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LOCATION MAP NEW YORK CORTLAND COUNTY AIRPORT VICINITY MAP PREPARED BY: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SEALED PE_DATE PE_NO NYSDOT P.I.N. - 3903.08 COUNTY OF CORTLAND 49 COURT STREET BINGHATON, NEW YORK 13902 (607) 723-9421 WWW.MJINC.COM PREPARED FOR: JET-A FUEL FARM & 100LL FUEL SYSTEM UPGRADES ADAM J. FROSINO 088870 FEBRUARY 2018 CONSTRUCTION BID SET TOWN OF CORTLANDVILLE STATE OF NEW YORK MCFARLAND JOHNSON PROJECT NUMBER: 17807.06 CORTLAND CO. AIRPORT - CHASE FIELD FEBRUARY 2018 CORTLAND COUNTY 60 CENTRAL AVENUE CORTLAND, NEW YORK 13045 (607) 753-9377 WWW.CORTLAND-CO.ORG HIGHLAND ROAD ROUTE 222 LUKER ROAD MCLEAN ROAD TOMPKINS STREET LANKLER DRIVE WEST ROAD FAIRVIEW ROAD CORTLAND COUNTY AIRPORT ---PAGE BREAK--- 1. THE CONTRACTOR'S ATTENTION IS DRAWN TO THE FACT THAT THE EXISTING PAVEMENTS ON THE AIRPORT WERE DESIGNED FOR LOADS THAT ARE TYPICALLY EXCEEDED BY THOSE ANTICIPATED DURING CONSTRUCTION. THE CONTRACTOR SHALL BEAR THIS IN MIND WHEN SELECTING EQUIPMENT, DETERMINING LOADS, AND IDENTIFYING HAUL ROUTES. DAMAGE CAUSED TO EXISTING PAVEMENTS DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 1. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION HEALTH AND SAFETY PLAN (HSP) TO THE RESIDENT ENGINEER PRIOR TO THE START OF CONSTRUCTION TO MAXIMIZE SAFETY WHILE WORKING WITH AND ADJACENT TO EXISTING HIGH-VOLUME AIRCRAFT FUEL STORAGE AND DISTRIBUTION SYSTEMS. 2. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN ACCESS TO EXISTING AVGAS FACILITY AT ALL TIMES DURING CONSTRUCTION, FOR AIRCRAFT AND GROUND VEHICLES. THIS INCLUDES BULK FUEL DELIVERY TRACTOR TRAILERS. THERE WILL BE AN EXCEPTION TO THIS DURING SCHEDULED FOUR-CALENDAR DAY, MAXIMUM SHUT DOWNTIME FOR THE SWITCH-OVER TO NEW JET-A FUEL TANK. SEE CONSTRUCTION PHASING PLAN TABLE ON SHEET CS-01, CONSTRUCTION SAFETY AND PHASING PLAN. 3. ALL WORK IN THIS CONTRACT SHALL BE PERFORMED IN ACCORDANCE WITH: -NFPA 30 - FLAMMABLE AND COMBUSTIBLE LIQUIDS, 2012 -NFPA 407 - STANDARD FOR AIRCRAFT FUEL SERVICING, 2015 -NFPA 70E - STANDARD FOR ELECTRICAL SAFETY IN THE WORKLPACE; INTERNATIONAL FIRE CODE, 2012 4. THE CONTRACTOR SHALL SUBMIT A TANK LIFTING AND SETTING PLAN TO THE ENGINEER FOR REVIEW, A MINIMUM OF SEVEN CALENDAR DAYS PRIOR TO THE SCHEDULED DELIVERY OF THE JET-A FUEL TANK. THE PLAN SHALL DETAIL THE PROPOSED SIZE, TYPE AND LOCATION OF THE CRANE, TANK DELIVERY ROUTE AND PROPOSED SETTING OF THE NEW TANK. SPECIAL NOTES REGARDING SITE & REGULATORY REQUIREMENTS GENERAL NOTES GENERAL CONSTRUCTION NOTES AVIATION NOTES CONTRACTOR'S SPECIAL PAVEMENT NOTE 1. THE CONTRACTOR SHALL COMPLY WITH FAA ADVISORY CIRCULAR (AC) 150/5370-2G, THE PROJECT SPECIFICATIONS, AND THE PLANS FOR GUIDANCE ON OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION. ALL DEBRIS DEPOSITED ON ANY AIRPORT PAVEMENT SHALL BE REMOVED CONTINUOUSLY DURING THE COURSE OF WORK. IN ADDITION, THE CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS TO PREVENT MATERIALS FROM ESCAPING FROM THE WORK AND/OR STOCKPILE AREAS. SEE SPECIFICATION FOR ITEM S619, WORK ZONE TRAFFIC CONTROL. 2. THE CONTRACTOR SHALL PROVIDE QUALIFIED FLAGGERS WHO ARE RESPONSIBLE FOR THE CONTROL OF MOVEMENT OF THE CONTRACTOR'S EQUIPMENT AND PERSONNEL ACROSS ALL ACTIVE AIR OPERATIONS (AOA'S). THE COST OF THIS WORK SHALL BE INCLUDED IN ITEM S619, WORK ZONE TRAFFIC CONTROL. ANY MOVEMENT OF CONTRACTOR'S VEHICLES AND EQUIPMENT MUST BE FIRST CONFIRMED BY THE DRIVER'S PERSONAL OBSERVATION THAT NO AIRCRAFT IS APPROACHING HIS POSITION AND THAT ALL ACTIVE PAVEMENT CROSSINGS ARE CLEAN. A FULLY OPERATIONAL VACUUM TRUCK SHALL BE KEPT ON SITE TO REMOVE ALL FOREIGN OBJECT DEBRIS (FOD). 3. NOTICE TO AIRMEN (NOTAM) ON ALL CONSTRUCTION ACTIVITIES WILL BE DIRECTED THROUGH THE ENGINEER AND ISSUED BY THE AIRPORT. ALL CLOSURES OF ANY PORTION OF A TAXIWAY, AIRCRAFT APRON OR RUNWAY WILL REQUIRE A MINIMUM OF 72 HOURS NOTICE PRIOR TO THE REQUESTED CLOSURE. REQUESTS FOR CLOSURE MUST BE MADE THROUGH THE ENGINEER AND WILL BE COORDINATED WITH THE AIRPORT. THE AUTHORITY TO CLOSE ANY AIRPORT FACILITY RESTS ENTIRELY WITH THE AIRPORT. 4. ALL UTILITY CONNECTIONS TO THE STAGING AREA ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS WORK SHALL BE PAID FOR UNDER MOBILIZATION, ITEM S699. 5. ALL CONSTRUCTION EQUIPMENT MUST MAINTAIN A DISTANCE GREATER THAN 25 FEET FROM ANY PARKED AIRCRAFT. 6. AT THE COMPLETION OF WORK IN ANY CONSTRUCTION PERIOD, AND PRIOR TO THE SCHEDULED OPENING OF THE DESIGNATED AIRFIELD FACILITY, AN INSPECTION TO DETERMINE WHETHER THE RESPECTIVE AIRPORT FACILITIES ARE IN THE APPROPRIATE CONDITION TO BE OPENED WILL BE PERFORMED BY THE ENGINEER AND A REPRESENTATIVE OF THE AIRPORT. THE CONTRACTOR'S CONSTRUCTION SUPERVISOR MUST BE PRESENT DURING THIS INSPECTION. 7. CONTRACTOR SHALL DESIGNATE ONE PRINCIPAL PERSON AND TWO BACKUP PEOPLE WHO CAN BE CONTACTED 24 HOURS A DAY IN THE EVENT OF AN EMERGENCY. THESE PEOPLE SHALL BE AUTHORIZED TO MAKE DECISIONS ON THE COMPANY'S BEHALF AND MUST PHYSICALLY RESPOND WITHIN ONE HOUR. 8. ACCESS FOR AIRPORT RESCUE AND FIRE FIGHTING EQUIPMENT AND PERSONNEL, AIRCRAFT AND AIRPORT MAINTENANCE EQUIPMENT SHALL BE MAINTAINED AT ALL TIMES. THE AIRPORT RESCUE AND FIRE FIGHTING OPERATIONS, AIRCRAFT AND AIRPORT MAINTENANCE EQUIPMENT SHALL HAVE RIGHT-OF-WAY OVER ALL CONTRACTORS OPERATIONS AT ALL TIMES. 