01069 Drawings VI RWY 02 RELOCATE.pdf

PDF 10 MB Posted Jul 7, 2022

Attached to: 6973GH-22-Q-00165 Watsonville, CA LOC Shelter Replacement
Solicitation number: 6973GH-22-Q-00165
Issued by: Department of Transportation Federal Aviation Administration Franchise Acquisition Services

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for a firm-fixed-price construction contract to replace the Runway 02 LOC Shelter and establish HPDME at Watsonville Airport in Watsonville, California for the Federal Aviation Administration. The contractor will be responsible for furnishing all necessary materials, equipment, labor, insurance, permits, and supervision to perform the work described in the specifications, drawings, and attachments. Proposals are due by 2:00 pm CST on August 3rd, 2022 and must be submitted electronically to gay.j-ctr.joseph@faa.gov. A pre-proposal site visit is available and questions regarding the project scope or drawings must be submitted in writing by July 14th. Offerors must be registered in the System for Award Management and complete and return the required forms by the closing date. The FAA reserves the right to review offeror program eligibility and communicate with offerors during the solicitation process.

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File	Type	Posted
01069 WVI RWY SPECS.pdf	PDF	Jul 7, 2022
WD CA20220018 6.3.2022.pdf	PDF	Jul 7, 2022
6973GH-22-Q-00165.pdf	PDF	Jul 7, 2022

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FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

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8 234567

E D

01/15/2022

NURHAN TAN

PLATFORM MANAGER, AJW-2W14B

WATSONVILLE

AYN-D-LOC02-G001

ADM

LOC

COVER SHEET

a y n d l o c g d w g

NAVAIDS

ENGINEERING SERVICES

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

WATSONVILLE MUNICIPAL AIRPORT

THIS DRAWING PRODUCED ON THE WSA REGION AUTOCAD SYSTEM

AUSTIN MIXSELL

PROJECT ENGINEER, AJW-2W14B

18062494

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO WESTERN SERVICE AREA

ENGINEERING SERVICES ORGANIZATION

NAVAIDS ENGINEERING CENTER - SEATTLE

WATSONVILLE MUNICIPAL AIRPORT

WATSONVILLE, CA

-REPLACE RUNWAY 02 LOCALIZER SHELTER

-ESTABLISH HIGH POWER DISTANCE MEASURING EQUIPMENT

ISSUED FOR: BID

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REV DESCRIPTION JCN

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DRAWING NO

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REVIEWED BY

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I M

A M

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DATE

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8 234567

E D

01/15/2022

NURHAN TAN

PLATFORM MANAGER, AJW-2W14B

WATSONVILLE

AYN-D-LOC02-G002

ADM

LOC

ABBREVIATIONS, SYMBOLYS, & INDEX

a y n d l o c g d w g

NAVAIDS

ENGINEERING SERVICES

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

WATSONVILLE MUNICIPAL AIRPORT

THIS DRAWING PRODUCED ON THE WSA AUTOCAD SYSTEM

AUSTIN MIXSELL

PROJECT ENGINEER, AJW-2W14B

18062494

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ABBREVIATIONS

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SYMBOLS

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NO.

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TYPE

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RUNWAY

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DESCRIPTION

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RUNWAY 02 DRAWING LIST

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- SECTION, ELEVATION, DETAIL

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- SECTION, ELEVATION, DETAIL

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- GROUND

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- DWG NO. WHERE SECTION/ELEV. OR

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DETAIL IS SHOWN

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- SHEET NO. WHERE SECTION/ELEV. OR

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DETAIL IS SHOWN (THIS SERIES)

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- CONNECT

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- GROUND ROD

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- FUSE

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- DISCONNECT

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- EG OUTLET

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- TRANSFORMER (PAD MOUNTED)

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- TRANSFORMER (GENERAL)

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DRAWING NO

AutoCAD SHX Text TWO CONDUCTORS SINGLE CONDUCTOR AIR TO GROUND AMERICAN WIRE GAUGE BARE COPPER CONDUIT COMMUNICATION CONTROL DIRECT EARTH BURIAL DETAIL DIAMETER DISCONNECT DISTRIBUTION DRAWING EARTH ELECTRODE SYSTEM ELECTRICAL METALLIC TUBING EDGE OF PAVEMENT EDGE OF GRAVEL EXISTING FEDERAL AVIATION ADMINISTRATION FEDERAL GROUNDING ELECTRODE CONDUCTOR GOVERNMENT FURNISHED MATERIAL GOVERNMENT FURNISHED PROPERTY GROUND TO GROUND GROUND GALVANIZED RIGID STEEL CONDUIT (SAME AS GRMC) GALVANIZED RIGID METAL CONDUIT (SAME AS GRC) GREEN GUARD WIRE HEAVY DUTY HAND HOLE INDIVIDUAL CONTROL CABINET INTERFACE UNIT JUNCTION BOX LIQUID TIGHT FLEXIBLE METALLIC CONDUIT LIGHT HOUSING ASSEMBLY LOCALIZER MEDIUM INTENSITY APPROACH LIGHTING SYSTEM W/ RAIL MAXIMUM MANHOLE MINIMUM NEUTRAL NOT TO SCALE OBJECT FREE AREA OBSTACLE FREE ZONE POWER AND CONTROL (CABINET OR STATION) PRECISION APPROACH PATH INDICATOR PANEL POWER COMPANY POLYVINYL CHLORIDE RESIDENT ENGINEER RUNWAY END IDENTIFIER LIGHTS RIGID GALVANIZED STEEL CONDUIT RUNWAY POINT OF INTERCEPT RUNWAY REFERENCE POINT(PAPI) RUNWAY SAFETY AREA RUNWAY SHEET SURGE PROTECTION DEVICE SYSTEM SUPPORT CENTER THRESHOLD CROSSING HEIGHT THRESHOLD TOP OF CONCRETE TAXIWAY OBJECT FREE AREA TAXIWAY SAFETY AREA TAXIWAY TYPICAL UNLESS OTHERWISE NOTED VOLTS VERTICAL APPROACH SLOPE INDICATOR WITH WITHOUT TRANSFORMER

AutoCAD SHX Text 2/C 1/C A/G AWG B.C. C COMM CTRL D.E.B. DET DIA DISC DIST DWG EES EMT EOP EOG EXIST FAA FED G/E/C GFM GFP G/G GND GRC GRMC GRN GW HD HH ICC IFU J-BOX LFMC LHA LOC MALSR MAX MH MIN NEUT NTS OFA OFZ P/C PAPI PNL POCO PVC R.E. REIL RGSC RPI RRP RSA RWY SH SPD SSC TCH THR TOC TOFA TSA TWY TYP U.O.N. V VASI W/ W/O XFMR

AutoCAD SHX Text GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL DEMOLITION LAYOUT LAYOUT LAYOUT HPDME DETAILS HPDME DETAILS HPDME DETAILS STRUCTURAL ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL ELECTRICAL ELECTRICAL ELECTRICAL SECURITY

AutoCAD SHX Text N/A N/A N/A N/A N/A N/A RUNWAY 02 RUNWAY 02 RUNWAY 02 RUNWAY 02 N/A N/A N/A RUNWAY 02 RUNWAY 02 RUNWAY 02 RUNWAY 02 RUNWAY 02 RUNWAY 02 RUNWAY 02 RUNWAY 02 N/A

AutoCAD SHX Text AYN-D-LOC02-G001 AYN-D-LOC02-G002 AYN-D-ALD-G001 AYN-D-LOC02-G003 AYN-D-LOC02-G004 AYN-D-LOC02-G005 AYN-D-LOC02-D001 AYN-D-LOC02-C001 AYN-D-LOC02-C002 AYN-D-LOC02-C002 AYN-D-DME-C001 AYN-D-DME-C002 AYN-D-DME-C003 AYN-D-LOC02-S001 AYN-D-LOC02-A001 AYN-D-LOC02-A002 AYN-D-LOC02-A003 AYN-D-LOC02-A004 AYN-D-LOC02-E001 AYN-D-LOC02-E002 AYN-D-LOC02-E003 AYN-D-LOC02-Y001

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1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22.

