TONOPAH AIRPORT RECONSTRUCT TAXIWAY A

Transcription

1 RECONSTRUCT TAXIWAY A AIP NO PWP-NY NYE COUNTY BID NUMBER NYE COUNTY, NEVADA MARCH 16, 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, :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 Professional Circle, Suite 102 Reno, Nevada

2 SAFETY NOTES GENERAL NOTES EXISTING PROPOSED G-101 GENERAL NOTES AND LEGEND

3 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 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 ' Panel Point ' 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

4 CP-101 PHASE 1 SITE, SAFETY & PHASING PLAN

5 CP-102 PHASE 2 SITE, SAFETY & PHASING PLAN

6 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 A A1 CD-101 TAXIWAY A DEMOLITION PLAN STATION 0+00 TO 18+20

7 T TAXIWAY A DEMOLITION PLAN STATION TO CD-102

8 TAXIWAY A DEMOLITION PLAN STATION TO CD-103

9 A3 33 A3 () () () RPZ RPZ RPZ RSA RSA RSA RSA CD-104 TAXIWAY A DEMOLITION PLAN STATION TO 80+00

10 A A 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

11 A1 RSA RSA RSA RSA RSA OFZ 29 RSA RSA RSA RSA RSA RSA 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

12 C-102 PLAN & PROFILE TW A STATION 5+40 TO 8+90

13 C-103 PLAN & PROFILE TW A STATION 8+90 TO 14+30

14 FA TOF C-104 PLAN & PROFILE APRON STATION 0+00 TO 4+00

15 C-105 PLAN & PROFILE TW A STATION TO 19+70

16 TO TS C-106 PLAN & PROFILE TW A STATION TO 25+10

17 TS TS FA C-107 PLAN & PROFILE TW A STATION TO 30+50

18 C-108 PLAN & PROFILE TW A STATION TO 35+90

19 A A2 A2 A A A2 C-109 PLAN & PROFILE TW A STATION TO 41+30

20 A A2 A A A2 SA A2 A C-110 PLAN & PROFILE TW A2 STATION 1+00 TO 6+00

21 TS C-111 PLAN & PROFILE TW A STATION TO 46+70

22 A TS T C-112 PLAN & PROFILE TW A STATION TO 52+10

23 TS A C-113 PLAN & PROFILE TW A STATION TO 57+50

24 C-114 PLAN & PROFILE TW A STATION TO 62+90

25 TO TOF C-115 PLAN & PROFILE TW A STATION TO 68+30

26 C-116 PLAN & PROFILE TW A STATION TO 73+70

27 C-117 PLAN & PROFILE TW A STATION TO 78+50

28 C-118 TYPICAL PAVEMENT SECTION DETAILS AND NOTES

29 CM-101 SAWCUT PLAN

30 CM-102 TAXIWAY A STRIPING PLAN STATION 0+00 TO 15+50

31 CM-103 RUNWAY STRIPING PLAN STATION TO 51+20

32 CM-104 RUNWAY STRIPING PLAN STATION TO 51+20

33 CM-105 RUNWAY STRIPING PLAN STATION TO 83+60

34 " " " " E-100 ELECTRICAL LEGEND AND NOTES

35 A A2 A A2 A2 A A A2 A A A2 E-101 TAXIWAY A AND TAXIWAY A2 ELECTRICAL LAYOUT AND CIRCUITING PLAN

36 E-102 APRON CONNECTOR ELECTRICAL LAYOUT AND CIRCUITING PLAN

37 E-401 ELECTRICAL DETAILS TAXIWAY EDGE LIGHTING DETAILS

38 E-402 ELECTRICAL CABLE CONNECTION DETAILS

39 E-403 ELECTRICAL CONDUIT DUCT BANK DETAILS

40 X AIRFIELD LIGHTING A A 8 - E-404 ELECTRICAL HANDHOLE DETAILS

41 E-405 ELECTRICAL DETAILS - TEMPORARY RELOCATED THRESHOLD DETAILS

42 E-406 ELECTRICAL SIGN DETAILS - 1

43 E-407 ELECTRICAL SIGN DETAILS - 3

44 E-408 ELECTRICAL VAULT DETAILS