Attach 04_AJJY 23-1007 Final Drawings.pdf
PDF 20 MB Posted
- Solicitation number
- FA524025B0001
About this file
These are final design drawings for the repair of airfield electrical conduit and glideslope systems at Andersen Air Force Base in Guam, with the project number AJJY 23-1007 and contract number FA5240-22-F-0073. The comprehensive set of 62 technical drawings covers electrical site plans, one-line diagrams, equipment removal and installation details, and site-specific infrastructure modifications for multiple runway and taxiway electrical systems.
The project involves extensive electrical infrastructure work, including removing and replacing electrical conduits, handholes, power centers, transformers, and associated equipment for various runway navigation systems such as localizer stations, glideslope shelters, and traffic light antennas. Key technical requirements include concrete encasement of ductbanks, ground rod installations, cable routing, and maintaining operational continuity of airfield navigation systems. The drawings specify precise installation locations, equipment specifications, and site-specific details for electrical infrastructure across the west and east sides of Andersen Air Force Base, with careful attention to existing utility coordination and minimal operational disruption.
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G-001
TITLE / COVER SHEET
CONDUIT & GLIDESLOPE SYSTEMS
ANDERSEN AFB, GUAM
LOCATION
PROJECT
MAP OF GUAM
LOCATION MAP
PLAN
NORTH
DESIGN TEAM
SETIADI ARCHITECTS, LLC
357 ROUTE 8 MAITE, GUAM 96910
PHONE: (671) 477-3556 TO 59 FAX: (671) 477-3559
EMCE CONSULTING ENGINEERS
ELECTRICAL ENGINEER:
133 ANTONIA COURT
TAMUNING, GUAM 96913
PHONE: (671) 649-0166 FAX: (671) 646-3623
DUEÑAS CAMACHO & ASSOCIATES, INC.
CIVIL / STRUCTURAL ENGINEER:
238 EAST MARINE CORPS DRIVE SUITE 201,
HAGATÑA, GUAM 96910
PHONE: (671) 477-7991 FAX: (671) 479-6315
AJJY 23-1007 REPAIR AIRFIELD ELECTRICAL
AS SHOWN
AAFB
FA5240-22-F-0073
GUAM
AIR FORCE BASE
ANDERSEN
AJJY 23-1007 REPAIR AIRFIELD ELECTRICAL
CONDUIT & GLIDESLOPE SYSTEMS
FINAL DESIGN SUBMITTAL
CN
NP
PLAN
NORTH
PROJECT SITE
VICINITY MAP
PRIME CONSULTANT:
PROJECT SITERUNWAY 06L/24R
RUNWAY 06R/24L
RUNWAY 06R/24L
CONTROL TOWER
RUNWAY 06L/24R
1 621
20230816
FINAL DESIGN SUBMITTAL - 24 AUG 2023
G-002
INDEX OF DRAWINGS
AS SHOWN
AAFB
FA5240-22-F-0073
GUAM
AIR FORCE BASE
ANDERSEN
AJJY 23-1007 REPAIR AIRFIELD ELECTRICAL
CONDUIT & GLIDESLOPE SYSTEMS
FINAL DESIGN SUBMITTAL
CN
NP
INDEX OF DRAWINGS
SHT. NO.DWG. NO. DESCRIPTION
G-001
GENERAL SHEETS
TITLE/COVER SHEET E-001 GENERAL NOTES, SYMBOL LIST, ABBREVIATIONS, & MOUNTING HEIGHT SCHEDULE
ED101 BUILDING 2800 ELECTRICAL - REMOVAL
ED102 BUILDING 2662 ELECTRICAL - REMOVAL
E-501 MISCELLANEOUS DETAILS - 1
E-502 MISCELLANEOUS DETAILS - 2
E-601 ONE LINE DIAGRAM - REMOVAL (WEST)
E-602 ONE LINE DIAGRAM - REMOVAL (EAST)
E-603 ONE LINE DIAGRAM - NEW (WEST)
ONE LINE DIAGRAM - NEW (EAST)
EDS100 OVERALL ELECTRICAL SITE PLAN - REMOVAL
EDS101
EDS102
EDS103
ES100 OVERALL ELECTRICAL SITE PLAN - NEW
ES101 ELECTRICAL SITE PLAN - NEW (EAST)
ES102 ELECTRICAL SITE PLAN 1 OF 2 - NEW (WEST)
ES103 ELECTRICAL SITE PLAN 2 OF 2 - NEW (WEST)
ES104 ENLARGED ELECTRICAL SITE PLANS - NEW (EAST)
ES105 ENLARGED ELECTRICAL SITE PLANS - NEW (EAST)
ES106 ENLARGED ELECTRICAL SITE PLANS - NEW (WEST)
ES107 ENLARGED ELECTRICAL SITE PLANS - NEW (WEST)
CU500 MISCELLANEOUS CIVIL DETAILS
S-001 STRUCTURAL DESIGN CRITERIA STR. GEN NOTES, REBAR SCHEDULE & TYP. DETAILS
4'X5'X5' SECONDARY HANDHOLE DETAIL
CU501 MISCELLANEOUS CIVIL DETAILS
S-101
PEDESTAL DETAILS-102
EDS104
EDS105
EDS106
EDS107
ELECTRICAL SITE PLAN - REMOVAL (EAST)
ELECTRICAL SITE PLAN 1 OF 2 - REMOVAL (WEST)
ELECTRICAL SITE PLAN 2 OF 2 - REMOVAL (WEST)
ENLARGED ELECTRICAL SITE PLANS - REMOVAL (EAST)
ENLARGED ELECTRICAL SITE PLANS - REMOVAL (EAST)
ENLARGED ELECTRICAL SITE PLANS - REMOVAL (WEST)
ENLARGED ELECTRICAL SITE PLANS - REMOVAL (WEST)
E-101 BUILDING 2800 ELECTRICAL - NEW
E-102 BUILDING 2662 ELECTRICAL - NEW
E-503 MISCELLANEOUS PHOTOS - EXISTING
E-504
E-505
MISCELLANEOUS PHOTOS - EXISTING
MISCELLANEOUS PHOTOS - NEW
G-002 INDEX OF DRAWINGS
TOPOGRAPHIC SURVEY
CIVIL
STRUCTURAL
INDEX OF DRAWINGS (CONTINUATION)