AutoCAD SHX Text COVER SHEET ABBREVIATIONS, SYMBOLS, AND INDEX AIRPORT LAYOUT PLAN SITE ACCESS, STAGING & ENVIRONMENTAL PROTECTIONS GENERAL SITE DETAILS - 1 GENERAL SITE DETAILS - 2 LOCALIZER DEMOLITION PLAN LOCALIZER SITE PLAN LOCALIZER SHELTER PLOT PLAN LOCALIZER ANTENNA ARRAY PLOT PLAN NL-40 FOUNDATION & DETAILS NL-40 ASSEMBLY AND OPERATION ANTENNA MAST JUNCTION BOX SHELTER FOUNDATION PLAN SHELTER FLOOR PLAN & EXTERIOR WALL ELEVATIONS SHELTER INTERIOR WALL ELEVATIONS SHELTER LIFTING PLAN & MISC. DETAILS SHELTER FRAMING AND DETAILS GROUNDING PLAN SHELTER POWER RACK ONE-LINE DIAGRAM AND PANEL SCHEDULE SECURITY FENCING

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1. SANTA CRUZ TARPLANT, AN ENDANGERED SPECIES IS PRESENT ON THE AIRFIELD. THE GOVERNMENT WILL DELINEATE INDIVIDUAL INSTANCES OF THE PLANT USING PIN FLAGS PRIOR TO CONSTRUCTION START. SANTA CRUZ TARPLANT, AN ENDANGERED SPECIES IS PRESENT ON THE AIRFIELD. THE GOVERNMENT WILL DELINEATE INDIVIDUAL INSTANCES OF THE PLANT USING PIN FLAGS PRIOR TO CONSTRUCTION START. THE CONTRACTOR MUST MAINTAIN THESE MARKINGS THROUGHOUT CONSTRUCTION. THE CONTRACTOR MUST AVOID THIS PLANT THROUGHOUT CONSTRUCTION. IF INSTANCES OF THE PLANT ARE FOUND TO BE IN CONFLICT WITH THE CONSTRUCTION PLANS, THE CONTRACTOR MUST IMMEDIATELY INFORM THE RESIDENT ENGINEER. THE CONTRACTOR SHALL MINIMIZE TRAFFIC WHICH OCCURS OFF AIRPORT ACCESS ROADS TO THE MAXIMUM EXTENT PRACTICABLE AND MUST MINIMIZE GROUND DISTURBANCE OUTSIDE OF THE PROJECT LIMITS TO THE MAXIMUM EXTENT PRACTICABLE. 2. THE CONTRACTOR SHALL PROVIDE A TEMPORARY EROSION AND SEDIMENT CONTROL PLAN THAT MUST BE REVIEWED AND APPROVED BY THE FAA. THE LAYOUTS SHOWN ON AYN-D-LOC02-G003 MAY BE THE CONTRACTOR SHALL PROVIDE A TEMPORARY EROSION AND SEDIMENT CONTROL PLAN THAT MUST BE REVIEWED AND APPROVED BY THE FAA. THE LAYOUTS SHOWN ON AYN-D-LOC02-G003 MAY BE USED TO ASSIST IN THE PREPARATION OF THIS PLAN. BMPs MUST BE INSTALLED UNDER THE DIRECTION OF A CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) AND APPROVED BY THE FAA RESIDENT ENGINEER PRIOR TO BEGINNING ANY WORK. 3. THE CONTRACTOR SHALL REFRAIN FROM USING ANY OF THE AIRFIELD GRASS AREAS OUTSIDE OF WORK AREAS FOR PARKING, TURNAROUND OF EQUIPMENT OR ANY OTHER PURPOSES WHATSOEVER EXCEPT THE CONTRACTOR SHALL REFRAIN FROM USING ANY OF THE AIRFIELD GRASS AREAS OUTSIDE OF WORK AREAS FOR PARKING, TURNAROUND OF EQUIPMENT OR ANY OTHER PURPOSES WHATSOEVER EXCEPT AS CONSTRUCTION DICTATES. EQUIPMENT STORAGE AND MATERIAL STOCKPILING MAY OCCUR ONLY AT DESIGNATED STAGING AND STORAGE AREAS. ACCESS ROUTES SHOWN ON THE CSPP MUST BE USED TO THE MAXIMUM EXTENT PRACTICABLE. ANY DEVIATION FROM THE APPROVED ACCESS ROUTES AND GATES MUST BE APPROVED IN ADVANCE BY THE RESIDENT ENGINEER AND AIRPORT. ANY RUTS OR DEPRESSIONS CAUSED BY THE CONTRACTOR SHALL BE SMOOTHED AND LEVELED IN A MANNER ACCEPTABLE TO THE AIRPORT. IN DEEP RUTS WHICH CANNOT BE LEVELED TO THE PREVIOUS GRADE, TOPSOIL SHALL BE ADDED TO REPAIR THE RUT. RESEEDING OF ALL DAMAGED AREAS WILL BY ACCOMPLISHED BY THE CONTRACTOR WHEN WEATHER PERMITS. 4. THE CONTRACTOR SHALL PROVIDE AND CONTINUOUSLY MONITOR A TWO-WAY RADIO WITH A RANGE CAPABLE MAINTAINING CONTACT WITH THE ATCT DURING THE DAY AND ON CTAF AT NIGHT. THE THE CONTRACTOR SHALL PROVIDE AND CONTINUOUSLY MONITOR A TWO-WAY RADIO WITH A RANGE CAPABLE MAINTAINING CONTACT WITH THE ATCT DURING THE DAY AND ON CTAF AT NIGHT. THE CONTRACTOR'S OPERATIONS WILL BE SUSPENDED ANYTIME THE REQUIRED RADIOS ARE NOT AVAILABLE OR OPERATIONAL. 5. VEHICULAR AND FOOT TRAFFIC CROSSING ACTIVE AIRCRAFT MOVEMENT AREAS MUST BE COORDINATED WITH THE ATCT VIA THE TWO-WAY RADIO. IN ADDITIONAL TO RECEIVING CLEARANCE FROM ATC THE VEHICULAR AND FOOT TRAFFIC CROSSING ACTIVE AIRCRAFT MOVEMENT AREAS MUST BE COORDINATED WITH THE ATCT VIA THE TWO-WAY RADIO. IN ADDITIONAL TO RECEIVING CLEARANCE FROM ATC THE DRIVER MUST CONFIRM VIA PERSONAL OBSERVATION THAT NO AIRCRAFT IS APPROACHING HIS/HER POSITION. 6. THE CONTRACTOR SHALL MAINTAIN AN UPDATED SCHEDULE PER CONTRACT REQUIREMENTS. THE AIRPORT IS REQUIRED TO ISSUE NOTICES TO AIRMAN (NOTAMs) FOR CRITICAL OPERATIONAL CHANGES THE CONTRACTOR SHALL MAINTAIN AN UPDATED SCHEDULE PER CONTRACT REQUIREMENTS. THE AIRPORT IS REQUIRED TO ISSUE NOTICES TO AIRMAN (NOTAMs) FOR CRITICAL OPERATIONAL CHANGES INCLUDING RUNWAY CLOSURES. THE CONTRACTOR MUST COORDINATE WITH THE RESIDENT ENGINEER ON CLOSURE SCHEDULES AND ENSURE THAT NOTAMs ARE ISSUED PRIOR TO COMMENCING WORK. A MINIMUM OF 5 DAYS NOTICE IS REQUIRED FOR ANY RUNWAY OR TAXIWAY CLOSURES. 7. ANY OUTAGES OF FAA EQUIPMENT MUST BE SCHEDULED A MINIMUM OF 3 DAYS IN ADVANCE WITH THE RESIDENT ENGINEER. ANY OUTAGES OF FAA EQUIPMENT MUST BE SCHEDULED A MINIMUM OF 3 DAYS IN ADVANCE WITH THE RESIDENT ENGINEER. 8. ANY AREAS DAMAGED BY THE CONTRACTOR SHALL BE RESTORED TO ORIGINAL CONDITIONS. AREAS WHICH WERE GRAVELED SHALL BE REPAIRED IN-KIND USING THE CROSS SECTION SHOWN ON ANY AREAS DAMAGED BY THE CONTRACTOR SHALL BE RESTORED TO ORIGINAL CONDITIONS. AREAS WHICH WERE GRAVELED SHALL BE REPAIRED IN-KIND USING THE CROSS SECTION SHOWN ON AYN-D-LOC02-G004. AREAS WHICH WERE GRASS MUST BE RE-SEEDED VIA HYDROSEEDING. THE CONTRACTOR WILL MAINTAIN SUCH AREAS UNTIL THE CAI. THE SEED MIXTURE MUST BE APPROVED IN ADVANCE BY THE AIRPORT. 9. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ELECTRICAL WORK WITH THE POWER COMPANY. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ELECTRICAL WORK WITH THE POWER COMPANY. 11. THE CONTRACTOR MUST PLACE SURVEY LATHE AT A MAXIMUM SPACING OF 25' IN THE VICINITY OF THE WORK AREA TO DELINEATE THE BOUNDARIES OF THE RSA, ROFA, TSA, TOFA, AND ILS CRITICAL THE CONTRACTOR MUST PLACE SURVEY LATHE AT A MAXIMUM SPACING OF 25' IN THE VICINITY OF THE WORK AREA TO DELINEATE THE BOUNDARIES OF THE RSA, ROFA, TSA, TOFA, AND ILS CRITICAL AREA. SUFFICIENT MARKINGS MUST BE INSTALLED TO CLEARLY DELINEATE THE BOUNDARIES. VICINITY IS DEFINED WITHIN THE LIMITS OF THIS NOTE TO MEAN WITH 200'. IF WORK IS OUTSIDE THE VICINITY OF THESE SURFACES THEN THEY DO NOT NEED TO BE DELINEATED IN THAT AREA. 12. THE CONTRACTOR MAY NOT STAGE EQUIPMENT OR STOCKPILE MATERIALS WITHIN THE ROFA OR TOFA. STOCKPILING WILL BE RESTRICTED TO THAT MATERIALS WHICH WILL BE USED WITHIN THE WORK SHIFT.THE CONTRACTOR MAY NOT STAGE EQUIPMENT OR STOCKPILE MATERIALS WITHIN THE ROFA OR TOFA. STOCKPILING WILL BE RESTRICTED TO THAT MATERIALS WHICH WILL BE USED WITHIN THE WORK SHIFT.

