REHABILITATE TAXIWAY B AND AIRCRAFT APRON AIP NO. 3-32-0019-16 PWP-NY-2018-148 NYE COUNTY, NEVADA MARCH 16, 2018 N 376 Coaldale 265 Silver Peak 6 95 Tonopah TONOPAH AIRPORT Goldfield Warm Springs 6 E to ly C:\Users\fitz1543\appdata\local\temp\AcPublish_4380\G-100 to 101 - TW B.dwg Mar 14, 2018-1:59pm VICINITY MAP N.T.S. Oasis Nevada California 266 Lida 95 L to as Vegas LOCATION MAP N.T.S. COUNTY COMMISSIONERS CHAIRPERMAN JOHN KOENIG VICE CHAIRMAN DAN SCHINHOFEN COMMISSIONER ANDREW BORASKY COMMISSIONER DONNA COX COMMISSIONER LORINDA WICHMAN PUBLIC WORKS DIRECTOR-ACTING TIM DAHL 10509 Professional Circle, Suite 102 Reno, Nevada 89521-8991
SAFETY NOTES GENERAL NOTES EXISTING PROPOSED G-101 GENERAL NOTES AND LEGEND
PHASING NOTES 1) THE CONTRACTOR SHALL COORDINATE WORK ON THE AIRPORT AND INTERRUPTIONS OF AIRPORT OPERATIONS WITH THE ENGINEER. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER/ENGINEER A MINIMUM OF 48 HOURS PRIOR TO ANY WORK WITHIN RESTRICTED AREAS. 2) THE CONTRACTOR SHALL PLACE LOW PROFILE BARRICADES ACROSS THE ENDS OF TAXIWAY A TO PREVENT AIRCRAFT FROM ENTERING THE WORK ZONE AS SHOWN IN THE PLANS. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE AND TO MAINTAIN THE BARRICADES AND THE RED LIGHTS FOR THE DURATION OF THE PROJECT. ANY DAMAGE TO THE BARRICADES OR LIGHTS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. AT THE END OF THE PROJECT, ALL BARRICADES WILL BE RETURNED TO THE COUNTY IN GOOD WORKING CONDITION. 3) IF TEMPORARY RUNWAY DISPLACEMENTS ARE NECESSARY, THEY SHALL BE ASSEMBLED AS SHOWN IN THE PLANS. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN THESE DISPLACEMENTS FOR THE DURATION OF THE PROJECT. THIS INCLUDES PROVIDING SET UP, DAILY INSPECTION, AND TEAR DOWN AS NECESSARY TO MAINTAIN FUNCTIONALITY. 4) THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE & ELECTRICAL FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE PROJECT IS COMPLETE. 5) WORK WITHIN THE RUNWAY OBSTACLE FREE ZONE (ROFZ) AND THE RUNWAY OBJECT FREE AREA (ROFA) SHALL BE PERFORMED WITH THE SUPERINTENDENT MONITORING THE UNICOM FREQUENCY OF 123.00 FOR AIRCRAFT ACTIVITY. IF NECESSARY, ALL MEN AND EQUIPMENT SHALL VACATE THE ROFA UNTIL THE AIRCRAFT OPERATION HAS BEEN COMPLETED. 6) ALL EQUIPMENT SHALL BE RETURNED TO THE STAGING AREA AT THE END OF THE WORK DAY. NO EQUIPMENT OR STOCKPILES SHALL REMAIN IN THE ROFA OVERNIGHT. 7) SEQUENCE OF CONSTRUCTION EVENTS SUBJECT TO CHANGE: MOBILIZATION, SAWCUTS, CRACK SEAL, FOG SEAL, STRIPE, OPEN FOR USE, DEMOBILIZATION. PHASE (Calendar Days) CONSTRAINED START PHASE 1 - TAXIWAY B 14 Initial Notice to Proceed PHASE 2 - AIRCRAFT APRON 21 Initial Notice to Proceed TOTAL TIME 35 CONTROL POINTS CONTROL POINT NORTHING EASTING ELEVATION Panel Point 10 20891072.734 1517975.245 5419.79' Panel Point 11 20888917.28 1518606.405 5409.22' BASIS OF BEARINGS, NEVADA COORDINATE SYSTEM, CENTRAL ZONE, VALUES BASED ON THE NORTH AMERICAN DATUM OF 1983, THE BASIS OF ELEVATION FOR THIS SITE IS NAVD88 AND PP#11 IS REFERENCED AS THE PRIMARY X,Y,Z VALUES. OVERALL SITE, SAFETY & PHASING PLAN CS-101
CP-101 TAXIWAY B & AIRCRAFT APRON SITE, SAFETY & PHASING PLAN
CM-101 TAXIWAY B SAWCUT CRACK SEAL PLAN
CM-102 TAXIWAY B SAWCUT CRACK SEAL PLAN & DETAIL
CM-103 AIRCRAFT APRON SAWCUT CRACK SEAL PLAN
CM-104 TAXIWAY B SEAL COAT PLAN STATION 1+00 TO 32+00
CM-105 TAXIWAY B SEAL COAT PLAN STATION 32+00 TO 48+00 & DETAIL
CM-106 AIRCRAFT APRON SEAL COAT PLAN
CM-107 TAXIWA B STRIPING PLAN STATION 1+00 TO STATION 32+00
CM-108 TAXIWAY B STRIPING PLAN STATION 32+00 TO STATION 48+00
CM-109 AIRCRAFT APRON STRIPING PLAN