9. ATTENTION IS DIRECTED TO THE DATUM USED IN THESE PLANS. ALL BENCHMARK AND CONSTRUCTION ELEVATIONS SHOWN IN THESE PLANS ARE FROM A USGS DATUM, NAVD 88. 10. THE CONTRACTOR SHALL FURNISH AND PLACE THREE 2"X4" WOOD MARKERS AT LOCATIONS OF EXISTING MONUMENTS TO REMAIN AS INDICATED ON THE PLANS OR AS ORDERED BY THE ENGINEER. THE 2"X4" MARKERS SHALL BE 4' LONG AND SHALL BE FIRMLY EMBEDDED 18" INTO THE GROUND. 11. HORIZONTAL & VERTICAL CONTROL AS INDICATED ON SHEET GP-01. 12. UTILITIES SHOWN ARE FROM ACTUAL FIELD LOCATIONS AND RECORD PLANS. THEIR EXACT LOCATION MAY DIFFER FROM THAT AS SHOWN AND OTHERS MAY EXIST THAT ARE NOT SHOWN. 13. USE OF THE WORD "PROPOSED" THROUGHOUT THE CONTRACT DOCUMENTS REFERS TO WORK WITHIN THIS CONTRACT DIRECTED TO THE CONTRACTOR. 14. THE COST OF ALL WORK IN THIS CONTRACT SHALL BE INCLUDED IN THE UMP SUM PRICES BID FOR ITEM S699, MOBILIZATION AND T-100-5.1, FUEL TANKS, DISPENSING, CONTROL & MONITORING SYSTEMS. OTHER SPECIFICATION SECTION AND ITEM REFERENCES PROVIDED IN THESE PLANS REFERENCE THE REQUIREMENTS FOR CONSTRUCTION OF THAT ITEM. 1. IN ADDITION TO NORMAL SAFETY PRECAUTIONS EXPECTED OF THE CONTRACTOR, IT IS NOTED THAT SPECIAL CONSIDERATIONS MUST BE GIVEN TO THE FACT THAT CONSTRUCTION ACTIVITY WILL BE TAKING PLACE WITHIN THE CONFINES OF AN ACTIVE AIRPORT. IN THIS REGARD, NO EQUIPMENT OR MATERIAL CAN BE LOCATED SO AS TO OBSTRUCT THE SAFE FLOW OF TRAFFIC ON THE EXISTING RUNWAY, TAXIWAY, AND AIRCRAFT PARKING SURFACES. PARTICULAR ATTENTION MUST BE GIVEN TO THE USE OF TAXIWAYS FOR THE PURPOSE OF MOVING OR PARKING EQUIPMENT. 2. ALL CONSTRUCTION VEHICLES OPERATING ON AIRPORT PROPERTY MUST DISPLAY AN FAA-APPROVED FLAG ON A STAFF OR ATTACHED TO THE VEHICLE SO THAT THE FLAG WILL BE READILY VISIBLE. THE FLAG SHALL NOT BE LESS THAN THREE FEET SQUARE CONSISTING OF AVIATION ORANGE AND WHITE SQUARES OF NOT LESS THAN 1 FOOT ON EACH SIDE. ROTATING AMBER BEACONS SHALL BE USED AT NIGHT. 3. THE CONTRACTOR'S JOB SUPERINTENDENT IS TO MEET WITH THE OWNERS ON-SITE REPRESENTATIVE PRIOR TO THE START OF EACH WORKING DAY TO COORDINATE DAILY CONSTRUCTION ACTIVITIES. 4. ALL INTERRUPTION OF APRON, TAXIWAY OR RUNWAY LIGHTING SHALL BE COORDINATED WITH THE OWNER/ENGINEER AND SUBJECT TO THE APPROVAL OF THE OWNER. 5. THE ACCESS ROUTES ILLUSTRATED ON THE PLAN ARE TO BE USED FOR ACCESS TO THE WORK AREAS. ALL ACCESS ROADS TO STAGING AREAS AND/OR WORK AREAS ARE TO BE MAINTAINED BY THE CONTRACTOR. THESE ROADS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR UPON COMPLETION OF THE PROJECT. 6. ANY FINES ASSESSED TO THE AIRPORT DUE TO VIOLATIONS BY THE CONTRACTOR OF FAA SECURITY REQUIREMENTS SHALL BE PAID BY THE CONTRACTOR. 7. ANY FINES ASSESSED TO THE AIRPORT DUE TO VIOLATIONS BY THE CONTRACTOR OF NYSDEC STORMWATER RUNOFF REQUIREMENTS SHALL BE PAID BY THE CONTRACTOR. 1. THE PLANS SHOW SUBSURFACE STRUCTURES, ABOVE-GROUND STRUCTURES AND/OR UTILITIES FROM FIELD LOCATION AND RECORD MAPPING, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN, AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 72 HOURS BEFORE YOU DIG, DRILL, OR BLAST, CALL DIG SAFELY NEW YORK 1 (800) 962-7962. 2. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED WRITTEN APPROVAL OF THE ENGINEER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. AND SHALL COMPLY WITH ALL REQUIRED PERMITS. 4. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES, STANDARDS, ORDINANCES, RULES AND REGULATIONS. 5. ALL FUEL-RELATED WORK IN THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC), PART 13, PETROLEUM BULK STORAGE. 6. THE CONTRACTOR SHALL: A. VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. B. EXAMINE THE SITE AND INCLUDE IN HIS WORK CONSIDERATION FOR THE EFFECT OF ALL EXISTING CONDITIONS ON THE WORK. C. PROVIDE AND INSTALL ALL MATERIALS AND PERFORM ALL WORK IN ACCORDANCE WITH THESE CONTRACT PLANS AND SPECIFICATIONS. D. HOLD THE OWNER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING FROM WORK DONE BY THE CONTRACTOR ON THE SITE. 7. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN ACCORDANCE WITH THE LATEST REVISIONS OF NEW YORK STATE INDUSTRIAL CODE PART 23 AND OSHA REGULATIONS FOR CONSTRUCTION. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF WORK. CONTRACTOR SHALL MAINTAIN EXISTING SITE DRAINAGE PATTERNS THROUGHOUT CONSTRUCTION. 9. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THE ENGINEER AND THE UTILITY OWNER. NOTIFY THE ENGINEER AND THE UTILITY OWNER 72 HOURS BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE. ESTIMATE OF QUANTITIES BASE BID ITEM NO. DESCRIPTION UNIT QUANTITY S699 MOBILIZATION MAX) LS 1 T-100-5.1 FUEL TANKS, DISPENSING, CONTROL & MONITORING SYSTEMS - BASE BID LS 1 T-100-5.1A FUEL TANKS, DISPENSING, CONTROL & MONITORING SYSTEMS - ADD ALT LS 1 1. TOPOGRAPHIC SURVEY PROVIDED BY PRUDENT ENGINEERING, NOVEMBER 2017. 