GENERAL NOTES

REV DESCRIPTION JCN

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DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

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ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

A T

I M

A M

APPROVED

DATE

I L

E S

8 234567

E D

01/15/2022

NURHAN TAN

PLATFORM MANAGER, AJW-2W14B

WATSONVILLE

AYN-D-ALD-C001

ADM

ALD

AIRPORT LAYOUT PLAN

a y n d a l d c d w g

NAVAIDS

ENGINEERING SERVICES

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

WATSONVILLE MUNICIPAL AIRPORT

THIS DRAWING PRODUCED ON THE WSA AUTOCAD SYSTEM

AUSTIN MIXSELL

PROJECT ENGINEER, AJW-2W14B

18062494

AIRPORT DATA

AIRPORT

WATSONVILLE MUNICIPAL

AIRPORT (KWVI)

FAA LID WVI

AIRPORT REFERENCE CODE B-II

TIME ZONE UTC: -8 (UTC -7 DURING DAYLIGHT SAVINGS TIME)

COMM FREQ (MHz) CTAF/UNICOM: 122.8

AIRPORT REFERENCE POINT N 36° 56' 07.791" / W 121° 47' 23.073" / EL. 163' (NAVD 88)

AIRPORT MAGNETIC

VARIATION

13.37° E, 0.1°/YR (2014)

FLIGHT SERVICE STATION OAKLAND

AIR ROUTE TRAFFIC

CONTROL CENTER (ARTCC)

OAKLAND CENTER

POWER COMPANY PACIFIC GAS & ELECTRIC (PG & E)

AIRPORT MANAGER RAYVON WILLIAMS (831) 768-3575

FLIGHT INSPECTION OFFICE SAC

WEATHER SOURCE ASOS 132.275 (831-724-8794)

TAXIWAY DESIGN GROUP 3

RUNWAY DATA

RUNWAY 02 RUNWAY 20 RUNWAY 09 RUNWAY 27

FAA RUNWAY CLASSIFICATION NON-PRECISION (PRIMARY) NON-PRECISION (PRIMARY) VISUAL (UTILITY) VISUAL (UTILITY)

CRITICAL AIRCRAFT CITATION CJ3 CITATION CJ3 CESSNA 182 CESSNA 182

RUNWAY REFERENCE CODE B-II B-II B-I B-1

RUNWAY SURFACE TYPE ASPHALT ASPHALT ASPHALT ASPHALT

EFFECTIVE RUNWAY GRADIENT % 0.20% -0.20% -0.70% 0.70%

RUNWAY LENGTH AND WIDTH 4501' x 150' 4502' x 150' 3998' x 98' 3998' x 98'

DISPLACED THRESHOLD

COORDINATES & ELEVATION

N/A N 36° 56' 17.2088" / W 121° 47' 19.1125"

/ 155.0'

N/A N/A

RUNWAY SAFETY AREA LENGTH

BEYOND DER x LENGTH PRIOR TO

THRESHOLD AND WIDTH

300' x 300' x 150' 300' x 300' x 150' 240' x 240' x 120' 240' x 240' x 120'

RUNWAY END COORDINATES &

ELEVATION (NAD83/NAVD88)

N 36° 55' 44.5333" / W 121° 47'

44.8642" / 139.4'

N 36° 56' 22.1376" / W 121° 47' 15.2282"

/ 157.3'

N 36° 56' 17.9780" / W 121° 47'

38.6633" / 163.2'