SHT. NO.DWG. NO. DESCRIPTION
ELECTRICAL
E-604
C-100 TOPOGRAPHIC/AS-BUILT SURVEY3 OF 62
C-101 TOPOGRAPHIC/AS-BUILT SURVEY4 OF 62
C-102 TOPOGRAPHIC/AS-BUILT SURVEY5 OF 62
C-103 TOPOGRAPHIC/AS-BUILT SURVEY6 OF 62
C-104 TOPOGRAPHIC/AS-BUILT SURVEY7 OF 62
C-105 TOPOGRAPHIC/AS-BUILT SURVEY8 OF 62
C-106 TOPOGRAPHIC/AS-BUILT SURVEY9 OF 62
C-107 TOPOGRAPHIC/AS-BUILT SURVEY10 OF 62
C-108 TOPOGRAPHIC/AS-BUILT SURVEY11 OF 62
C-109 TOPOGRAPHIC/AS-BUILT SURVEY12 OF 62
C-110 TOPOGRAPHIC/AS-BUILT SURVEY13 OF 62
C-111 TOPOGRAPHIC/AS-BUILT SURVEY14 OF 62
C-112 TOPOGRAPHIC/AS-BUILT SURVEY15 OF 62
C-113 TOPOGRAPHIC/AS-BUILT SURVEY16 OF 62
C-114 TOPOGRAPHIC/AS-BUILT SURVEY17 OF 62
C-115 TOPOGRAPHIC/AS-BUILT SURVEY18 OF 62
C-116 TOPOGRAPHIC/AS-BUILT SURVEY19 OF 62
C-117 TOPOGRAPHIC/AS-BUILT SURVEY20 OF 62
C-118 TOPOGRAPHIC/AS-BUILT SURVEY21 OF 62
C-119 TOPOGRAPHIC/AS-BUILT SURVEY22 OF 62
C-120 TOPOGRAPHIC/AS-BUILT SURVEY23 OF 62
C-121 TOPOGRAPHIC/AS-BUILT SURVEY24 OF 62
C-122 TOPOGRAPHIC/AS-BUILT SURVEY25 OF 62
C-123 TOPOGRAPHIC/AS-BUILT SURVEY26 OF 62
C-124 TOPOGRAPHIC/AS-BUILT SURVEY27 OF 62
2 622
VR
CH
C-100 3 623
C-101 4 624
C-102 5 625
C-103 6 626
C-104 7 627
C-105 8 628
C-106 9 629
C-107 10 6210
C-108 11 6211
C-109 12 6212
C-110 13 6213
C-111 14 6214
C-112 15 6215
C-113 16 6216
C-114 17 6217
C-115 18 6218
C-116 19 6219
C-117 20 6220
C-118 21 6221
C-119 22 6222
C-120 23 6223
C-121 24 6224
C-122 25 6225
C-123 26 6226
C-124 27 6227
1AC PAVEMENT RESTORATION DETAIL
1A@ TAXIWAY
1B@ PERIMETER ROAD
2CONCRETE ENCASED DUCTBANK REINFORCEMENT DETAIL
2A1 X 2 CONFIGURATION
2B2 X 2 CONFIGURATION
2D1 X 3 CONFIGURATION
2E2 X 3 CONFIGURATION
2F3 X 6 CONFIGURATION2C2 X 4 CONFIGURATION
NOTES:
AAFB
FA5240-22-F-0073
GUAM
AIR FORCE BASE
ANDERSEN
AJJY 23-1007 REPAIR AIRFIELD ELECTRICAL
CONDUIT & GLIDESLOPE SYSTEMS
FINAL DESIGN SUBMITTAL
28 6228 62
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2" THK AC PAVEMENT (SHOULDER)
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DUCT SECTION SEE NOTE 4
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TACK COAT
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CONTROLLED LOW STRENGTH MATERIAL (CLSM) SEE NOTES 2
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CONTROLLED LOW STRENGTH MATERIAL (CLSM) SEE NOTES 2
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1. RESTORE ANY PAVEMENT MARKINGS THAT IS AFFECTED BY THE PAVEMENT RESTORATION WORK. RESTORE ANY PAVEMENT MARKINGS THAT IS AFFECTED BY THE PAVEMENT RESTORATION WORK. 2. USE CONTROLLED LOW STRENGTH MATERIAL (CLSM) FOR TRENCHES BELOW ROADWAYS AND TAXIWAYS. USE CONTROLLED LOW STRENGTH MATERIAL (CLSM) FOR TRENCHES BELOW ROADWAYS AND TAXIWAYS. 3. SUBMIT A MIX DESIGN FOR CLSM AT LEAST 15 DAYS PRIOR TO THE START OF CONSTRUCTION. FURNISH A SUBMIT A MIX DESIGN FOR CLSM AT LEAST 15 DAYS PRIOR TO THE START OF CONSTRUCTION. FURNISH A COMPLETE LIST OF MATERIALS, INCLUDING TYPE, BRAND, SOURCE, ADMIXTURE, APPLICABLE REFERENCE SPECIFICATIONS, AND TEST REPORTS SHOWING THAT THE MIX HAS BEEN SUCCESSFULLY TESTED TO PRODUCE CLSM MEETING THE PROPERTIES SPECIFIED AND IS SUITABLE FOR THE PROJECT CONDITIONS. 4. PROVIDE CLSM WITH A 28-DAY COMPRESSIVE STRENGTH BETWEEN 150 AND 500 PSI IN ACCORDANCE WITH ASTM PROVIDE CLSM WITH A 28-DAY COMPRESSIVE STRENGTH BETWEEN 150 AND 500 PSI IN ACCORDANCE WITH ASTM D4832. IT SHALL CONSIST OF A UNIFORM, FLOWABLE MIXTURE THAT IS SELF-LEVELING WHEN PLACED AND SELF-COMPACTING. INCLUDE ADMIXTURE TO REDUCE SHRINKING OF CLSM. 5. FOR DUCT SECTION, SEE DETAILFOR DUCT SECTION, SEE DETAIL
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TAXIWAY A.C. PAVEMENT THICKNESS SCHEDULE
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LOCATION
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TAXIWAY "E" (NORTH)
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A.C. THICKNESSTHICKNESS
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TAXIWAY "K"
AutoCAD SHX Text ABOVE A.C. PAVEMENT THICKNESS SCHEDULE IS BASED ON THE AAFB AIRFIELD PAVEMENT LOAD EVALUATION REPORT DATED SEPTEMBER 2017.
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CU500
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#4 RINGS AT 18" CENTERS ALONG LENGTH OF DUCT BANK