2. THE COORDINATE DATUM IS BASED ON NEW YORK STATE PLANE COORDINATE SYSTEM - CENTRAL ZONE, NAD83 (2011) WITH A GRID SCALE FACTOR OF 0.99989769, VERTICAL DATUM IS NAVD88 (NYSNET) SURVEY NOTES * NOTE - BASE BID INCLUDES A 10,000 GALLON CAPACITY TANK, WHILE THE ADD ALT BID INCLUDES A 12,000 GALLON CAPACITY TANK. SEE CONTRACT TECHNICAL SPECIFICATIONS FOR DETAILS. , CONSTRUCTION BID SET CORTLAND CO. AIRPORT - CHASE FIELD STATE OF NEW YORK TOWN OF CORTLANDVILLE GENERAL NOTES, ESTIMATE OF QUANTITIES AND SHEET INDEX JET-A FUEL FARM & 100LL FUEL SYSTEM UPGRADES GN-01 SHEET INDEX Sheet: DESCRIPTION: CV-01 COVER SHEET GN-01 GENERAL NOTES, ESTIMATE OF QUANTITIES AND SHEET INDEX GP-01 HORIZONTAL & VERTICAL CONTROL CS-01 CONSTRUCTION SAFETY AND PHASING PLAN SP-01 SITE, GRADING, EROSION CONTROL PLAN SP-02 DETAILED SITE LAYOUT PLAN UT-01 UTILITY PLAN TD-01 TANK DETAILS TD-02 TANK DETAILS DT-01 TANK SIGNAGE SHEET ED-01 ELECTRICAL DETAILS ED-02 ELECTRICAL DETAILS MD-01 MISCELLANEOUS DETAILS ST-1.0 FOUNDATION PLAN & SECTIONS ST-2.0 SECTIONS & NOTES ---PAGE BREAK--- EXISTING APRON NEW YORK STATE ROUTE #222 (OLD GROTON ROAD) HANGAR HANGAR PROPOSED JET-A FUEL TANK SRE BUILDING HANGAR BENCHMARK NO. 1 N:945284.16 E:919072.09 ELEVATION = 1178.06 CUT X ON SW CORNER OF DS , CONSTRUCTION BID SET CORTLAND CO. AIRPORT - CHASE FIELD STATE OF NEW YORK TOWN OF CORTLANDVILLE HORIZONTAL & VERTICAL CONTROL JET-A FUEL FARM & 100LL FUEL SYSTEM UPGRADES GP-01 NOTE: BASELINE TIES AND ADDITIONAL FIELD POINTS WITHIN THE AIRPORT PROPERTY UTILIZED BY THE DESIGN SURVEY TEAM CAN BE PROVIDED PRIOR TO CONSTRUCTION AS SUPPLEMENTARY INFORMATION TO THE CONTRACTOR. ---PAGE BREAK--- EXISTING APRON NEW YORK STATE ROUTE #222 (OLD GROTON ROAD) SRE BUILDING HANGAR HANGAR MAIN HANGAR 1 MAIN HANGAR 2 TAXIWAY PROPOSED JET-A FUEL TANK MAIN GATE (CONTRACTORS ACCESS) EXISTING POLE #69 1/2 WORK AREA I EDGE OF PAVEMENT GRASS TAXIWAY SAFETY AREA TAXIWAY SAFETY AREA RUNWAY OBJECT FREE ZONE RUNWAY SAFETY AREA EXISTING AVGAS/ 100LL FUEL ISLAND WORK AREA II (SEE CONSTRUCTION PHASING NOTES 13 & 14, THIS SHEET) 1 CS-01 EDGE OF EXISTING PAVEMENT ASPHALT SEE CONSTRUCTION PHASING NOTE 15, THIS SHEET 20' STANDARD CHANNELIZING CONE, EVERY 25' MAX. TO DEFINE CONTRACTOR'S HAUL ROUTE TO WORK AREA II. SEE CONSTRUCTION PHASING NOTE 7, THIS SHEET. 2 MD-01 TEMPORARY STOP SIGNS, SEE CONSTRUCTION PHASING NOTES 6 AND 13, THIS SHEET HANGAR HANGAR BUILDING RESTRICTION LINE SEE CONSTRUCTION PHASING NOTE 16 SEE CONSTRUCTION PHASING NOTE 17 , CONSTRUCTION BID SET CORTLAND CO. AIRPORT - CHASE FIELD STATE OF NEW YORK TOWN OF CORTLANDVILLE CONSTRUCTION SAFETY AND PHASING PLAN JET-A FUEL FARM & 100LL FUEL SYSTEM UPGRADES CS-01 TEMPORARY STOP DETAIL NOT TO SCALE LEGEND EXISTING BUILDING EXISTING AIRCRAFT TIE-DOWN EXISTING FENCE EXISTING UTILITY/LIGHT POLE EXISTING AVIATION LIGHT CONTRACTOR'S HAUL ROUTE LOW-PROFILE CONSTRUCTION BARRICADE OR STANDARD CHANNELIZING CONE (MUTCD SECTION 6F.64) CONTRACTOR'S STAGING AREA/EMPLOYEE PARKING WORK AREA I WORK AREA II FLAGGER CONSTRUCTION PHASING NOTES: 1. ALL WORK MUST COMPLY WITH THE REQUIREMENTS OF FAA AC 150/5370-2G , OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION. SEE GENERAL CONSTRUCTION PHASING AND SAFETY NOTES. 2. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE AND HEALTH & SAFETY PLAN TO THE ENGINEER PRIOR TO COMMENCING WORK ON THE AIRPORT. THIS SCHEDULE SHALL BE REVISED WEEKLY. NO WORK WILL BE ALLOWED OUTSIDE THE AREAS INCLUDED IN THE APPROVED SCHEDULE. 3. PRIOR TO OPENING THE APRON TO AIR TRAFFIC, THE APRON WILL BE INSPECTED BY THE CONTRACTOR AND THE ENGINEER. INSPECTIONS WILL BE SCHEDULED IMMEDIATELY FOLLOWING THE COMPLETION OF THE CONSTRUCTION ACTIVITIES WHICH CAUSED THE AREA TO BE CLOSED. 4. THE CONTRACTOR SHALL COORDINATE ALL CLOSURES WITH THE OWNER. THE CONTRACTOR MUST NOTIFY THE OWNER AND THE ENGINEER OF ANY WORK THAT MAY AFFECT ACCESS TO AIRCRAFT FUEL, A MINIMUM OF 72 HOURS PRIOR TO COMMENCING WORK. 5. ALL CONTRACTOR'S EMPLOYEE'S VEHICLES MUST REMAIN IN CONTRACTOR/EMPLOYEE PARKING AREA. 6. CONTRACTOR SHALL PROVIDE ESCORT TO AND FROM THE CONTRACTORS STAGING AREA AND WORK AREAS FOR ALL MATERIAL DELIVERIES. DRIVER ESCORT MUST BE EQUIPPED WITH RADIO AND OPERATIONAL AMBER BEACON (LIGHT) FOR AIRCRAFT COMMUNICATIONS. 7. CONTRACTOR'S VEHICLES, EQUIPMENT & MANPOWER SHALL YIELD TO AIRCRAFT AT ALL TIMES. CONTRACTOR SHALL BE REQUIRED TO TEMPORARILY REMOVE OR RELOCATE CONES AND BARRICADES TO PERMIT THE SAFE TAXIING OF AIRCRAFT. 8. CONSTRUCTION EQUIPMENT IS NOT PERMITTED IN RUNWAY SAFETY AREA (RSA), TAXIWAY SAFETY AREA (TSA) AND TAXIWAY OBJECT FREE AREA (TOFA) DURING AIRCRAFT OPERATIONS. ALL EQUIPMENT SHALL BE REMOVED FROM INSIDE ALL SAFETY AND OBJECT FREE AREA LIMITS DURING AIRCRAFT LANDING AND TAKEOFFS. 9. ALL MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES SHALL BE INSTALLED BY THE CONTRACTOR, CHECKED AND APPROVED BY THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. 10. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO THE OWNER AND ENGINEER OF THE SCHEDULED DELIVERY OF THE NEW JET-A FUEL TANK FOR SAFE TRANSPORT ON THE AIRPORT AND INSTALLATION. 11. ALL MAINTENANCE AND PROTECTION OF TRAFFIC (MPT) MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATION FOR ITEM S619. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR MAINTENANCE AND PROTECTION OF TRAFFIC. ALL MPT WORK SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR ITEM T-100-5.1 12. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND AIRPORT A MINIMUM OF SEVEN DAYS PRIOR TO SAW CUTTING, TRENCHING, ELECTRICAL AND TELEPHONE INSTALLATION AND RESTORATION. 13. CONTRACTOR SHALL PLACE STOP SIGNS, BARRICADES AND ALL MPT MEASURES PRIOR TO THE START OF CONSTRUCTION. ALL MEASURES SHALL BE INSPECTED BY THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. 14. THE CONTRACTOR SHALL HAVE A THREE CALENDAR DAY TIME PERIOD TO COMPLETE THE WORK IN WORK AREA II. MINIMUM FIVE CALENDAR DAY NOTICE IS REQUIRED PRIOR TO TEMPORARY SHUT DOWN OF AVGAS FUEL SYSTEM TO PERMIT NOTAM & NOTIFICATION TO BE ISSUED. 15. NO OPEN TRENCHING IS REQUIRED BETWEEN POLE 69 1 2 AND AREA IMMEDIATELY NORTH OF SRE BUILDING. CONTRACTOR'S WORK AREA INCLUDES PULLING COMMUNICATIONS CABLE THROUGH EXISTING UNDERGROUND CONDUIT. 16. THE CONTRACTOR SHALL PLACE A FLAGGER AT THE AIRPORT GATE (CONTRACTOR'S ENTRY & EXIT) AT ALL TIMES THAT THE CONTRACTOR'S VEHICLES AND EQUIPMENT, OR MATERIAL DELIVERIES TO THE SITE ENTER OR EXIT THROUGH THE GATE. THE FLAGGER SHALL STOP CONSTRUCTION AND DELIVERY VEHICLES ONLY, WHICH SHALL YIELD TO AIRCRAFT AT ALL TIMES, AND AT NO TIME SHALL THE FLAGGER ATTEMPT TO STOP OR IMPEDE THE SAFE TAXIING OF AIRCRAFT. 17. THE CONTRACTOR SHALL PLACE BARRICADES, AS SHOWN, ACROSS THE TAXILANE BETWEEN THE SOUTHERN-MOST T-HANGAR AND CONTRACTOR'S STAGING AREA AND EMPLOYEE PARKING. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 14 CALENDAR DAYS NOTICE TO THE AIRCRAFT MANAGER, TO PERMIT NOTIFICATION OF AIRCRAFT OWNERS THAT THEY MAY TEMPORARILY RELOCATE THEIR AIRCRAFT FROM THE SOUTHERN-MOST T-HANGAR, OR THAT THE AIRCRAFT OWNERS WILL BE REQUIRED TO USE A TEMPORARY TAXIING PATTERN, BETWEEN TWO T-HANGARS. WORK AREA DESCRIPTION OF WORK BARRICADE LOCATIONS DURATION COMMENTS I - MOBILIZATION - STAGING AREA SETUP - MAINTENANCE AND PROTECTION OF TRAFFIC - SURVEY/ STAKEOUT - SITE GRADING - INSTALL ELECTRICAL CONDUIT & CABLE - INSTALL NEW CONCRETE FUEL ISLAND/ CONTAINMENT STRUCTURE - INSTALL NEW ABOVE GROUND JET-A FUEL TANK - INSTALL NEW JET-A PUMP SKIDS - FINAL CONNECTIONS, START-UP, AND TESTING SEE PLAN FOR LOCATION OR ADBE 30 CALENDAR DAYS AIRCRAFT APRON TO REMAIN OPEN TO TRAFFIC TEMPORARY "STOP" SIGN MUTCD RD-1, MOUNTED ON PORTABLE BASE NOTE: SHOULD SIGN BE LARGER THAN 30" x 30", IT SHALL BE MOVED OUTSIDE THE LIMITS OF THE TAXIWAY OBJECT-FREE AREA. II - MAINTENANCE AND PROTECTION OF TRAFFIC - REPLACE AVGAS FUEL PUMP HEAD - STARTUP AND TESTING SEE PLAN FOR LOCATION OR ADBE 5 CALENDAR DAYS AIRCRAFT APRON TO REMAIN OPEN TO TRAFFIC 1 ---PAGE BREAK--- UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE SF SF SF SF SF SF SF SF SF SF SF SF UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT EXISTING SNOW REMOVAL EQUIPMENT BUILDING 16' 42' 40' 8' 1 ON 4 4' TYP EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING ASPHALT SRE PARKING LOT EDGE OF PAVEMENT PROPOSED HANDHOLES N:945242.4 E:919102.1 SEE DETAIL 1, SHEET ED-01 12' PROPOSED CONCRETE FUEL TANK APPROACH. SEE DETAIL 1 SHEET MD-01. 1173.86 1173.53 1173.60 1173.46 BOTTOM OF CURB BOTTOM OF CURB PROPOSED HANDHOLES N:945333.4 E:919052.1 SEE DETAIL 1, SHEET ED-01 START OF 3' CURB TRANSITION FUEL PUMP/ OPERATIONS SKID AREA X 22') SEE DETAIL 7, SHEET MD-01. PROPOSED JET-A FUEL TANK. SEE DRAWINGS TD-01 & TD-02 FOR DETAILS. TANK STRUCTURAL SLAB & CONTAINMENT AREA (16' X 40') ELEV. 1170.46 - SEE DWG. ST-1.0 & ST-2.0 FOR DETAILS PROPOSED CURB EXISTING LIGHT TO BE MAINTAINED SAWCUT 86 LF EXISTING PAVEMENT ABANDONED CONDUIT EXISTING ELECTRIC PANEL. SEE DETAIL 2, DRAWING ED-01. 5' MIN CONTRACTOR TO EXCAVATE TEST PIT IN THIS AREA TO RECOVER THE SPARE 2" CONDUIT FOR NEW COMM/ TELEPHONE. COORDINATION WITH THE AIRPORT MAINTENANCE WORKER AND HAND DIGGING WILL BE REQUIRED. CABLE TO BE PULLED FROM POLE# 69 1 2 IN EXISTING (SPARE) 2" CONDUIT LOCATION OF EMERGENCY FUEL SHUTOFF BUTTON/ SWITCH AND NEW ELECTRIC PANEL. SEE DETAILS 4 AND 5, DWG. DT-01 SURVEY CONTROL BM #1 BENCHMARK TABLE, GP-01 PROPOSED ELECTRICAL AND COMMUNICATION CONDUITS SEE DETAIL 3, SHEET ED-01 LIMIT OF DISTURBANCE TOPSOIL ESTABLISH TURF, SEED AND MULCH (±3800 SF) START OF 3' CURB TRANSITION PROPOSED BOLLARD (TYP) SEE DETAIL SHEET MD-01 BOTTOM OF CURB ELEV. = 1173.66 BOTTOM OF CURB ELEV. = 1174.15 YELLOW TAXILANE CENTERLINE EXISTING ASPHALT AIRCRAFT PARKING APRON. HANGAR EXISTING LIGHT TO BE MAINTAINED MAX 5-10% SLOPE AWAY FROM DIKE WALL MIN. WIDTH) SUMP PIT AND GRATE, SEE DETAIL 2, SHEET ST-1. EXISTING ELECTRICAL PULLBOXES/CONCRETE PAD , CONSTRUCTION BID SET CORTLAND CO. AIRPORT - CHASE FIELD STATE OF NEW YORK TOWN OF CORTLANDVILLE SITE, GRADING, EROSION CONTROL PLAN JET-A FUEL FARM & 100LL FUEL SYSTEM UPGRADES SP-01 LEGEND: UE UT PROPOSED HANDHOLE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED UNDERGROUND ELECTRICAL DUCT EXISTING UNDERGROUND ELECTRIC PROPOSED UNDERGROUND COMMUNICATIONS DUCT EXISTING SNOW REMOVAL