N 36° 56' 11.2350" / W 121° 46'

50.1373" / 136.2'

RUNWAY LIGHTING MIRL MIRL NONE NONE

RUNWAY OBJECT FREE AREA

LENGTH BEYOND DER x LENGTH

PRIOR TO THRESHOLD AND WIDTH

300' x 300' x 500' 300' x 300' x 500' 240' x 240' x 250' 240' x 240' x 250'

CONSTRUCTION NOTES:

250' 0 250' 500'

SCALE: 1" = 250'

AREA OF WORK

ACCESS GATE

NEW

LOC/DME PLOT

EXISTING

LOC SHELTER

EXISTING

LOC ANTENNA

ARRAY

EXISTING

RTR/ASOS

B U

E N

A V

A D

C A

L A

B A

S A

N O

R T

S O

U T

L V

F R

E E

D O

L V

AIRPORT BLVD

C A

B R

I L

W Y

ONUM

ENT A

E P

A V

C A

R L E

M E

M O

L A V

COFFEY LN

1. THIS SHEET PROVIDES AN OVERVIEW OF THE WORK AREA. SEE FOLLOWING

SHEETS FOR FURTHER DETAIL.

2. CONDUITS AND CABLES SHOWN ON THIS SHEET AS EXISTING ARE SHOWN IN

APPROXIMATE LOCATION AND ARE NOT COMPREHENSIVE. THEY ARE SHOWN

FOR REFERENCE ONLY. THE CONTRACTOR MUST COMPLETE LOCATES PRIOR

TO ANY EXCAVATION.

SURVEY CONTROL DATA

DESIGNATION TYPE PID POSITION

ARP 1976 WVI SACS GU4271 N 36° 56' 11.72716"/W 121° 47'

28.04141" / 153.2'

FAA WVI A PACS GU4280 N 36° 55' 55.27458" / 121° 47'

38.31469" W / 142.2'

WVI B SACS DG7487 N 36° 56' 13.20353" / 121° 46'

47.46042" W / 137.2'

NOTE: SEE https://www.ngs.noaa.gov/cgi-bin/airports.prl?TYPE=PACSAC FOR COMPLETE

STATION INFORMATION.

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FOOTBRIDGE

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STORAGE BIN

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SOLAR PANELS

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STORAGE BINS

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STORAGE BINS

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STORAGE BINS

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SEGMENTED CIRCLE

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RAISED PLATFORM

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STORAGE BIN

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STOCKPILE

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STORAGE BIN

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PAPI

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PAPI

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

A T

I M

A M

APPROVED

DATE

I L

E S

8 234567

E D

01/15/2022

NURHAN TAN

PLATFORM MANAGER, AJW-2W14B

WATSONVILLE

AYN-D-LOC02-G003

ADM

LOC

SITE ACCESS, STAGING, HAUL ROUTES

& ENVIRONMENTAL PROTECTIONS

a y n d l o c g d w g

NAVAIDS

ENGINEERING SERVICES

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

WATSONVILLE MUNICIPAL AIRPORT

THIS DRAWING PRODUCED ON THE WSA AUTOCAD SYSTEM

AUSTIN MIXSELL

PROJECT ENGINEER, AJW-2W14B

18062494

ACCESS GATE

PRIMARY

STAGING AREA

EXISTING

LOC SHELTER

EXISTING

LOC ANTENNA

ARRAY

ONUM

ENT A

C A

R L E

1. AN ENDANGERED SPECIES, THE SANTA-CRUZ TARPLANT IS PRESENT AT THE AIRPORT. APPROXIMATE

LIMITS OF THE PLANT GROWTH ARE SHOWN ON THIS EXHIBIT. PRIOR TO CONSTRUCTION START THE

GOVERNMENT WILL DELINEATE INSTANCES AND BOUNDARIES OF PLANT GROUND WITHIN/NEAR THE

WORK LIMITS.

1.1. THE CONTRACTOR MUST INSTALL BMPS AT ALL INSTANCES OF THE PLANT THAT OCCUR WITHIN 20'

OF ANY EXCAVATION. BMPS MUST BE INSTALLED A MINIMUM OF 10' FROM THE LIMITS OF PLANT

GROWTH.

1.2. THE RESIDENT ENGINEER MAY FIELD ADJUST STRUCTURES AND DUCT BANK AS REQUIRED TO AVOID

INSTANCES OF TARPLANT. MAINTAIN A MINIMUM OF 10' CLEARANCE TO EDGE OF PLANT GROWTH.

2. THE CONTRACTOR MUST PROTECT ALL CATCH BASINS AND INLETS PRESENT WITHIN 50' OF THE WORK

LIMITS. CATCH BASIN AND INLET PROTECTION MAY BE ACCOMPLISHED WITH FILTER SOCKS, STRAW

WATTLES, OR CATCH BASIN DRAIN FILTERS.

3. THE CONTRACTOR MUST COMPLETE LAYOUT OF THE NEW ACCESS ROAD AND GRAVEL SURFACING

PRIOR TO BEGINNING ANY OTHER WORK AT THE SITE AND KEEP ALL CONSTRUCTION TRAFFIC WITHIN

THE WORK LIMITS.

4. THE CONTRACTOR MUST KEEP EQUIPMENT STORAGE, STAGING, STOCKPILING WITHIN THE WORK LIMITS

AS SHOWN. ALL EQUIPMENT AND MATERIALS MUST BE RELOCATED TO THE STAGING AREA AT THE END

OF EVERY SHIFT.

5. THE CONTRACTOR MUST ACCESS THE SITE VIA THE INDICATED ACCESS ROUTE AND THE GATE OFF

BUENA VISTA DR. ANY DEVIATION FROM THE APPROVED ACCESS ROUTE AND GATE MUST BE APPROVED

IN ADVANCE BY THE RESIDENT ENGINEER. THE GATE MUST BE CLOSED AND SECURELY LOCKED AFTER

EACH ENTRANCE/EXIT OR MUST BE CONTINUALLY MANNED BY PERSONNEL WHO HAVE BEEN TRAINED BY

THE AIRPORT.

6. WORK LIMITS ARE DEFINED AS THE GREATER OF 20' FROM THE CENTERLINE OF ALL DUCT BANKS, 10'

BEYOND THE EDGES OF SURFACING AND 20' BEYOND THE EDGE OF ANY STRUCTURE (FOUNDATIONS, BUILDINGS, HANDHOLES, ETC.) WHICHEVER IS GREATER.

7. THIS PLAN DELINEATES THE MINIMUM EROSION AND SEDIMENTATION CONTROL MEASURES. THE

CONTRACTOR'S CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) HAS RESPONSIBILITY FOR

INSTALLING ADDITIONAL BMPs AS REQUIRED BASED ON SITE CONDITIONS.

8. DUE TO THE PROXIMITY TO LOCAL RESIDENCES WORK TIMES WILL BE STRICTLY ENFORCED.

8.1. STANDARD WORKING HOURS ARE 0900-1700 M-F

8.2. THE CONTRACTOR MAY ARRIVE ON SITE PRIOR TO 0900 AND REMAIN ON SITE PAST 1700 BUT MUST

NOT COMPLETE ANY HEAVY CONSTRUCTION OR HIGH NOISE LEVEL WORK (SUCH AS EXCAVATIONS, DEMOLITION, CONCRETE/GRAVEL DELIVERIES, USE OF JACKHAMMERS OR IMPACT DRIVERS, ECT.)