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3000 PSI CONCRETE
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#4 RINGS AT 18" CENTERS ALONG LENGTH OF DUCT BANK
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3000 PSI CONCRETE
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6-#4 LONGITUDINAL REBARS (TYP)
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4" C FOR COMMUNICATIONS
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3000 PSI CONCRETE
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MISCELLANEOUS DETAILS
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DWG ACAD NUMBER
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FILE NO.
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DATE
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BY
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REVISIONS
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WAS PREPARED BY ME OR
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I CERTIFY THAT THIS WORK
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SHEET TITLE
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ARCHITECTS - ENGINEERS
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USING AGENCY
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PROGRAM MANAGER
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BIOENVIRONMENTAL ENGINEER
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GROUND SAFETY
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FIRE CHIEF
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COMMUNICATIONS
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SUBMITTED
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CHIEF OF OPERATIONS
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CORROSION ENGINEER
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ENVIRONMENTAL
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CHIEF, CONSTRUCTION
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CHIEF OF ENGINEERING
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RECOMMENDED
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APPROVED: BASE CIVIL ENGINEER
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PROJECT TITLE:
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PROJECT NUMBER:
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A3CONCRETE PAVEMENT RESTORATION DETAIL
C1CONSTRUCTION JOINT DETAILS
B1DOWEL BAR LOCATION DETAIL
B2CONSTRUCTION JOINT SEALANT DETAIL
A1BUTT DOWELED JOINT BETWEEN NEW AND EXISTING PAVEMENT
SECTION VIEW
CONCRETE PAVEMENT DEMOLITION AND RESTORATION NOTES:
C2FIXED BOLLARD DETAIL
AAFB
FA5240-22-F-0073
GUAM
AIR FORCE BASE
ANDERSEN
AJJY 23-1007 REPAIR AIRFIELD ELECTRICAL
CONDUIT & GLIDESLOPE SYSTEMS
FINAL DESIGN SUBMITTAL
PLAN VIEW
29 6229 62
20230816
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13" THICK EXIST. CONC. PAVEMENT TO REMAIN. SEE NOTE 2.
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1. HOLES APPROXIMATELY INCH GREATER IN DIAMETER THAN THE HOLES APPROXIMATELY INCH GREATER IN DIAMETER THAN THE 18 INCH GREATER IN DIAMETER THAN THE DOWEL SHALL BE DRILLED IN THE EXISTING CONCRETE AND THE DOWELS SHALL BE BONDED IN THE DRILLED HOLES USING AN EPOXY RESIN GROUT. 2. PAVEMENT THICKNESS "H" AND CONSTRUCTION JOINT SPACING WERE PAVEMENT THICKNESS "H" AND CONSTRUCTION JOINT SPACING WERE BASED ON DESIGN DRAWINGS FOR P-3001 PROJECT. 3. CONTRACTOR TO SEQUENCE DEMOLITION AND RESTORATION OF CONTRACTOR TO SEQUENCE DEMOLITION AND RESTORATION OF EXISTING CONCRETE PAVEMENT TO ALLOW UNRESTRICTED OPERATIONAL ACCESS TO THE MUNITIONS BUNKERS FROM AIRFIELD AREA AT ALL TIMES. 4. CONCRETE PAVEMENT SHALL HAVE FLEXURAL STRENGTH OF 650 PSI CONCRETE PAVEMENT SHALL HAVE FLEXURAL STRENGTH OF 650 PSI AT 28 DAYS OF AGE.
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PAINT AND OIL CONSTRUCTION SIDE OF DOWEL
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1" DOWEL @ 15" O.C.
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JOINT SEALANT, SEE DETAIL
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SEE SPECIFICATION 32 13 13.06 FOR ALIGNMENT AND INSTALLATION REQUIREMENTS
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6" MIN.