EQUIPMENT BUILDING PROPOSED JET-A FUEL TANK PAD PROPOSED SILT FENCE SF ---PAGE BREAK--- UE UE UE UE UE UE UE UE UE UE UE UE SF SF SF SF SF SF SF SF SF SF SF SF SF F SF SF SF SF UT UT UT UT UT UT UT UT UT 16' 42' 40' 8' PROPOSED BOLLARD (TYP) SEE DETAIL SHEET MD-01 4' TYP 12' PROPOSED CONCRETE FUEL TANK APPROACH START 3' CURB TRANSITION START 3' CURB TRANSITION PROPOSED JET-A FUEL TANK. SEE DRAWINGS TD-01 & TD-02 FOR DETAILS. TANK STRUCTURAL SLAB & CONTAINMENT AREA (16' X 40') PROPOSED CONCRETE CURB EXISTING LIGHT TO BE MAINTAINED SAWCUT 86 LF EXISTING PAVEMENT PROPOSED ELECTRIC AND COMMUNICATION SERVICE PEDESTAL. SEE DETAIL 2, DWG. ED-01 N:945256.54 E:919257.51 N:945237.26 E:919268.10 N:945273.20 E:919248.37 N:945220.60 E:919277.24 N:945215.22 E:919295.71 N:945289.49 E:919253.11 N:945233.89 E:919261.96 N:945253.18 E:919251.37 N:945255.08 E:919248.61 N:945235.84 E:919213.55 N:945221.81 E:919221.25 N:945241.06 E:919256.31 FUEL MANAGEMENT SYSTEM/ CREDIT CARD PEDESTAL JET FUEL DISPENSING SKID SEE DRAWING TD-02 CONTAINMENT DIKE LADDER SEE DRAWING ST-2.0 PROPOSED LIGHT POLE SEE DETAILS 5 & 6, DWG. MD-01 CONTAINMENT DIKE SUMP AND GRATE SEE DETAIL 2, SHEET ST-1.0 SUMP PUMP SHALL BE A 1.0 HP, EXTERIOR GRADE SUBMERSIBLE PUMP CONTAINED WITHIN THE SUMP PIT. FEATURES SHOULD INCLUDE ON/OFF/TIMER SWITCH AND APPROPRIATE PLUMBING TO DISCHARGE OUTSIDE THE CONTAINMENT DIKE WALLS. TO SRE BUILDING PROPOSED CONDUITS, SEE DETAIL 3, DWG. ED-01 ELECTRICAL & COMMUNICATION CONDUITS. FINAL LOCATIONS OF CONDUITS AND SWEEPS IN THE CONCRETE FUEL EQUIPMENT AREA TO BE COORDINATED IN THE FIELD BETWEEN GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR. NFPA SIGN BOARD SEE DETAIL 4, DWG. DT-01 BOTTOM OF CURB BOTTOM OF CURB BOTTOM OF CURB BOTTOM OF CURB BOTTOM OF CURB BOTTOM OF CURB BOTTOM OF CURB BOTTOM OF CURB TOP OF WALL TOP OF WALL TOP OF WALL TOP OF WALL PROPOSED FUEL PUMP/ OPERATIONS SKID AREA 2 MD-01 1 MD-01 , CONSTRUCTION BID SET CORTLAND CO. AIRPORT - CHASE FIELD STATE OF NEW YORK TOWN OF CORTLANDVILLE DETAILED SITE LAYOUT PLAN JET-A FUEL FARM & 100LL FUEL SYSTEM UPGRADES SP-02 LEGEND: UT PROPOSED HANDHOLE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED UNDERGROUND ELECTRICAL DUCT PROPOSED UNDERGROUND COMMUNICATIONS DUCT EXISTING SNOW REMOVAL EQUIPMENT BUILDING PROPOSED JET-A FUEL TANK PAD PROPOSED SILT FENCE ---PAGE BREAK--- UE UE UE UE UE T T T T UT UT UT UT UT UT UT UT UT UT 224 LF PROPOSED OVERHEAD COMMUNICATION CABLE INSTALLED BY SERVICE PROVIDER EXISTING UNDERGROUND TELEPHONE AND GAS LINES PROPOSED UNDERGROUND COMMUNICATION CABLE INSTALLED IN EXISTING SPARE 2" CONDUIT (340 LF) POLE 69 1 2 POLE 69 PROPOSED CONDUIT RUN (120 LF) PROPOSED CONDUIT RUN (150 LF) HANGAR HANGAR HANGAR SRE BUILDING UE UE UE UT UT UT UT U EXISTING SNOW REMOVAL EQUIPMENT BUILDING EXISTING NATIONAL GRID, 25KVA, TRANSFORMER PROPOSED HANDHOLES. SEE DETAIL 1, SHEET ED-01 PROPOSED CONDUITS FOR ELECTRIC AND COMMUNICATION LINES. SEE DETAIL 3, SHEET ED-01 CONTRACTOR TO EXCAVATE A TEST PIT IN THIS AREA TO LOCATE EXISTING SPARE CONDUIT FOR NEW COMM/ TELEPHONE. COORDINATION WITH THE AIRPORT MAINTENANCE STAFF AND HAND DIGGING WILL BE REQUIR TELEPHONE CABLE TO BE PULLED FROM POLE# 69 1 2 IN EXISTING (SPARE) 2" CONDUIT LOCATION OF EXISTING ELECTRIC PANEL. CONNECT NEW ELECTRIC SERVICE FOR FUEL FARM FROM THE EXISTING PANEL. EXISTING GAS METER UE UE UE UE UT UT UT PROPOSED CONDUITS AND CONDUCTORS FOR THE FOLLOWING: 1. JET-A DISPENSER 2. JET-A HEATER 3. POLE MOUNTED LIGHT/SIGN 4. CREDIT CARD READER POWER 5. CREDIT CARD READER TELECOMMUNICATION 6. HOSE REEL 7. SUMP PUMP SEE DETAIL 4, DRAWING ED-01. ABANDONED CONDUIT CONTRACTOR TO REMOVE AS NEEDED WITHIN PROJECT LIMITS EXISTING AIRFIELD LIGHT TO REMAIN EXISTING AIRFIELD LIGHT TO REMAIN EXISTING AIRFIELD LIGHT WIRING BETWEEN THE EXISTING LIGHTS TO BE REMOVED AND REPLACED WITHIN 2" RGS CONDUIT WITH SOLID COUPLERS. SEE DETAIL 5, SHEET ED-01. , CONSTRUCTION BID SET CORTLAND CO. AIRPORT - CHASE FIELD STATE OF NEW YORK TOWN OF CORTLANDVILLE UTILITY PLAN JET-A FUEL FARM & 100LL FUEL SYSTEM UPGRADES UT-01 LEGEND: UE UT HANDHOLE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED UNDERGROUND ELECTRICAL DUCT PROPOSED UNDERGROUND COMMUNICATIONS DUCT EXISTING SNOW REMOVAL EQUIPMENT BUILDING PROPOSED JET-A FUEL TANK PAD PROPOSED SILT FENCE SF ---PAGE BREAK--- , CONSTRUCTION BID SET CORTLAND CO. AIRPORT - CHASE FIELD STATE OF NEW YORK TOWN OF CORTLANDVILLE TANK DETAILS JET-A FUEL FARM & 100LL FUEL SYSTEM UPGRADES TD-01 ---PAGE BREAK--- 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 10 9 19 20 21 22 23 3 24 23 13 EQUIPMENT SCHEDULE 1. CS STRAINER 2. ALUMINUM CAMLOK 3. CS FULL PORT, FIRE SAFE BALL VALVE 4. XP CONTROL PANEL 5. OVERWING NOZZLE 6. ELECTRIC REWIND HOSE REEL 7. API 1529 FUELING HOSE 8. VERTICAL RELAX TANK 9. PRESSURE RELIEF VALVE 10. AIR ELIMINATOR W/ CHECK VALVE 11. BUTTERFLY VALVE 12. SS 2 STAGE XP SOLENOID VALVE 13. POSITIVE DISPLACEMENT METER 14. SS 2 STAGE XP SOLENOID VALVE 15. BUTTERFLY VALVE 16. DEAD MAN CABLE REEL 17. FABRICATED STEEL SKID BASE 18. FILTER/ SEPARATOR 19. STATIC REEL 20. ELECTRIC REWIND HOSE REEL 21. API 1529 