OUTSIDE OF THE STANDARD WORKING HOURS.

8.3. THE CONTRACTOR MAY WORK ON SATURDAY FROM 0900-1700 BUT MUST NOT COMPLETE ANY HEAVY

CONSTRUCTION (SUCH AS EXCAVATIONS, DEMOLITION, CONCRETE/GRAVEL DELIVERIES, USE OF

JACKHAMMERS OR IMPACT DRIVERS, ECT.) ON SATURDAYS.

8.4. WORK IS NOT ALLOWED ON SUNDAYS.

9. DUE TO THE PROXIMITY OF THE LOCALIZER ARRAY TO THE DEPARTURE END OF RWY 02, VEHICLES OVER

10' IN HEIGHT MAY PENETRATE THE RUNWAY DEPARTURE SURFACE. THE RESIDENT ENGINEER MUST

COORDINATE TRAFFIC CROSSINGS FOR VEHICLES OVER 10' IN HEIGHT BEHIND THE LOCALIZER ARRAY

WITH DEPARTING TRAFFIC. SEE LIMITS OF P77 DEPARTURE SURFACE SHOWN THIS SHEET.

SILT FENCE OR OTHER BMP

ON LOW SIDE OF LOC/DME SITE

SILT FENCE OR OTHER BMP

WHERE TARPLANT OCCURS WITHIN

20' OF WORK LIMITS

NOTES:

APPROXIMATE LIMITS OF

SANTA-CRUZ TARPLANT (TYP.)

SEE NOTE 1

40' 0 40' 80'

SCALE: 1" = 40'

AutoCAD SHX Text

POWER & CTRL

FAA / PAPI

SET 1" ABOVE

SURROUNDING

TERRAIN

HINGED STEEL HATCH BOLTED TO FRAME,

GROUND HATCH WITH INSULATED #6

CONNECTED TO BUS BAR W/ SUFFICIENT SLACK

TO OPEN VAULT WITHOUT RESISTANCE

M I N

COPPER BUS BAR 4"x18"x1/4" WITH INSULATOR STAND OFFS

INSTALL APPROXIMATELY 12" OFF VAULT FLOOR, NOT TO

INTERFERE WITH CONDUITS ALL GROUNDING CONNECTIONS

IN VAULT ARE CONNECTED TO THE BUS BAR WITH

HYDRAULICALLY CRIMPED TWO HOLE LUGS

CABLE LOOP IN HANDHOLE. CABLE LOOPS SUPPORTED ON 3" POLYCARBONATE

SADDLE RACKS (UNDERGROUND DEVICES 3SR1 OR EQUAL) ATTACHED TO

HANDHOLE WALLS WITH SS WEDGE ANCHORS, IF LOCATED IN A SHARED VAULT,

MAINTAIN A MINIMUM OF 6" SEPARATION BETWEEN POWER AND CONTROL LINES

GRMC OR PVC CONDUITS AS REQ'D, DUCT SEAL AROUND

INCOMING CABLES ONLY IF THEY ARE TERMINATING IN

EQUIPMENT AND/OR A BUILDING, IF TERM-A-DUCTS ARE

NOT USED: CONDUIT EXTENDS 2" INTO HANDHOLE AND

GROUT IS PLACED AROUND INCOMING CONDUITS, ENDS

OF PVC CONDUITS HAVE BELL ENDS AND ENDS OF GRMC

HAVE INSULATED GROUND BUSHINGS WITH A #6 GRN

MECHANICALLY CONNECTED TO THE BUS BAR

6" DEEP 3/4" MINUS COMPACTED CRUSHED ROCK

OVER GEOTEXTILE FABRIC

6" DIA. DRAIN HOLE

3/4" DIA PVC NIPPLE

4/0 B.C. FROM GROUND

ROD TO GROUND BUS

3/4"x10' COPPER CLAD STEEL GROUND

ROD, EXOTHERMICALLY WELD GUARD

WIRE AND 4/0 TO GROUND ROD

1. EACH CABLE TAGGED IN EVERY VAULT AND PULLBOX AT LEAST TWICE, ONCE AT THE ENTRANCE AND ONCE AT THE EXIT. ALL POWER AND CONTROL CABLES

ARE TAGGED PER THE LATEST VERSION OF FAA-C-1391.

2. USE ALMETEK .030" THICK POLYETHYLENE CABLE MARKERS SIZED AS REQ'D W/ MIN. 1/4" HIGH LETTERS. ALTERNATIVELY CIRCULAR BRASS CABLE TAGS MAY

BE USED AS WELL. TAGS ATTACHED TO CABLES WITH NYLON TIE WRAPS.

3. ALL UNUSED CONDUITS SHALL HAVE A PULL STRING INSTALLED AND SECURED IN EACH VAULT.

4. EACH HANDHOLE SHALL HAVE A GROUND ROD INSTALLED BETWEEN 2' AND 6' FROM THE WALL EDGE.

5. ALL HANDHOLES IN THE RSA AND TSA ARE 100KIP AIRCRAFT RATED. UNLESS OTHERWISE INDICATED ALL OTHER HANDHOLE ARE H-20 RATED, PROOF LOADED

TO AASHTO M306.

EACH HANDHOLE IS IDENTIFIED WITH ITS CONTENTS,

FACILITY, AND OWNERSHIP. AN EXAMPLE IS SHOWN

BELOW. LETTERS ARE 2" HIGH AND MACHINE ENGRAVED

OR WELDED INTO THE COVER.

TERMA-A-DUCTS AS REQ'D

HOT DIPPED GALVANIZED STEEL

HATCH W/ HINGES, SPRING ASSIST

AND LOCKABLE LATCH

4" MIN.

DIMENSIONS VARY SEE PLAN SHEETS

6" CRUSHED ROCK ( 3" CLASS 6 SURFACE COURSE,

OVER 3" CLASS 5 BASE COURSE) COMPACTED TO

95% OF MAX. DRY DENSITY AS PER AASHTO T-99,

SEE NOTE 2

SURROUNDING GRADE

SUBGRADE

COMPACT SUBGRADE PRIOR

TO GEOTEXTILE APPLICATION

GEOTEX 801 SEPARATION GEOTEXTILE

1.5' MINIMUM OVERLAP BETWEEN SHEETS

1. CRUSHED ROCK ACCESS ROADS LOCATED INSIDE THE RSA FOLLOW THE SLOPE/CONTOUR OF THE GROUND. CRUSHED ROCK ACCESS ROAD LOCATED OUTSIDE THE RSA ARE

CROWNED WITH A 4% SLOPE AND MAY BE SET 1" ABOVE SURROUNDING GRADE.

2. CRUSHED ROCK SURFACING IS PLACED KEYED-IN TO THE SURROUNDING GRADE. SLOPE AS REQUIRED TO PREVENT PONDING.

3. MATERIAL SUBSTITUTIONS (TO ASPHALT MILLINGS OR CRUSHED CONCRETE) ARE ALLOWABLE WITH PRIOR WRITTEN APPROVAL OF THE PROJECT ENGINEER.

1/0 B.C. GUARD WIRE

1/0 B.C. JUMPER SWEEP

EXOTHERMICALLY WELD

JUMPER TO GUARD WIRE

6'-0" TYP.