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12" MAX.
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FILE NO.
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DATE
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BY
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REVISIONS
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AS SHOWN
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DATE:
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OF
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DESIGNED:
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DRAWN:
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SHEET
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SHEET
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WAS PREPARED BY ME OR
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UNDER MY DIRECT SUPERVISION
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I CERTIFY THAT THIS WORK
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SHEET TITLE
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ARCHITECTS - ENGINEERS
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USING AGENCY
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PROGRAM MANAGER
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BIOENVIRONMENTAL ENGINEER
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GROUND SAFETY
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FIRE CHIEF
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COMMUNICATIONS
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SUBMITTED
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CHIEF OF OPERATIONS
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CORROSION ENGINEER
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ENVIRONMENTAL
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CHIEF, CONSTRUCTION
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CHIEF OF ENGINEERING
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RECOMMENDED
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APPROVED: BASE CIVIL ENGINEER
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PROJECT TITLE:
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PROJECT NUMBER:
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DQC MANAGER
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EMS
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CDC/RAB
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EXP.
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(CIVIL)
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AutoCAD SHX Text 04/30/2024
AIR FORCE BASE
ANDERSEN
30 6230 62
31 6231 62
32 6232 62
ESx
ENCLOSED CIRCUIT BREAKER
ES 1.
ALL UNDERGROUND CONDUIT ROUTING MUST BE FIELD COORDINATED WITH EXISTING UNDERGROUND UTILITIES.
ENCLOSURES FOR ALL ELECTRICAL EQUIPMENT/DEVICES LOCATED OUTDOORS MUST BE WEATHERPROOF RATED AND NEMA 4X 316 SST LISTED. ENCLOSURES FOR ALL EQUIPMENT DEVICES LOCATED IN UNCONDITIONED INDOOR
SPACES (EX. GENERATOR ROOM) MUST BE 316 SST.
IDENTIFY AND MARK ALL OTHER UTILITIES NOT MANAGED AND LOCATED BY THE UTILITY COMPANIES/ENTITIES. SCAN THE CONSTRUCTION SITE WITH GROUND PENETRATING RADAR (GPR), ELECTROMAGNETIC, OR SONIC EQUIPMENT, AND MARK THE SURFACE OF THE GROUND OR PAVED SURFACE WHERE EXISTING UNDERGROUND UTILITIES, ARE DISCOVERED. VERIFY THE ELEVATIONS OF EXISTING PIPING, UTILITIES, AND ANY TYPE OF UNDERGROUND OR ENCASED OBSTRUCTION NOT INDICATED OR SPECIFIED TO BE REMOVED, THAT IS INDICATED OR DISCOVERED DURING SCANNING, IN LOCATIONS TO BE TRAVERSED BY PIPING, DUCTS, AND OTHER WORK TO BE CONDUCTED OR INSTALLED. VERIFY ELEVATIONS BEFORE INSTALLING NEW WORK CLOSER THAN NEAREST MANHOLE OR OTHER
STRUCTURE AT WHICH AN ADJUSTMENT IN GRADE CAN BE MADE.
ALL MATERIALS AND EQUIPMENT MUST BE NEW AND "LISTED" OR "LABELED" AS DEFINED BY THE NATIONAL ELECTRICAL
CODE (NEC). DRAWINGS ARE DIAGRAMMATICAL AND INDICATE DESIGN INTENT.
COORDINATE ALL WORK WITH OTHER TRADES TO AVOID CONFLICTS AND PROVIDE A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. FIELD VERIFY EXISTING CONDITIONS AND ACTUAL DIMENSIONS PRIOR TO START OF WORK.
ALL WORK MUST COMPLY WITH UNIFIED FACILITIES CRITERIA (UFC), PUBLIC WORK UTILITY CRITERIA FOR DESIGN AND CONSTRUCTION. ELECTRICAL, SEWER, AND WATER, NATIONAL ELECTRICAL CODE (NEC), NATIONAL ELECTRICAL SAFETY CODE (NESC), ARCHITECTURAL COMPATIBILITY AND BASE DESIGN STANDARDS (ACBDS) AND OTHER APPLICABLE CODES. WHERE CONFLICT EXISTS BETWEEN REQUIREMENTS, THE MORE STRINGENT REQUIREMENT APPLIES. CONSTRUCTION PRACTICE MUST CONFORM TO THE AMERICAN ELECTRICIAN'S HANDBOOK BY CROFT AND APPLICABLE INSTRUCTIONS OF MANUFACTURERS OF
EQUIPMENT AND MATERIAL SUPPLIED FOR THIS PROJECT.