FUELING HOSE 22. SINGLE POINT NOZZLE W/ HECV 23. CS WAFER CHECK VALVE 24. POSITIVE DISPLACEMENT PUMP SET/GEAR BOX/MOTOR 25. FULL PORT, FIRE SAFE BALL VALVE 26. PRESSURE GAUGE 27. COMPOUND GAUGE 28. CONTROL VALVE 25 COMPOUND PRESSURE 26 27 3" F15 3" F15 8 28 ELEVATION PLAN VIEW NOTE: PUMPING SKID SCHEMATIC IS FOR ILLUSTRATION PURPOSES ONLY. CONTRACTOR TO SUBMIT FULLY DETAILED SHOP DRAWINGS FOR APPROVAL. NOT TO SCALE , CONSTRUCTION BID SET CORTLAND CO. AIRPORT - CHASE FIELD STATE OF NEW YORK TOWN OF CORTLANDVILLE TANK DETAILS JET-A FUEL FARM & 100LL FUEL SYSTEM UPGRADES TD-02 ---PAGE BREAK--- 1203 3 NFPA 704 - PLACARD DECAL DETAIL NFPA 704 - HAZARD IDENTITY DECAL DETAIL 3 1 0 2 2 0 1863 3 EMERGENCY FUEL SHUTOFF PUSH NFPA 407-4.4.5.7- PLACARD DECAL DETAIL OCCUPANCY OF AIRCRAFT WHILE FUELING IS PROHIBITED 1. IT IS ILLEGAL AND DANGEROUS TO FILL UNAPPROVED CONTAINERS WITH FUEL. 2. SHUT OFF ALL ENGINES DURING FUELING PROCESS 3. NO SMOKING WARNING NFPA 407 - SIGN DETAILS IN CASE OF FIRE, SPILL OR RELEASE 1. USE EMERGENCY FUEL SHUT OFF TO DISABLE ALL POWER AT SOUTH WEST CORNER OF T-HANGAR BUILDING AND AT CENTER OF FUEL ISLAND 2. REPORT ACCIDENT IMMEDIATELY TO:FIRE DEPARTMENT - DIAL 911 3. FUEL STATION ADDRESS: CANANDAIGUA AIRPORT (D38) 2450 BRICKYARD ROAD CANANDAIGUA, NY 14424 4. REPORT ACCIDENT: CALL 911 EMERGENCY INSTRUCTIONS TYPICAL NFPA TANK MARKINGS NFPA SIGN MOUNTING 1 2 3 4 5 , CONSTRUCTION BID SET CORTLAND CO. AIRPORT - CHASE FIELD STATE OF NEW YORK TOWN OF CORTLANDVILLE TANK SIGNAGE SHEET JET-A FUEL FARM & 100LL FUEL SYSTEM UPGRADES DT-01 ---PAGE BREAK--- CONDUITS FOR COMMUNICATION AND POWER TO FUEL ISLAND EQUIPMENT 2 NOTES: 1. REFER TO SHEET FOR ELECTRICAL ONE-LINE DIAGRAM. 1 6' PAYMENT LIMIT IN JOINT TRENCH LOCATION 36" 2" SCH 80 PVC CONDUIT FOR COMMUNICATION SERVICE 3" SCH 80 PVC CONDUIT FOR ELECTRIC SERVICE SLOPE PER OSHA BACKFILL WITH SUITABLE EXCAVATED SOILS COMPACTED TO 95% OF MODIFIED PROCTOR ASTM D 1557 12" SAND ALL AROUND (BY ELECTRICAL CONTRACTOR) WARNING TAPE (16" BELOW FINISH GRADE) BY GENERAL CONTRACTOR GRASS AREA 3" TOPSOIL SEED AND MULCH 3 24' CONDUIT TRENCH IN PAVEMENT CONDUIT TRENCH IN TURF EXISTING SUBGRADE SEVEN 1" RIGID GALVANIZED STEEL CONDUITS (QUANTITY TO BE VERIFIED IN THE FIELD) 1" MIN. 3" 2" NYSDOT ITEM 7F TOP COURSE ITEM 402.198902 2.5" NYSDOT ITEM 3 BINDER COURSE ITEM 402.128102 12" NYSDOT SUBBASE COURSE, TYPE 4 ITEM 304.14, COMPACTED TO 95% OF ASTM D1557 SAND CONDUIT BEDDING EXISTING PAVEMENT BACKFILL WITH SUITABLE EXCAVATED MATERIAL PLACE 6"-WIDE WARNING TAPE 16" BELOW FINAL GRADE 3" 3" MIN. 12" MIN. 3" TOPSOIL 18" TO TOP OF CONDUIT BITUMINOUS TACK COAT 4 24" MAX TRENCH WIDTH 8" DIA. X 60" LONG CONCRETE TUBES (SONOTUBE OR APPROVED EQUAL) WITH NYSDOT CLASS A CONCRETE 4,000 PSI @ 28 DAYS (TYP) EMERGENCY FUEL SHUTOFF SIGN. FINISHED GRADE 2" RGS CONDUIT 12" SUBBASE 8" CONCRETE PAVEMENT SECTION CABLE TO MATCH EXISTING 8" 3"(MIN.) 3"(MIN.) 8" (MIN.) 5 , CONSTRUCTION BID SET CORTLAND CO. AIRPORT - CHASE FIELD STATE OF NEW YORK TOWN OF CORTLANDVILLE ELECTRICAL DETAILS JET-A FUEL FARM & 100LL FUEL SYSTEM UPGRADES ED-01 ---PAGE BREAK--- NEW NEMA3R POWER PANEL, 100A, 120/240V, 1PH, 3W, 22KA RMS SYM. NEW EMERGENCY PUSH BUTTON (NORMALLY OPEN CONTACTS) TO DISCONNECT FUEL PUMP POWER. MOUNT AT LOCATION SHOWN ON THE PLANS. STARTER PROVIDED ON FUEL SKID BY OTHERS ELECTRICAL ONE LINE DIAGRAM · · · , CONSTRUCTION BID SET CORTLAND CO. AIRPORT - CHASE FIELD STATE OF NEW YORK TOWN OF CORTLANDVILLE ELECTRICAL DETAILS JET-A FUEL FARM & 100LL FUEL SYSTEM UPGRADES ED-02 ---PAGE BREAK--- 4 3 2 NOTE: 1. CONCRETE TO MEET THE REQUIREMENTS OF NYSDOT CLASS A 4,000 PSI CONCRETE (ITEM 555.0105) 2. WHERE CONCRETE PAD MEETS EXISTING PAVEMENT PROVIDE 12" EXPANSION JOINT X X X 8" 12" 2" UNDISTURBED EARTH 12" NYSDOT SUBBASE COURSE (OPTIONAL TYPE), ITEM 304.15 EXISTING ASPHALT PAVEMENT 8" NYSDOT CLASS A CONCRETE (ITEM 555.0105), REINFORCED WITH 6X6 W 1.4 X W 1.4 WWM 1 5 10' LUMINAIRE - LITHONIA: DSX0 LED P2 40K T2M MVOLT SPA SSS 12 4C DM19AS DDB OR APPROVED EQUAL 10' POLE TO MATCH LUMINAIRE MANUFACTURER SEE LIGHTING MANUFACTURER CUT SHEET FOR ANCHOR BOLT PATTERN 6" 5' - 0" 2' - 0" NOTES: 1. ALL LIGHTING AND ELECTRICAL WORK SHALL CONFORM TO NYSDOT SECTION 670 - HIGHWAY LIGHTING SYSTEM 2. BASE PLATE BOLT PATTERN TO MATCH PATTERN ON EXSTING LIGHT POLE FOUNDATION WITHIN THE PLAZA. 5'-0" MIN. 12" MIN. 24" MIN. 12" 2' - 0" 3" MIN. NUT AND WASHER TACK WELDED (TYP) MIN. 36" ANCHOR BOLT (TYP) OBTAIN BASE PLATE BOLT PATTERN FROM MANUFACTURER BOLT CAP CONDUIT WITH BONDING BUSHING TO POLE CIRCUIT TO POLE GROUNDING STUD GALVANIZED ANCHOR BOLTS WITH GALVANIZED WASHERS AND NUTS, TOP AND BOTTOM PVC CONDUIT WITH GROUND CONDUCTOR 6" CU. GND. 1" PVC CONDUIT WITH POWER AND GROUND CONDUCTORS EXOTHERMIC WELD 3 4" x 10' COPPER CLAD GROUNDING ROD CONDUIT COUPLING (TYP) RIGID STEEL CONDUIT SWEEP #8 VERTICAL BARS SPACED EQUALLY HORIZ. REINFORCING SPACED EQUALLY (3 8" DIA. AT 18" O.C.) 3" MIN. COVER FOUNDATION PLACED IN UNDISTURBED SOIL 6 6" 1 2" EXPANSION JOINT NOTE: 1. CONCRETE TO MEET THE REQUIREMENTS OF NYSDOT CLASS A 4,000 PSI CONCRETE (ITEM 555.0105) 2. WHERE