MINIMUM 9" BEND RADIUS

3/4"x10' COPPER CLAD

STEEL GROUND ROD

1. THE GUARD WIRE RUNS CONTINUOUSLY ALONG THE CABLE/DUCT RUN WITH NO DEVIATIONS FROM THE

RUN AND NO GAPS.

2. THE GUARD WIRE IS BONDED TO THE EES AT EACH END AND TO GROUND RODS ALONG THE LENGTH OF

THE RUN.

3. GROUND RODS ARE INSTALLED APPROXIMATELY 6' ON EITHER SIDE OF THE TRENCH AND CONNECTED

VIA JUMPER WIRE TO THE GUARD WIRE. ALL CONNECTION ARE EXOTHERMICALLY WELDED.

4. THE JUMPER WIRES ARE SWEPT AWAY FROM THE GUARD WIRE IN A REPEATABLE PATTERN AS SHOWN.

5. GUARD WIRES ARE SPACED 100' ± 10' ALONG THE DUCT. VARY THE SPACING BETWEEN RODS BY 10% TO

PREVENT RESONANCE.

ALL AREAS DISTURBED BY EXCAVATIONS AND NOT

COVERED IN GRAVEL OR ASPHALT SHALL BE SEEDED

FERTILIZED AND MULCHED. (TACKIFIER TO BE APPLIED

DIRECTED BY THE RESIDENT ENGINEER)

SELECT BACKFILL,

COMPACTED TO 95%

MAXIMUM DRY DENSITY

PER AASHTO T-99

C O V E R

WARNING TAPE, 6" RED, FOIL-BACKED,

DETECTABLE, BURIED 6" BELOW GRADE

1/0 B.C. GUARD WIRE ABOVE

DUCT BANK, BONDED TO GROUND RODS

3/4" x 10' COPPER CLAD STEEL

GROUND ROD AND 1/0 B.C.

JUMPER PLACED 6' FROM

TRENCH AT APPROX.100'

INTERVALS, SPACING ± 10%

FOR EACH INTERVAL

6" OF SAND COVER.

SEE NOTE 3 FOR

CONC. ENCASED DUCT

GRMC OR PVC CONDUIT

AS REQ'D SIZED AS

INDICATED ON PLAN SHEETS

6" MINIMUM WALL TO WALL VERTICAL

SEPARATION BETWEEN POWER AND CONTROL

CONDUITS, VERTICAL SPACING BETWEEN

SIMILAR CONDUITS IS 3" TYPICAL

4" BEDDING BELOW

BOTTOM CONDUIT

MINIMUM TRENCH WIDTH IS 12" FOR

SINGLE CONDUIT, MINIMUM TRENCH

WIDTH FOR MULTIPLE CONDUITS BASED

ON SPACING REQUIREMENTS SHOWN.

SEE NOTE 3

6" MINIMUM WALL TO WALL HORIZONTAL

SEPARATION BETWEEN POWER AND CONTROL

CONDUITS, HORIZONTAL SPACING BETWEEN

SIMILAR CONDUITS IS 3" TYPICAL

3" MIN. CONDUIT

WALL TO TRENCH WALL

1. THIS DETAIL TO BE USED FOR ALL DUCT FOR WHICH A SPECIFIC DETAIL DOES NOT APPLY.

2. FILL COMPACTED IN MAXIMUM 6" LIFTS.

3. CONCRETE COVER OVER CONDUITS (IF SPECIFIED AS CONCRETE ENCASED) IS A MINIMUM OF 3" ON ALL WALLS.

4. MINIMUM TRENCH WIDTH CAN BE REDUCED TO THAT REQUIRED TO MEET SPACING REQUIREMENTS IF APPROVED IN WRITING BY THE RESIDENT

ENGINEER.

5. IF CROSSING UNDER OTHER UTILITIES MAINTAIN 6" VERTICAL CLEARANCE TO TOP OF CONDUIT. GUARD WIRE AND WARNING TAPE MAY BE

ROUTED ON TOP OF OTHER UTILITY WITH THE PERMISSION OF THE RESIDENT ENGINEER.

ALL AREAS DISTURBED BY EXCAVATIONS AND NOT

COVERED IN GRAVEL OR ASPHALT SHALL BE SEEDED

FERTILIZED AND MULCHED. (TACKIFIER TO BE APPLIED

DIRECTED BY THE RESIDENT ENGINEER)

SELECT BACKFILL,

COMPACTED TO 95%

MAXIMUM DRY DENSITY

PER AASHTO T-99

M I N

C O V E R

12" MIN. OF SAND COVER

4" MIN. SAND BELOW

BOTTOM OF CONDUIT

24" MIN. TRENCH WIDTH

12" MIN. CONDUIT

WALL TO WALL SEPARATION

1. FILL COMPACTED IN MAXIMUM 6" LIFTS.

2. INSTALL 1000 -LB RATEED NONCONDUCTIVE PULL LINE IN CONDUIT. A 2500-LB RATED PULL LINE IS REQUIRED

FOR HDPE DUCTS.

3. CONCRETE COVER (IF REQUIRED) OVER CONDUITS IS A MINIMUM OF 3" ON ALL WALLS.

4. CONCRETE TO MEET A MINIMUM COMPRESSIVE STRENGTH OF 3000PSI AT 28-DAYS.

5. IF CROSSING UNDER OTHER UTILITIES MAINTAIN 6" VERTICAL CLEARANCE TO TOP OF CONDUIT.

6. UTILITY COMPANY MAY REQUIRE ADDITIONAL INSPECTIONS PRIOR TO BACKFILL. THE CONTRACTOR MUST

COORDINATE THE INSTALLATION WITH THE POWER COMPANY.

3" SCH 80 PVC (PG&E)

WARNING TAPE, 6" RED, FOIL-BACKED,

DETECTABLE, BURIED 6" BELOW GRADE

(NOT REQUIRED FOR DIRECTIONAL BORES)

3" MIN. CONDUIT

WALL TO WALL SEPARATION

2" SCH 80 PVC (AT&T)

EMT IS BOTTOMED OUT

IN FRANGIBLE COUPLING

(TYP. ALL FRANGIBLES)

APPLY A COPPER BASED

ANTI-SEIZE COMPOUND

(SUCH AS PERMATEX OR

LOCTITE LB 8008) ON

ALL EXTERNAL THREADS

1/2"x3/4"

STAINLESS STEEL

WEDGE ANCHORES

(RED HEAD WW-1236)

CROUSE-HINDS

#25684 FLOOR FLANGE

FRANGIBLE

COUPLING

2" LOCKNUT

TOP OF FOUNDATION

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

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ISSUED BY

8 1234567

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REVIEWED BY

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APPROVED

DATE

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8 234567

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01/15/2022

NURHAN TAN

PLATFORM MANAGER, AJW-2W14B

ADM

WATSONVILLE

AYN-D-LOC02-G004

ADM

LOC

GENERAL SITE DETAILS - 1

a y n d l o c g d w g

NAVAIDS

ENGINEERING SERVICES

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

WATSONVILLE MUNICIPAL AIRPORT

THIS DRAWING PRODUCED ON THE WSA AUTOCAD SYSTEM

AUSTIN MIXSELL

PROJECT ENGINEER, AJW-2W14B

18062494

H-20 RATED HANDHOLE

NOT TO SCALE

NOTES:

CRUSHED ROCK SURFACING AND ACCESS ROADS

NOT TO SCALE

NOTES:

TYPICAL GUARD WIRE

NOT TO SCALE

NOTES:

GENERAL DUCT BANK

NOT TO SCALE

NOTES:

DUCT BANK FOR PG&E & AT&T

NOT TO SCALE

NOTES:

TYPICAL FRANGIBLE COUPLING

NOT TO SCALE

AutoCAD SHX Text

PWR & CTRL

FAA / PAPI

KEEP OUT

ILS CRITICAL

AREA

12"x24" CRITICAL

AREA SIGN

18"

BLACK PVC PIPE CAP

22" LONG P3300

HDG UNISTRUT

" 2" EMT (TYP.)