AMP AMPERE
AFC AVAILABLE FAULT CURRENT
AFF ABOVE FINISH FLOOR
AFG ABOVE FINISH GRADE
AIC AMPERE INTERRUPTING CAPACITY
BLDG BUILDING
C CONDUIT, CONDUCTOR
CI CONTRACTOR INSTALLED
CP CONTRACTOR PROVIDED
CT CURRENT TRANSFORMER
CU COPPER
DISC DISCONNECT
EWC ELECTRIC WATER COOLER
EQP EQUIPMENT
EXIST EXISTING
FLR FLOOR
G GROUND CONDUCTOR
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GFE GOVERMENT FURNISHED EQUIPMENT
GND GROUND
KCMIL THOUSAND CIRCULAR MILS
KV KILOVOLT
KVA KILOVOLT-AMPERE
KVAR KILOVOLT-AMPERE REACTIVE
KW KILOWATT
KWHR KILOWATT-HOUR
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEG NEGATIVE
NEUT NEUTRAL
NF NON FUSED
NIC NOT IN CONTRACT
NO NORMALLY OPEN
NTS NOT TO SCALE
POV PRIVATELY OWNED VEHICLE
PVC POLYVINYL CHLORIDE
THHN THERMOPLASTIC HIGH-HEAT
NYLON COATED
THWN
V VOLT
VA VOLT-AMPERE
WM WATT METER
XFMR TRANSFORMER
EXT EXTERIOR
NEMA
DIST DISTRIBUTION
CFCI
GFGI GOVERNMENT FURNISHED
GOVERNMENT INSTALLED
AMI ADVANCE METERING INFRASTRUCTURE
AWG AMERICAN WIRE GAUGE
BC BARE COPPER
GFP GROUND FAULT PROTECTION
MCB MAIN CIRCUIT BREAKER
MFR MANUFACTURER
MLO MAIN LUGS ONLY
MTD MOUNTED
MV MEDIUM VOLTAGE
PFB PROVISION FOR FUTURE BREAKER
PG PRIMARY GROUND
SN SOLID NEUTRAL
SST STAINLESS STEEL
SPD SURGE PROTECTION DEVICE
STC SECTIONALIZING TERMINAL
CABINET
SHH SECONDARY HANDHOLE
TG TEST GROUND
LPS LIGHTNING PROTECTION SYSTEM
EMT ELECTRICAL METALLIC TUBING
PMH PRIMARY MANHOLE
SW SWITCH
AT AMPERE TRIP
MH MANHOLE
SWGR SWITCHGEAR
SWBD SWITCHBOARD
(E) EXISTING
SG SECONDARY GROUND
MTS MANUAL TRANSFER SWITCH
ATS AUTOMATIC TRANSFER SWITCH
AF AMPERE FRAME
RM ROOM
RSC RIGID STEEL CONDUITEHH ELECTRICAL HANDHOLE
ECB ENCLOSED CIRCUIT BREAKER
EMH ELECTRICAL MANHOLE
IBT INTERSYSTEM BONDING
TERMINATION
SBB SECONDARY BONDING BUSBAR
NFS NON FUSIBLE SWITCH
THERMOPLASTIC HEAT & WATER
RESISTANT NYLON COATED
NEW ELECTRICAL SECONDARY
UNDERGROUND LINE
DEMOLITION
R RADIUS
GROUNDING ELECTRODE
FUSE
DISTRIBUTION TRANSFORMER
ABBREVIATIONSLINE TYPES
ONE LINE DIAGRAM
CONTRACTOR FURNISHED
CONTRACTOR INSTALLED
NATIONAL ELECTRICAL
MANUFACTURER'S ASSOCIATION
GENERAL NOTES
2.
3.
4.
5.
6.
DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITION AND SUCH MODIFICATIONS MUST BE INCLUDED AS PART OF THE WORK.
7.
WHERE A RACEWAY ENTERS A BUILDING, OR OTHER STRUCTURE FROM OUTSIDE. IT SHALL BE SEALED TO PREVENT ENTRANCE OF MOISTURE, GASES, AND RODENTS. SPARE OR UNUSED RACEWAYS MUST ALSO BE SEALED. SEALANTS MUST BE IDENTIFIED FOR USE WITH CABLE INSULATION. CONDUCTOR INSULATION, BARE CONDUCTOR, SHIELD, OR OTHER
COMPONENTS.
8.
UNLESS OTHERWISE NOTED, ALL CONDUIT RUNS SHOWN ARE DIAGRAMMATIC. EXACT LOCATION OF ALL RUNS MUST BE DETERMINED IN THE FIELD. COORDINATE ALL ELECTRICAL WORK AND AVOID CONFLICT WITH WORK BY OTHER TRADES.
9.
UNLESS OTHERWISE INDICATED, EXISTING UTILITIES MUST REMAIN IN-SERVICE AND IN PLACE. IF RELOCATION OF EXISTING UTILITIES IS REQUIRED FOR THE CONTRACTOR'S CONVENIENCE, INTERRUPTION OF SERVICE MUST BE KEPT MINIMUM AND MUST BE DONE AT THE CONTRACTOR'S EXPENSE AND ONLY WITH THE APPROVAL OF THE CONTRACTING OFFICER.
10.
RESTORE TO THEIR ORIGINAL CONDITION OR BETTER, EXISTING INSTALLATION DAMAGED AS A RESULT OF CONSTRUCTION, INCLUDING PAVEMENT STRIPPING, EMBANKMENTS, CURBS, SIDEWALKS, SIGNS, FENCES, LANDSCAPING, STRUCTURES, UTILITIES, WALLS AND OTHER IMPROVEMENTS.
11.
E-001
GENERAL NOTES, SYMBOL LIST,
ABBREVIATIONS, & MOUNTING
HEIGHT SCHEDULE
VFI VACUUM FAULT INTERRUPTER
PWUC-BP PUBLIC WORKS UTILITIES CRITERIA
& BUSINESS PROCESSES
ACBDS ARCHITECTURAL COMPATIBILITY AND
BASE DESIGN STANDARDS
XLPE CROSS LINKED POLYETHYLENE
INSULLATION
CONTRACTOR TO FIELD VERIFY EXISTING DUCT LINES PRIOR TO STARTING WORK TO ENSURE NO IMPACT TO
CONSTRUCTION SCHEDULE/WORK.
12.
