTEDGE. PERMISSIBLE DEFICIENCY IN SECTION THICKNESS WILL BE UP TO 1/4 INCH.
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