1/2"x3 3/4" STAINLESS

STEEL WEDGE ANCHORS

(RED HEAD WW-1236)

FLOOR FLANGE

CROUSE-HINDS

PN 25684

FRANGIBLE COUPLING

30"Lx12"Wx18"D

CONCRETE PAD

FINISHED GRADE

#4 REBAR 12" O.C. EACH WAY

TOP AND BOTTOM MATS

24"

5/8" THICK BRIGHT

WHITE BORDER

1 1/2" RADIUS

(TYP.)

3/8"

(TYP.)

T Y P

2" HIGH

LETTERS

1 1/2" HIGH

LETTERS· MUTCD HORIZONTAL RECTANGLE 24"x12" BLANK

STANDARD

· SIGN MADE FROM 0.080" THICK ALUMINUM

· WHITE LETTERS ON RED BACKGROUND WITH 3M SERIES

3930 HIGH INTENSITY PRISMATIC REFLECTIVE SHEETING.

· FONT: MUTCD "SERIES B 2000"

2" PIPE

CLAMP (TYP.)

2" EMT CONDUIT (TYP.)

HDG P3300 UNISTRUT (7/8" DEEP)

SIGN MOUNTED TO

UNISTRUT WITH

1/4"x3/4" LONG BOLTS

AND 1/4" SPRING NUTS

BOLT LOCATIONS ARE

IN LINE WITH EMT

GRADE LINE

EXOTHERMIC WELD

4/0 AWG BARE COPPER GROUND

CONDUCTOR (19-STRAND)

3/4" x 10' COPPER-CLAD

STEEL GROUND ROD

NOTES:

1. EARTH ELECTRODE SYSTEM (EES) CABLE IS BURIED A MINIMUM OF 2' BELOW

GRADE WITH THE TOP OF THE VERTICALLY DRIVEN GROUND RODS A

MINIMUM OF 12" BELOW GRADE.

GROUND ROD DETAIL

NOT TO SCALE

M I N

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

A T

I M

A M

APPROVED

DATE

I L

E S

8 234567

E D

01/15/2022

NURHAN TAN

PLATFORM MANAGER, AJW-2W14B

WATSONVILLE

AYN-D-LOC02-G005

ADM

LOC

GENERAL SITE DETAILS - 2

a y n d l o c g d w g

NAVAIDS

ENGINEERING SERVICES

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

WATSONVILLE MUNICIPAL AIRPORT

THIS DRAWING PRODUCED ON THE WSA AUTOCAD SYSTEM

AUSTIN MIXSELL

PROJECT ENGINEER, AJW-2W14B

18062494

TYPICAL AIRFIELD STOP SIGN (REAR PROFILE)

NOT TO SCALE

STANDARD SIGNAGE

NOT TO SCALE

SIGN CONNECTION (SIDE PROFILE)

NOT TO SCALE

REV DESCRIPTION JCN

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DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

A T

I M

A M

APPROVED

DATE

I L

E S

8 234567

E D

01/15/2022

NURHAN TAN

PLATFORM MANAGER, AJW-2W14B

WATSONVILLE

AYN-D-LOC02-D001

ADM

LOC

DEMOLITION PLAN

a y n d l o c d d w g

NAVAIDS

ENGINEERING SERVICES

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

WATSONVILLE MUNICIPAL AIRPORT

THIS DRAWING PRODUCED ON THE WSA AUTOCAD SYSTEM

AUSTIN MIXSELL

PROJECT ENGINEER, AJW-2W14B

18062494

1. DEMOLITION OF EXISTING LOCALIZER SHELTER MUST NOT OCCUR UNTIL NEW LOC/DME SHELTER IS

INSTALLED. THE CONTRACTOR MUST PROVIDE 7 DAYS NOTICE TO THE RESIDENT ENGINEER TO

SCHEDULE THE REMOVAL OF EXISTING GOVERNMENT EQUIPMENT FROM THE EXISTING SHELTER. THE

GOVERNMENT WILL REMOVE THE EXISTING LOCALIZER EQUIPMENT RACK FROM THE EXISTING SHELTER

PRIOR TO DEMOLITION. THE GOVERNMENT MAY ELECT TO REMOVE SOME OR ALL OF THE FURNITURE

AND OTHER INTERIOR APPURTENANCES FROM THE EXISTING SHELTER. ANY EQUIPMENT, MATERIALS, FURNITURE, ECT. LEFT IN THE EXISTING EQUIPMENT SHELTER WILL BECOME THE PROPERTY OF THE

CONTRACTOR AND MUST BE DISPOSED OF.

2. THE EXISTING EQUIPMENT SHELTER IS KNOW TO CONTAIN ASBESTOS CONTAINING MATERIALS (ACMs).

SPECIFICALLY CHRYSOTILE ASBESTOS IS PRESENT IN THE WHITE FRAME CAULK AROUND DOOR FRAMES

AND METAL PANELS, AND THE SILVER PAINT AND CLEAR RESINOUS MATERIAL ASSOCIATED WITH THE

ROOF. A COPY OF THE ASBESTOS SURVEY INVENTORY REPORT WILL BE PROVIDED TO THE

CONTRACTOR UPON CONTRACT AWARD.

2.1. THE CONTRACTOR MUST HIRE A LICENSED ASBESTOS REMEDIATION CONTRACTOR TO PERFORM

REMEDIATION ACTIVITIES PRIOR TO DEMOLITION.

3. THE EXISTING LOCALIZER SHELTER IS AN 8' x 16' TRAILER SET ON CINDER-BLOCKS OVER CONCRETE

PIERS. PIERS ARE OF UNKNOWN SIZE AND DEPTH. ADDITIONALLY THE SHELTER CONTAINS A WOODEN

PORCH (APPROXIMATELY 4' x 4' WITH (4) STEPS). THE CONTRACTOR MUST COMPLETELY DEMOLISH THE

EXISTING SHELTER, PORCH, FOUNDATIONS, AND ANY ASSOCIATED STRUCTURES.

4. FOUNDATIONS TO BE REMOVED TO FULL DEPTH AND BACKFILLED WITH STRUCTURAL FILL TO 6" BELOW

FINAL GRADE. THE FINAL 6" SHALL BE BACKFILLED WITH MATERIAL MATCHING THE SURROUNDING

SURFACE. I.E. IF SURROUNDING AREA IS CRUSHED ROCK THEN BACKFILL FINAL 6" WITH CRUSHED ROCK, IF AREA IS GRASSED THEN BACKFILLL WITH TOPSOIL AND RESEED.

5. REMOVE ALL CABLE IF IN CONDUIT AND REMOVE 20' OF CONDUIT AT EACH END OF RUN. IF CABLE IS DEB

REMOVE FINAL 20' OF CABLE, INSTALL GROUND ROC AND GROUND END OF CABLE.