G GENERATOR
AUTOMATIC TRANSFER SWITCH
AS SHOWN
AAFB
FA5240-22-F-0073
GUAM
AIR FORCE BASE
ANDERSEN
AJJY 23-1007 REPAIR AIRFIELD ELECTRICAL
CONDUIT & GLIDESLOPE SYSTEMS
FINAL DESIGN SUBMITTAL
CN
NP
ESx EXISTING ELECTRICAL SECONDARY
UNDERGROUND LINE
DUCT SECTION
SPS
S - SECONDARY
SP - SPARE (WITH PULLWIRE)
DUCT SECTION (SEE 1/E-502)
S
SECONDARY FEEDER AND BRANCH CIRCUIT CONDUCTORS MUST BE COPPER AND INSTALLED IN RACEWAYS.
PROVIDE MINIMUM 6" HIGH CONCRETE PAD FOR ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT INCLUDING, BUT NOT
LIMITED TO: SWITCHBOARDS AND TRANSFORMERS.
ADJUST THE LOCATIONS OF ELECTRICAL EQUIPMENT AND WIRING AS REQUIRED TO CLEAR BUILDING OBSTRUCTION AND OTHER EQUIPMENT AS NECESSARY TO COMPLY WITH NEC CLEARANCES. PROVIDE ALL BRACKETS, HANGERS, METAL CHANNELING, AND FASTENERS TO PROPERLY INSTALL THE ELECTRICAL EQUIPMENT AND WIRING.
ALL EXTERIOR AND UNCONDITIONED SPACE ENCLOSURES, FASTENERS, HARDWARE, CLIMBING RUNGS, METAL BOXES, FRAMING, ACCESS COVERS, HINGES CONDUIT SUPPORTS AND BOLTS, ETC. MUST BE 316 SST. IF METAL IS WELDED, PROVIDE LOW-CARBON TYPE 316L SST.
13.
14.
15.
16.
L 5'-6"
BOTTOMTOPCTO
REFERENCE POINT
CEILINGFLOOR
MOUNTING
HEIGHT
DEVICE
ON PLAN
MOUNTING HEIGHT SCHEDULE
(UNLESS OTHERWISE INDICATED)
MOUNTING HEIGHT SCHEDULE
SCHEDULE ALL ELECTRICAL WORK TO MINIMIZE OUTAGES. FOR UTILITY
CUTOVERS, INTERRUPTIONS, OUTAGES, AND CONNECTIONS REQUIRED DURING
THE EXECUTION OF WORK THAT AFFECT EXISTING SYSTEMS, SCHEDULE OUTSIDE
THE REGULAR WORKING HOURS OR ON WEEKENDS, AS APPROVED BY THE
CONTRACTING OFFICER. SCHEDULE UTILITY OUTAGES AND CONNECTIONS TO
MINIMIZE DISRUPTIONS TO THE GOVERNMENT. NO ADDITIONAL PAYMENT WILL BE
PROVIDED FOR UTILITY OUTAGES AND CONNECTIONS REQUIRED TO BE
PERFORMED OUTSIDE THE REGULAR WORK HOURS.
SUBMIT SHOP REQUESTS FOR UTILITY OUTAGES AND CONNECTIONS IN WRITING
TO THE CONTRACTING OFFICER FOR APPROVAL AT LEAST 90 CALENDAR DAYS IN
ADVANCE OF THE TIME REQUIRED. IN EACH REQUEST, STATE THE SYSTEM
INVOLVED, AREA INVOLVED, AFFECTED EXISTING FACILITIES/BUILDINGS
APPROXIMATE DURATION OF OUTAGE, AND THE NATURE OF WORK INVOLVED.
1.
FOR ALL ELECTRICAL UTILITY CUTOVERS/CONNECTIONS, PERFORM, SCHEDULE,
AND COORDINATE WORK SUCH THAT EXISTING SYSTEMS REMAIN IN PLACE AND
IN FULL OPERATION UNTIL SUCH TIME THAT THE NEW SYSTEM IS COMPLETE,
READY, AND ACCEPTED BY THE GOVERNMENT FOR TRANSFER. PROVIDE
TEMPORARY CONNECTIONS AND MEASURES TO PROTECT THE EXISTING SYSTEM.
2.
ELECTRICAL GENERAL NOTES FOR
UTILITY CUTOVERS AND CONNECTIONS:
MPC MINI POWER CENTER
GENERAL NOTES FOR CULTURAL AND
ENVIRONMENTAL REQUIREMENTS:
CULTURAL RESOURCES: PROJECT WAS PREVIOUSLY APPROVED UNDER 22-0019 CATEX#14, WHERE PROPOSED SCOPE OF WORK (SOW) WILL RE-USE EXISTING CABLE CONDUITS. THE SOW WAS RECENTLY MODIFIED TO INCLUDE ADDITIONAL TRENCHING FOR INSTALLING NEW ELECTRICAL CABLE AND WILL NOW REQUIRE A QUALIFIED ARCHAEOLOGICAL CONTRACTOR TO PREPARE AND EXECUTE AN ARCHAEOLOGICAL MONITORING & DISCOVERY PLAN (AMDP) IN COORDINATION WITH THE AAFB CR MANAGER. NO GROUND DISTURBANCE CAN OCCUR UNTIL THE AMDP IS APPROVED, AND ARCHAEOLOGICAL MONITOR IS PRESENT FOR THE DURATION OF THE TRENCHING WORK.