CONCRETE PAD MEETS EXISTING PAVEMENT PROVIDE 12" EXPANSION JOINT X X X 6" 8" 2" UNDISTURBED EARTH 8" NYSDOT SUBBASE COURSE (OPTIONAL TYPE), ITEM 304.15 TRUCK APPROACH CONCRETE SLAB 6" NYSDOT CLASS A CONCRETE (ITEM 555.0105), REINFORCED WITH 6X6 W 1.4 X W 1.4 WWM 7 1 2" EXPANSION JOINT , CONSTRUCTION BID SET CORTLAND CO. AIRPORT - CHASE FIELD STATE OF NEW YORK TOWN OF CORTLANDVILLE MISCELLANEOUS DETAILS JET-A FUEL FARM & 100LL FUEL SYSTEM UPGRADES MD-01 ---PAGE BREAK--- 1 ST-1.0 6" 1'-0" 16'-0" 1'-0" 6" 6" 1'-0" 40'-0" 1'-0" 6" 12" THICK CONCRETE SLAB ON GRADE 43'-0" 19'-0" TYP. ST-1.0 A FUEL TANK AND ATTACHMENT TO CONCRETE BY OTHERS LADDER WALL CONSTRUCTION. JOINT WITH STAINLESS STEEL WATERSTOP. WALL SECTIONS TO BE POURED INDEPENDENTLY AND ALLOWED TO CURE FOR 7 DAYS BEFORE POURING ADJACENT WALL. 2 ST-1.0 SUMP PIT 1 ST-2.0 6" SLAB ON GRADE. REINFORCED WITH #5 @ 12" o.c. EACH WAY. TOP 3'-0" 3'-0" SLOPE SLAB TO SUMP PIT 1/8" PER FOOT CJ CJ CJ CJ CJ CJ CJ CJ 1170.92' TOP OF WALL ELEVATION: 1173.92' TYP. 1170.46' CLR. 3" CLR. 2" TYP. 2" CLR. WALL 1'-0" FINAL GRADE. SEE CIVIL. CRUSHED STONE, 12" MINIMUM. MIN 1'-0" BEYOND BASEMAT #5 @ 12" o/c, EACH WAY, TOP AND BOTTOM #6 @ 12" o/c, EACH WAY, TOP AND BOTTOM #6 @ 12" o/c HORIZONTAL. EACH FACE #6 DOWELS WITH 12" HOOK @ 12" o/c EACH FACE. VERTICAL LEG VARIES WITH SLOPING BASEMAT SIKA 498 STAINLESS STEEL WATERSTOP EXISTING NATIVE SOIL BELOW. PROOFROLL PRIOR TO BACKFILLING 1'-0" VARIES WITH SLOPING SLAB 3'-0" MIN / 3'-5 1/2" MAX 6" 1" CHAMFER SLOPE DOWN SIKA 498 STAINLESS STEEL WATERSTOP WALL REINFORCING. SEE SECTION / 1 ST-1.0 #6 DOWELS WITH 12" HOOK @ 12" o.c. BOTH SIDES #6 #6 DOWELS WITH 12" HOOKS @ 12" o/c, EACH WAY. TOP AND BOTTOM. NOTE: SUMP PIT AND SLAB ON GRADE TO BE CAST IN ONE POUR L2x 1 1/2 x 1/4 (LLH) WELDED FRAME WITH ½"øx4" ANCHORS. HOT DIP GALVANIZE AFTER FABRICATION SUMP 1¼x3/16" 19W4 WELDED GRATING. BAND ALL EDGES AND HOT DIP GALVANIZE AFTER FABRICATION 1 1 1'-0" 1'-0" 1'-0" 2'-0" VARIES WITH SLOPING SLAB MIN 3'-0" SLOPE DOWN 1'-6" SLOPE DOWN IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SCALE: OF DESIGN: PROJECT: DATE: CHECKED: DRAWN: 2525 STATE ROUTE 332 CANANDAIGUA, NEW YORK 14424 McFarland Johnson CORTLAND CO. AIRPORT - CHASE FIELD TOWN OF CORTLANDVILLE, STATE OF NEW YORK JET-A FUEL FARM & 100LL FUEL SYSTEM UPGRADES 15 As indicated BPR CEP BPR T-17807-06 FEBRUARY 2018 ST-1.0 FOUNDATION PLAN & SECTIONS SCALE: 1/4" = 1'-0" FUEL SPILL CONTAINMENT PLAN NORTH SECTION 3/4" = 1'-0" ST-1.0 ST-1.0 1 3/4" = 1'-0" A TYPICAL WALL CORNER NOTES: 1. TOP OF SLAB ELEVATION VARIES. SLAB ELEVATIONS NOTED ON PLAN. 2. SLAB-ON-GRADE TO BE PLACED IN ONE POUR WITH NO CONSTRUCTION OR CONTROL JOINTS. 3. WALLS ARE TO BE PLACED NO SOONER THAN 7 DAYS AFTER PLACEMENT OF SLAB-ON-GRADE. 4. ADJACENT WALL SECTIONS TO BE PLACED NO SOONER THAN 7 DAYS APART. 5. SEE SECTIONS FOR LOCATIONS OF WATERSTOP PLACEMENT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. WELD ALL SEAMS. 6. ANCHOR FUEL TANK TO SLAB PER MANUFACTURER INSTRUCTIONS. DOWEL BAR SUBSTITUTES AT WALL JOINT SECTION 3/4" = 1'-0" ST-1.0 ST-1.0 2 14 REV DATE DESCRIPTION BY GC OPTION TO POUR A FLAT BASEMAT AND THEN PLACE 7" TO 2" THICK VARYING THICKNESS TOPPING SLAB. REINFORCE WITH GRACE STRUX 90/40 FIBER, MIN 4.0 POUNDS PER CUBIC YARD. USE EPOXY BONDING AGENT AND ROUGHEN OR OTHERWISE PROVIDE SURFACE PROFILE PER MANUFACTURER RECOMMENDATIONS. REVISE ELEVATION TOP OF BASEMAT TO 1170.29'. 2'-0" X 2'-0" SEE DWG. SP-01 ---PAGE BREAK--- 3'-6" MAX 1'-0" MAX 1'-0" MAX 1'-0" 3'-6" MAX 1'-0" MAX 1'-0" MAX 1'-0" NOTE: ALL LADDER STEEL HOT DIPPED GALVANIZED C4X7.2 L8X8X1/4 WITH 3/4" ANCHOR. 6" EMBED INTO CONCRETE WITH HILTI HIT-Y 200 EPOXY. TYP 3/16 3/16 3/16 3/16 3'-0" 6" 7" 6'-6" ± #5 DOWEL @12" o/c. 2'-0" 1'-0" IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SCALE: OF DESIGN: PROJECT: DATE: CHECKED: DRAWN: 2525 STATE ROUTE 332 CANANDAIGUA, NEW YORK 14424 McFarland Johnson CORTLAND CO. AIRPORT - CHASE FIELD TOWN OF CORTLANDVILLE, STATE OF NEW YORK JET-A FUEL FARM & 100LL FUEL SYSTEM UPGRADES 15 3/4" = 1'-0" BPR CEP BPR T-17807-06 FEBRUARY 2018 ST-2.0 SECTIONS AND NOTES SCALE: 3/4" = 1'-0" LADDER ELEVATION COLD WEATHER CONSTRUCTION PROCEDURES 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTINUOUSLY PROTECT SOILS, CONCRETE AND OTHER BUILDING MATERIALS FROM DAMAGE DUE TO COLD TEMPERATURES UNTIL THE BUILDING HAS BEEN TURNED OVER TO THE OWNER. THIS SHALL INCLUDE TEMPORARY ENCLOSURES, INSULATED BLANKETS AND TEMPORARY HEATING. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE ANY DAMAGED OR DEFECTIVE WORK, IN A MANNER APPROVED BY THE ENGINEER 3. ALL PROTECTIVE AND CORRECTIVE WORK SHALL BE AT THE EXPENSE OF THE CONTRACTOR. CONCRETE NOTES 1. ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND THE SPECIFICATIONS. 2. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST RECOMMENDATIONS AND SPECIFICATIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI) AND THE LOCAL BUILDING CODES. 