6. CONCRETE, CONDUIT, CABLE AND ANY OTHER MATERIALS WHICH ARE REMOVED DURING THE

DEMOLITION PROCESS SHALL BE REMOVED FORM THE AIRPORT PROPERTY AND BE PROPERLY

DISPOSED OF.

7. ANY EXCAVATIONS OR OTHER DAMAGE DONE TO THE AIRFIELD SHALL BE RESTORED TO ORIGINAL

CONDITIONS.

8. REMOVE EXISTING CRUSHED ROCK SURFACING TO 6" BELOW GRADE OR FULL DEPTH, WHICHEVER IS

SHALLOWER. IF A GEOTEXTILE FABRIC IS PRESENT REMOVE IT. REPLACE WITH TOPSOIL AND RESEED.

REMOVED CRUSHED ROCK MAY BE REUSED IF NOT CONTAMINATED DURING REMOVAL.

9. REMOVE ONLY THOSE LINE POSTS AND FABRIC AS NECESSARY IN ORDER TO ACCOMMODATE NEW

DOUBLE SWING GATE. NEW GATE TO BE ROUGHLY CENTERED AT EXISTING GATE LOCATION. NEW GATE

MUST BE INSTALLED DURING THE SAME SHIFT AS THE EXISTING GATE IS REMOVED OR FENCE OPENING

MUST BE ADEQUATELY SEALED OR GUARDED UNTIL IT CAN BE INSTALLED.

NOTES:

16' 0 16' 32'

SCALE: 1" = 16'

REMOVE

EXISTING LOCALIZER SHELTER

SEE NOTES 1-3

REMOVE

GRMC CONDUITS TO HANDHOLE

REMOVE

HANDHOLES

REMOVE

LOCALIZER POWER/CTRL LINES

SEE NOTE 5

ABANDON IN PLACE

SHELTER COUNTERPOSE

REMOVE ANY GROUND WELLS

REMOVE

METER RACK

REMOVE

ACCESS ROAD TO LIMITS (DASHED LINES)

APPROX. 180 L.F. x 15' WIDE

SEE NOTE 8

REMOVE

WOODEN POLE AND METER

REMOVE

POWER LINE TO LOC SHELTER

SEE NOTE 5

REMOVE

UTILITY SECONDARY CONDUIT WITHIN 10'

OF POLE OR TO FENCELINE WHICHEVER IS

GREATER, REMOVE CONDUCTORS

COORDINATE WITH PG&E

PROTECT IN PLACE

GRMC CONDUITS DUCU

REMOVE

HANDHOLE

PROTECT IN PLACE

4/0 COUNTERPOISE AND GROUND RODS

(LOCATIONS SHOWN ARE APPROXIMATE)

REMOVE

10' SINGLE SWING ACCESS GATE, GATE

POSTS AND FABRIC/LINE POSTS AS

REQUIRED TO ACCOMMODATE NEW 16'

DOUBLE SWING GATE

SEE NOTE 9

REMOVE

CONCRETE CABLE MARKER

REV DESCRIPTION JCN

REDLINE

DATE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

A T

I M

A M

APPROVED

DATE

I L

E S

8 234567

E D

01/15/2022

NURHAN TAN

PLATFORM MANAGER, AJW-2W14B

WATSONVILLE

AYN-D-LOC02-C001

ADM

LOC

SITE PLAN

a y n d l o c c d w g

NAVAIDS

ENGINEERING SERVICES

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

WATSONVILLE MUNICIPAL AIRPORT

THIS DRAWING PRODUCED ON THE WSA AUTOCAD SYSTEM

AUSTIN MIXSELL

PROJECT ENGINEER, AJW-2W14B

18062494

1. STATIONING BEGINS AT 100+00 AT THE RUNWAY 02 THRESHOLD. LT AND RT CALLOUTS ARE BASED ON

DIRECTION OF APPROACH TO RUNWAY 02. UNLESS OTHERWISE INDICATED ALL STRUCTURES ARE

ALIGNED WITH RUNWAY 02/20 CENTERLINE.

2. ROADWAY TIE IN POINTS ARE APPROXIMATE. EXTEND NEW ROAD TO EDGE OF EXISTING SURFACING.

3. THE CROWNS OF GRAVEL SURFACING AND ACCESS ROAD OUTSIDE THE RSA MAY BE SET UP TO 2"

ABOVE EXISTING GRADE TO PREVENT PONDING. COORDINATE FINAL ELEVATIONS WITH RESIDENT

ENGINEER.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE UTILITY PATHWAY. THIS INCLUDES, BUT IS NOT

NECESSARILY LIMITED TO: ALL PRIMARY CONDUIT, HANDHOLES, TRANSFORMER BASES, SECONDARY

CONDUIT, SECONDARY CABLES, ALL TELCO CONDUIT, HANDHOLES AND PEDESTALS. THE POWER

COMPANY WILL PROVIDE, INSTALL, AND TERMINATE THE PRIMARY CONDUCTORS. THE POWER COMPANY

WILL PROVIDE AND INSTALL THE TRANSFORMER AT THE LOC PLOT. ALL MATERIALS USED TO

CONSTRUCT THE UTILITY PATHWAY MUST MEET PG&E AND AT&T SPECIFICATIONS AND REQUIREMENTS.

ADDITIONAL SPECIAL INSPECTIONS BY THE UTILITY WILL BE REQUIRED, THE CONTRACTOR SHOULD PLAN

FOR THIS ACCORDINGLY. SPECIFICALLY THE UTILITY WILL REQUIRE INSPECTIONS OF ANY TRENCHES

PRIOR TO BACKFILL AND A FINAL INSPECTION.

4.1. THE CONTRACTOR MUST INSTALL LONG SWEEP FIBERGLASS ELBOWS AT THE BASE OF THE EXISTING

POLE. THE UTILITY WILL INSTALL THE CONDUIT RISER UP THE POLE.

4.1.1. PLACE AT&T RISER ON THE SIDE OF POLE NEAREST THE AIRPORT AND POWER RISER ON THE

FAR SIDE. COORDINATE FINAL LOCATION WITH UTILITY.

4.2. INSTALL A 1000 LB RATED PULLING TAPE IN EACH CONDUIT.

5. THERE ARE EXTENSIVE UNDERGROUND UTILITIES IN THE VICINITY INCLUDING A LARGE SANITARY

SEWER. THE CONTRACTOR MUST COMPLETE LOCATES IN ADVANCE OF CONSTRUCTION. THE

CONTRACTOR MUST COORDINATE WORK INSIDE THE ROW WITH THE CITY OF WATSONVILLE.

5.1. CROSSING UNDER FENCE MUST BE GUARDED UNTIL BACKFILLED.

6. RF AND CTRL CONDUCTORS WILL BE PROVIDED BY AND INSTALLED BY THE GOVERNMENT. THE

CONTRACTOR MUST PROVIDE AND INSTALL THE POWER CONDUCTORS.

7. REMOVE EXISTING 10' SINGLE SWING GATE AND REPLACE WITH 16' DOUBLE SWING GATE. REMOVE ONLY

THOSE LINE POSTS AND FABRIC AS NECESSARY IN ORDER TO ACCOMMODATE NEW DOUBLE SWING

GATE.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 7, 2022.