THE EAST END OF RUNWAY IS NEAR 2 RESTORATION SITES (UXO18A AND IRP SITE 81A). EXCAVATED SOILS IN THE VICINITY OF IR SITE 81A AND MR SITE UXO 18A NEED TO BE SAMPLED FOR PETROLEUM, PFAS, AND MUNITIONS CONSTITUENTS. IF PFAS IS DETECTED IN EXCESS OF EPA REGIONAL SCREENING LEVELS THE SOIL WOULD NEED TO BE DISPOSED OF OFF-ISLAND AT A CERCLA APPROVED LANDFILL. THE CONTRACTOR MUST PREPARE A WASTE MANAGEMENT PLAN DESCRIBING HOW THE EXCAVATED SOIL WILL BE SAMPLED AND ANALYTICAL METHODS TO BE USED.
THE PLAN SHOULD ALSO DESCRIBE HOW THE SOIL WILL BE HANDLED, MANAGED WHILE AWAITING RESULTS, AND TRANSPORTED TO THE DISPOSITION FACILITY. THE CONTRACTOR SHOULD ALSO PREPARE A HEALTH AND SAFETY PLAN TO DESCRIBE HOW ON-SITE PERSONNEL WORKING WITHIN THE IR/MR SITE BOUNDARIES WILL BE PROTECTED AND HOW EQUIPMENT WILL BE DECONTAMINATED BEFORE LEAVING THE SITE. THE PLANS SHOULD BE ROUTED THROUGH EV3 FOR COORDINATION AND APPROVAL BY THE REGULATORY AGENCIES PRIOR TO STARTING ANY WORK WITHIN THE IR/MR SITE
FOOTPRINT.
PROJECT WILL GENERATE SOLID WASTE/RECYCLABLE MATERIALS REQUIRING PROPER DISPOSAL/RECYCLING AT A GUAM EPA PERMITTED FACILITY AND RECORDKEEPING NEEDS TO BE COORDINATED WITH BASE SOLID WASTE/RECYCLING PROGRAM. COORDINATE WITH CEVP SOLID WASTE PROGRAM MANAGER FOR GUIDANCE 36 CES/CEVP 366-1851.
PROVIDE CABLE MARKING AS SPECIFIED IN SPECIFICATIONS 33 71 02.17.
SCOPE OF WORK NOTES:
IN ADDITION TO THE SCOPE OF WORK INDICATED IN THESE DRAWINGS, CONTRACTOR IS
RESPONSIBLE FOR THE FOLLOWING:
1. PROVIDE AS BUILT PLANS (DRAWINGS) SHOWING THE PROFILE OF THE
UNDERGROUND DUCTLINES, HANDHOLES, AND STUBS, COMPLETE INCLUDING DUCTLINE
(CONDUIT AND ENCASEMENT) SIZES AND QUANTITY. THE FORMAT OF THE DRAWING
MUST HAVE DUCTLINES ON TOP SECTION AND ITS CORRESPONDING PROFILE AT THE
BOTTOM OF THE PAGE. ALL OTHER UTILITIES (e.g. WATER, SEWER, STEAM, COMM LINES, ETC.) MUST BE SHOWN WHEN CROSSING OR IN PARALLEL WITH THE UNDERGROUND
ELECTRICAL DUCTLINES. THE SHOP DRAWINGS MUST BE STAMPED AND SIGNED BY A
PROFESSIONAL ELECTRICAL ENGINEER.
2. PROVIDE BUTTERFLY DIAGRAMS OF EACH HANDHOLE (NEW AND EXISTING) THAT IS
UTILIZED TO INSTALL NEW CABLING. DIAGRAMS MUST REFLECT ASBUILT CONDITIONS
AND MUST BE CERTIFIED BY A LICENSED MASTER ELECTRICIAN.
3. PERFORM AND PROVIDE ARC FLASH AND SHORT CIRCUIT CALCULATIONS BASED ON
ASBUILT CONDITIONS. CALCULATIONS MUST BE STAMPED AND SIGNED BY A
PROFESSIONAL ELECTRICAL ENGINEER.
4. PRIOR TO START OF WORK, CONTRACTOR MUST SUBMIT A DETAILED
SCHEDULE/PHASING PLAN TO CONTRACTING OFFICER FOR GOVERNMENT'S REVIEW AND
APPROVAL. THE PLAN MUST MEET THE FOLLOWING MINIMUM REQUIREMENTS:
a. ONLY ONE TAXIWAY WILL BE ALLOWED TO BE CLOSED AT ANY GIVEN TIME.
b. AT LEAST ONE RUNWAY IS REQUIRED TO OPERATIONAL AT ALL TIMES. ANY WORK
THAT WILL RESULT IN CLOSING OF BOTH RUMWAYS WILL NOT BE APPROVED.
- FOR NORTH RUNWAY, 06L GLIDESLOPE, 06L LOCALIZER, 24R LOCALIZER,
AND 24R GLIDESLOPE MUST BE OPERATIONAL TOGETHER.
- FOR SOUTH RUNWAY, 06R GLIDESLOPE, 06R LOCALIZER, 24L LOCALIZER,
AND 24L GLIDESLOPE MUST BE OPERATIONAL TOGETHER.
c. TACAN STATION MUST BE OPERATIONAL AT ALL TIMES.
d. PROVIDE TEMPORARY POWER PROVISIONS TO INCLUDE PORTABLE BACK-UP
GENERATORS WITH FUEL AS REQUIRED TO MAINTAIN AIRFIELD OPERATIONS.
CONTRACTOR IS RESPONSIBLE FOR THE MOBILIZATION,
INSTALLATION/CONNECTION, AND DEMOBILIZATION OF GENERATORS.
