Loading...
HomeMy WebLinkAboutNCC221966_Site Plan or Location Map_2022052511 100 1 200 411 :11 PL ® PL PL TW - A ' TSA TOFA ,�TOFA TOFA PL --- � PL PL � PL PL PL C:-) c�) PL PL PL PL P V7 C] ra_ t�j Im �o o =L PL • PL PLAIRPORT ROAD PL PL >00 PL \ ` Cc pt m T \ P a a a o c� ptz a — o \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ T T T T T T ■ N\\ \\\\\\\ I — ` ` � � � � � � I I Q CONSTRUCTION m • • REHAB HAUL TRAILER ROUTE T I•I� I I - I• I� � I I �T_T �_T\ 0 I I B M 3 , CONSTRUCTION I r — — — — — — — — — — — — - 000 ■ STAGING AREA T�T�T�T� �TLTLT�T -I REHAB SOUTH i GA APRON T T T T F 7T� • •• •• ••• r 7v • BM4 BM5 s • BM6 • • O O • °pnoa° •�� L.L.a Laid o O O p o °°mop°° ��• a s a Ln L~ a Ln ~ a a. V, �. • • a O . „b.. FA TOFA TOFA TOFA TOFA • •m TOFA o n-TO FI'� •TSA TOFA � TO s ®N_ TO .. e e • • • • • s • s TW - A • • A TGfj TS TSA TSA Q FA TO `�S TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA I•SC SC SC 4SC ° + I•SC SURVEYOR NAME VAUGHN & MELTON ADDRESS 1318 PATTON AVE #F ASHEVILLE, NC 28806 PHONE 828.253.2796 HORIZONTAL DATUM NAD83 VERTICAL DATUM NAVD88 GRID ZONE NORTH CAROLINA BENCH MARK SCHEDULE ID NORTHING EASTING ELEVATION BM1 633176.78 946002.16 2162.60 BM2 632964.07 946011.77 2160.87 BM3 632804.68 946113.21 2160.19 BM4 633083.29 945721.14 2156.82 BM5 632890.44 945787.64 2157.83 BM6 632583.01 945864.93 2154.05 HAUL ROAD NOTES 1. THE CONTRACTOR SHALL RESTORE ALL TURFED AND PAVED AREAS USED FOR HAUL ROADS TO THEIR ORIGINAL CONDITION, INCLUDING THE ESTABLISHMENT OF TURF. ALL COST FOR CONSTRUCTING, REMOVING, AND RESTORING OF HAUL ROADS REQUIRED FOR THE COMPLETION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR AT NO COST TO THE OWNER. 2. NO CONTRACTOR VEHICLES ARE TO CROSS ACTIVE RUNWAYS, NAVAID CRITICAL AREAS, OR TAXIWAYS. ALL CONTRACTOR VEHICLES NOT WITHIN DESIGNATED WORK AREAS SHALL BE CONTROLLED BY PERSONNEL IN DIRECT COMMUNICATION WITH ATCT/GROUND COMMUNICATION AND MONITORING AIRPORT TRAFFIC FREQUENCIES ON TWO-WAY RAD10 AT ALL TIMES. TOFA �— TOFA TSA • F- i T TSA TOFA• TOFA TOFA i e.eme.e_e.e ,�. TOFA TOFA �wr /o x� J— TOFA TOFA TOFA TO TSA TSA 3 P FA - PHASING GENERAL NOTES 1. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TWO (2) WEEKS IN ADVANCE OF ANY APRON OPENING/CLOSURES TO ALLOW SUFFICIENT TIME FOR COORDINATION. 2. THE PHASES SHOWN ON THE FOLLOWING SHEETS SHALL BE COMPLETED CONSECUTIVELY AND EACH SUBSEQUENT PHASE SHALL BEGIN IMMEDIATELY UPON COMPLETION OF THE PREVIOUS PHASE. 3. LIQUIDATED DAMAGES WILL BE ASSESSED AGAINST THE CONTRACTOR FOR EACH CALENDAR DAY OR PORTION THEREOF THAT THE CONTRACT TIME OR SPECIFIC MILESTONES ARE EXCEEDED. 4. THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO THE ENGINEER PRIOR TO THE PRECONSTRUCTION MEETING. THE SCHEDULE SHALL CLEARLY DELINEATE THE PROPOSED WORK AREAS AND THE NUMBER OF DAYS ANTICIPATED FOR THE COMPLETION OF EACH AREA INCLUDING MILESTONES AND SUB PHASES OF WORK TO BE ACCOMPLISHED. SPECIFIC WORK TASK ARE NOT TO BE INCLUDED. 5. PRIOR TO REMOVING ANY CLOSED BARRICADES, THE CONTRACTOR SHALL CLEAN ALL FOREIGN OBJECT DEBRIS (FOD) FROM THE PAVEMENT SURFACES AND ESTABLISH THE SAFETY AREAS IN ACCORDANCE WITH THE SPECIFICATIONS. 6. THE CONTRACTOR SHALL HAVE A MOTORIZED VACUUM SWEEPER AND OPERATOR ON SITE AT ALL TIMES WORK IS BEING CONDUCTED. 7. REFERENCE IS DIRECTED TO THE CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) AND PROJECT SPECIFICATIONS FOR ADDITIONAL RESPONSIBILITIES OF THE CONTRACTOR THROUGHOUT THE PROJECT DURATION. � - Asheville REGIONAL AIRPO R T ASHEVILLE REGIONAL AIRPORT 61 TERMINAL DRIVE, SUITE 1 FLETCHER, NC 28732 PARRISH&PARTN RE S PARRISH AND PARTNERS OF NORTH CAROLINA, PLLC C1 C1 a z 0 _L > LU z O a U Ln Lu 0 Lu a 0 0 z DESIGNER TECHNICIAN QC REVIEWER HTB CSM JMM LEGEND AIRFIELD PAVEMENT (EXISTING) BUILDING (EXISTING) CONTRACTOR STAGING AREA TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA RUNWAY SAFETY AREA — ROFA - ROFA - RUNWAY OBJECT FREE AREA PL PL PROPERTY LINE TREE/SHRUB LINE HAUL ROUTE AIRPORT PROPERTY PUBLIC PROPERTY PROJECT NAME REHABILITATE SOUTH GA APRON FAA AIPNO. N/A STATE GRANT NO. N/A SHEET NAME GENERAL LAYOUT ENGINEER'S SEAL AS -BID REVIEW NOT FOR CONSTRUCTION DATE PREPARED JAN UARY 2022 P&P PROJECT NO. 1334 DRAWING NO. G-103 CLICCT C (lC 7G