3. ALL CONCRETE SHALL BE NORMAL WEIGHT HAVING A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH THE FOLLOWING REQUIREMENTS: PORTLAND CEMENT - ASTM C150 TYPE I/II. AGGREGATE - ASTM C33, USE 1 1/2" AGGREGATE FOR BASEMAT. USE 1" MAX AGGREGATE FOR WALLS WATER - POTABLE WITH A MAXIMUM WATER CEMENT RATIO OF 0.50. SLUMP - 3" TO ADMIXTURES - USE AIR ENTRAINING AGENT CONFORMING TO ASTM C260 WITH 4-6% TOTAL AIR. USE WATER REDUCING AGENT CONFORMING TO ASTM C494 IN ALL CONCRETE. DESIGN MIX - SUBMIT A CURRENT (MAXIMUM 18 MONTHS OLD) DESIGN MIX OF THE EXACT SAME MIX TO BE USED ON THE PROJECT, WITH 28 DAY COMPRESSIVE STRENGTH TESTS, TO THE ENGINEER FOR REVIEW PRIOR TO STARTING CONSTRUCTION. 4. ALL REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60 EXCEPT AS NOTED OTHERWISE. 5. LAP ALL BARS 30 DIAMETERS MINIMUM AT SPLICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. TOP BARS TO BE SPLICED AT MIDSPAN AND BOTTOM BARS AT SUPPORTS. WELDED WIRE FABRIC TO BE LAPPED ONE FULL MESH AT SIDES AND ENDS. 6. REINFORCEMENT SHALL BE SECURELY TIED IN ITS PROPER PLACE BEFORE AND DURING POURING OPERATIONS USING APPROVED CHAIRS AND SPACERS AS REQUIRED. NO BARS SHALL BE CUT OR OMITTED IN THE FIELD WITHOUT THE APPROVAL OF THE ENGINEER. USE PLASTIC TIPPED ACCESSORIES IN CONCRETE EXPOSED TO WEATHER, WATER OR VIEW. 7. WHERE CONTINUOUS BARS ARE CALLED FOR, INDICATED OR REQUIRED, THEY SHALL BE RUN CONTINUOUSLY AROUND CORNERS, DOWELED INTO INTERSECTING WALLS AND LAPPED AT NECESSARY SPLICES WITH SPLICES STAGGERED WHEREVER POSSIBLE. 8. THE CONCRETE CONTRACTOR SHALL INSTALL (OR GIVE OTHER TRADES AMPLE OPPORTUNITY TO INSTALL) ALL ANCHORS, BOLTS, PLATE, NAILERS, SLOTS, CHASES, PIPE SLEEVES, ETC., AS REQUIRED BY OTHER TRADES. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE SETTING SCREEDS AND FORMS. 9. CONTRACTOR SHALL REPAIR, AT HIS EXPENSE, ALL CONCRETE SLAB DEFECTS SUCH AS CURLING OR CRACKING. GRINDING, PATCHING, ETC. REPAIR PROCEDURES SHALL BE APPROVED BY THE ENGINEER PRIOR TO STARTING WORK. 10. CONCRETE TEMPERATURE DURING THE FIRST SEVEN DAYS SHALL BE MAINTAINED BETWEEN 50 DEG. F AND 90 DEG. F. RAPID DRYING MUST BE PREVENTED. 11. CURING A. HORIZONTAL SURFACES SHALL BE KEPT CONTINUOUSLY MOIST FOR A MINIMUM OF SEVEN DAYS. B. VERTICAL SURFACES SHALL RECEIVE TWO COATS (ONE AT TIME OF STRIPPING AND ANOTHER THREE DAYS LATER) OF AN APPROVED CURING COMPOUND. 12. CONTRACTOR TO DESIGN, FURNISH AND INSTALL ALL TEMPORARY SHEETING, SHORING AND BRACING NECESSARY TO SAFELY COMPLETE THE CONSTRUCTION. 13. SHOP DRAWINGS PREPARED IN ACCORDANCE WITH ACI STANDARDS WILL BE REQUIRED FROM THE CONTRACTOR FOR REINFORCING STEEL PRIOR TO CONSTRUCTION. THE REUSE OR REPRODUCTION OF ANY PORTION OF THESE DOCUMENTS FOR USE AS SHOP DRAWINGS IS STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF MCFARLAND- JOHNSON, INC. FOUNDATION RELATED EARTHWORK 1. PRIOR TO PLACING CRUSHED STONE, ALL ORGANIC MATERIAL, TOPSOIL, DEBRIS AND ANY OTHER DELETERIOUS MATERIAL SHALL BE REMOVED. 2. CRUSHED STONE SHALL BE AN APPROVED MATERIAL MEETING THE REQUIREMENTS OF THE FOLLOWING TABLE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN, FROM A TESTING FIRM APPROVED BY THE ENGINEER, A SIEVE ANALYSIS FOR THE PROPOSED CRUSHED STONE. THE PROCEDURE SHALL BE REPEATED UNTIL A MATERIAL MEETING THE ABOVE REQUIREMENTS IS PROVIDED: SIEVE DESIGNATION % PASSING 1 3/4" 100 1 1/2" 90-100 1" 20-55 3/4" 0-15 3/8" 0-5 3. THE MATERIAL SHALL BE PLACED IN MAXIMUM 12" LIFTS AND COMPACTED TO 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D-1557, MODIFIED PROCTOR. 4. NATIVE SOIL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D-1557, MODIFIED PROCTOR. IF THIS IS NOT ACHIEVABLE, 2'-0" OF CRUSHED STONE SHALL BE PLACED IN LIEU OF 1'-0" AND NATIVE SOIL BELOW SHALL BE COMPACTED TO MAXIMUM COMPACTION. SAFETY AND PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF, AND SHALL PROVIDE THE NECESSARY PROTECTION TO PREVENT DAMAGE INJURY OR LOSS TO 1. ALL EMPLOYEES ON THE WORK AND OTHER PERSONS WHO MAY BE AFFECTED THEREBY. 2. ALL THE WORK AND ALL MATERIALS OR EQUIPMENT TO BE INCORPORATED THEREIN, WHETHER IN STORAGE ON OR OFF, THE SITE, AND 3. OTHER PROPERTY AT THE SITE OR ADJACENT THERETO, INCLUDING TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES AND UTILITIES NOT DESIGNATED FOR REMOVAL, RELOCATION OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STANDARDS (SPECIFICALLY INCLUDING OSHA AND ANY OTHER STATE ADOPTED OSHA PROGRAM), LAWS, ORDINANCES, RULES, REGULATIONS AND ORDERS OF ANY PUBLIC BODY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY OR TO PROTECT THEM FROM DAMAGE, INJURY OR LOSS; AND SHALL ERECT AND MAINTAIN ALL NECESSARY SAFEGUARDS FOR SUCH SAFETY AND PROTECTION. CONTRACTOR SHALL NOTIFY OWNERS OF ADJACENT PROPERTY AND UTILITIES WHEN EXECUTION OF THE WORK MAY AFFECT THEM. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS AND OTHER COSTS ARISING FROM ANY DAMAGE AT THE SITE OR ADJACENT THERETO. CONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR THE SAFETY AND PROTECTION OF THE WORK SHALL CONTINUE UNTIL SUCH TIME AS ALL THE WORK IS COMPLETED. SECTION 3/4" = 1'-0" ST-1.0 ST-2.0 1 15 REV DATE DESCRIPTION BY G.C. TO COORDINATE FINAL TO ACCOMMODATE FOR SLOPING SLAB. SEE DWG. SP-01 FOR FINISHED ELEV. T.O.S. ELEVATION VARIES, SEE DWG. ST-1.0