RECONSTRUCT TAXIWAY A AIP NO. 3-32-0019-15 PWP-NY-2018-137 NYE COUNTY BID NUMBER 2018-01 NYE COUNTY, NEVADA MARCH 16, 2018 376 Coaldale 265 Silver Peak 6 95 Tonopah TONOPAH AIRPORT Goldfield Warm Springs 6 E to ly Oasis Nevada California 266 Lida 95 L to as Vegas VICINITY MAP N.T.S. C:\pw_work\atknanv01\fitz1543\dms41919\G-100 to 101.dwg Mar 14, 2018-12:58pm 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 ACTING DIRECTOR 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 TAXIWAY CONNECTORS 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 () AND THE RUNWAY OBJECT FREE AREA () 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 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 OVERNIGHT. 7) ALL WORK EXCEPT FOR THE SECOND COAT OF PAINT MUST BE COMPLETED IN PHASE 1 BEFORE WORK IN PHASE 2 CAN BEGIN. THE SECOND COAT OF PAINT FOR PHASE 1 SHALL BE APPLIED AT THE SAME TIME AS THE SECOND COAT OF PAINT ON PHASE 2. PHASE (Calendar Days) CONSTRAINED START PHASE 1 - TAXIWAY A NORTH 21 Initial Notice to Proceed PHASE 2 - TAXIWAY A SOUTH, TAXIWAY A2 50 Phase 1 is Completed TOTAL TIME 77 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. 8) SEQUENCE OF CONSTRUCTION EVENTS SUBJECT TO CHANGE: MOBILIZATION, PULVERIZING PAVEMENT & DEMOLITION, EARTHWORK & ELECTRICAL IMPROVEMENTS, AGGREGATE BASE, ASPHALT CONCRETE PAVING, SAWCUTS, CRACK SEAL, FOG SEAL, STRIPE, OPEN FOR USE, DEMOBILIZATION. OVERALL SITE, SAFETY & PHASING PLAN CS-101
CP-101 PHASE 1 SITE, SAFETY & PHASING PLAN
CP-102 PHASE 2 SITE, SAFETY & PHASING PLAN
A1 RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RPZ RPZ RSA RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ A1 11-29 15-33 A1 CD-101 TAXIWAY A DEMOLITION PLAN STATION 0+00 TO 18+20
T TAXIWAY A DEMOLITION PLAN STATION 18+20 TO 39+80 CD-102
TAXIWAY A DEMOLITION PLAN STATION 39+80 TO 61+40 CD-103
A3 33 A3 () () () RPZ RPZ RPZ RSA RSA RSA RSA CD-104 TAXIWAY A DEMOLITION PLAN STATION 61+40 TO 80+00
A A2 15-33 A2 FA A2 RSA RSA RSA RSA RSA RSA RSA A2 RSA RSA RSA RSA RSA RSA CD-105 TAXIWAY A2 DEMOLITION PLAN STATION 0+00 TO 8+50
A1 RSA RSA RSA RSA RSA OFZ 29 RSA RSA RSA RSA RSA RSA 15-33 RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ C-101 PLAN & PROFILE TW A STATION 0+00 TO 5+40
C-102 PLAN & PROFILE TW A STATION 5+40 TO 8+90
C-103 PLAN & PROFILE TW A STATION 8+90 TO 14+30
FA TOF C-104 PLAN & PROFILE APRON STATION 0+00 TO 4+00
C-105 PLAN & PROFILE TW A STATION 14+30 TO 19+70
TO TS C-106 PLAN & PROFILE TW A STATION 19+70 TO 25+10
TS TS FA C-107 PLAN & PROFILE TW A STATION 25+10 TO 30+50
C-108 PLAN & PROFILE TW A STATION 30+50 TO 35+90
A A2 A2 A A A2 C-109 PLAN & PROFILE TW A STATION 35+90 TO 41+30
A A2 A A A2 SA A2 A2 15-33 C-110 PLAN & PROFILE TW A2 STATION 1+00 TO 6+00
TS C-111 PLAN & PROFILE TW A STATION 41+30 TO 46+70
A TS T C-112 PLAN & PROFILE TW A STATION 46+70 TO 52+10
TS A C-113 PLAN & PROFILE TW A STATION 52+10 TO 57+50
C-114 PLAN & PROFILE TW A STATION 57+50 TO 62+90
TO TOF C-115 PLAN & PROFILE TW A STATION 62+90 TO 68+30
C-116 PLAN & PROFILE TW A STATION 68+30 TO 73+70
C-117 PLAN & PROFILE TW A STATION 73+70 TO 78+50
C-118 TYPICAL PAVEMENT SECTION DETAILS AND NOTES
CM-101 SAWCUT PLAN
CM-102 TAXIWAY A STRIPING PLAN STATION 0+00 TO 15+50
CM-103 RUNWAY 15-33 STRIPING PLAN STATION 29+60 TO 51+20
CM-104 RUNWAY 15-33 STRIPING PLAN STATION 29+60 TO 51+20
CM-105 RUNWAY 15-33 STRIPING PLAN STATION 72+80 TO 83+60
" " " " E-100 ELECTRICAL LEGEND AND NOTES
A A2 A2 15-33 A2 A2 A A A2 A A A2 E-101 TAXIWAY A AND TAXIWAY A2 ELECTRICAL LAYOUT AND CIRCUITING PLAN
E-102 APRON CONNECTOR ELECTRICAL LAYOUT AND CIRCUITING PLAN
E-401 ELECTRICAL DETAILS TAXIWAY EDGE LIGHTING DETAILS
E-402 ELECTRICAL CABLE CONNECTION DETAILS
E-403 ELECTRICAL CONDUIT DUCT BANK DETAILS
X AIRFIELD LIGHTING A A 8 - E-404 ELECTRICAL HANDHOLE DETAILS
E-405 ELECTRICAL DETAILS - TEMPORARY RELOCATED THRESHOLD DETAILS
E-406 ELECTRICAL SIGN DETAILS - 1
E-407 ELECTRICAL SIGN DETAILS - 3
E-408 ELECTRICAL VAULT DETAILS