33 6233
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TMH
TMH
TMH
A/C
A/C
A/ C
A/ C
A/C
CPAD
ANCHOR(2)
ANCHOR(2)
ANCHOR(2)
ANCHOR(2)
ANCHOR(2)
ANTENNA
TMH
IL
S
SH
LE
TE
R
ANTENNA(2)
UMH
ANTENNA(2)
MESOTECH/
CESI
UHH
ANTENNA
SUPPORT
E-31
144 56' 51.725" 13 35' 40.26"
144 56' 48.1" 13 35' 38.3"
144 56' 48.9" 13 35' 36.7"
144 56' 46.4" 13 35' 35.7"
144 56' 46.2" 13 35' 35.6"
144 56' 45.6" 13 35' 35.4"
144 56' 44.5" 13 35' 37.4"
144 56' 44.2" 13 35' 38.0"
144 56' 44.4" 13 35' 38.3"
144 56' 44.6" 13 35' 38.4"
144 56' 46.6" 13 35' 39.3"
AS SHOWN
AAFB
FA5240-22-F-0073
GUAM
AIR FORCE BASE
ANDERSEN
AJJY 23-1007 REPAIR AIRFIELD ELECTRICAL
CONDUIT & GLIDESLOPE SYSTEMS
FINAL DESIGN SUBMITTAL
CN
NP
OVERALL EXISTING ELECTRICAL SITE PLAN - REMOVAL 1
OVERALL EXISTING ELECTRICAL
SITE PLAN - REMOVAL
EDS100
EDS101
EDS102
EDS103
34 6234
RUNWAY 06L/24R
RUNWAY 06L/24R
TA
XI
W
AY
J U
LI
ET
TA
XI
W
AY
K
IL
O
TA
XI
W
AY
K
IL
O
TAXIW
AY KILO
ESx
ESx
ESx
ES
x
TMH TMH
TMH
TMH
TMH
TM
H
UHH
GPS
HEAD-UNIT
GPS
HEAD-UNIT
GPS
HEAD-UNIT
UMH
UMH
UMH
UMH
UHH
SDMH
SMH
UHH
CPAD
CB
UMH
UMH
LO
CA
LI
ZE
R
GLIDESLOPE
BUILDING
GLIDESLOPE
TOWER
UHH
UMH
U
U
U
U
U
UHH
UMH
FUEL TANK
EDGE OF GRAVEL ROAD
A/C
TMH
EDGE OF AC PAVEMENT
ED
G
E O
F
AC
P
AV
EM
EN
T
ED
G
E O
F
AC
P
AV
EM
EN
T
EDGE OF GRAVEL ROAD
EDGE OF GRAVEL ROAD
EDGE OF GRAVEL ROAD
EDGE OF GRAVEL ROAD
EDGE OF GRAVEL ROAD
ANCHOR(2)
CONCRETE
BUILDING
EDGE OF AC PAVEMENT
ANCHOR(2)
ANCHOR(2)
U
U
TMH
EMH
N 4,931,881.5530
E 910,316.5307
EL. 606.06
CONCRETE
BUILDING
SEPTIC
TANK
TRN
ANTENNA
CPAD
ED
GE
O F
AC
P
AV
EM
EN
T
EDG
E O
F AC PAVEM
ENT
IL
S
SH
LE
TE
R
IL
S
SH
LE
TE
R
CPAD
IL
S
SH
LE
TE
R
ANTENNA
SUPPORT
ANTENNA(2) UHH
CPAD
CPAD
TMH
TMH
TMH
TMH
A/ C
A/ C
A/C
CPAD
ANCHOR(2)
ANCHOR(2)
ANCHOR(2)
E-31
144 56' 48.1" 13 35' 38.3"
144 56' 48.9" 13 35' 36.7"
144 56' 46.4" 13 35' 35.7"
144 56' 46.2" 13 35' 35.6"
144 56' 45.6" 13 35' 35.4"
144 56' 44.5" 13 35' 37.4"
144 56' 44.2" 13 35' 38.0"
144 56' 44.4" 13 35' 38.3"
144 56' 44.6" 13 35' 38.4"
144 56' 46.6" 13 35' 39.3"
Cx
Cx
C x
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
C x
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx Cx
Cx
Cx
Wx
W x
Wx
Wx
W x
W x
W x
W x
Wx
Wx
Fx
Fx
Fx
Fx
Fx
Fx
Fx
Fx
Fx
Fx
Fx
Fx
Fx
Fx
Fx
Fx
Fx
C x
Cx
Cx
TA
XI
W
AY
E C
H O
TAXIW
AY ECHO
TA
XI
W
AY
E
CH
O
RUNWAY 06L/24R
TA
XI
W
AY
F O
XT
R
O T
TAXIW
AY FO
XTRO
T
TAXILANE BRAVO
TAXILANE ALPHA
TA
XI
W
AY
G O
LF
TA
XI
W
AY
G O
LF
TA
XI
W
AY
G O
LF
TA
XI
W
AY
G O
LF
TAXILANE ALPHA
TAXILANE ALPHA
TAXILANE BRAVO
TAXILANE BRAVO
RUNWAY 06L/24R
RUNWAY 06L/24R
RUNWAY 06L/24R
RUNWAY 06L/24R
TA
XI
W
AY
H O
TE
L
TA
XI
W
AY
H O
TE
L
TA
XI
W
AY
H O
TE
L
TA
XI
W
AY
H O
TE
L
TA
XI
W
AY
J
UL
IE
T
TA
XI
W
AY
J U
LI
ET
TA
XI
W
AY
J U
LI
ET
TA
XI
W
AY
K
IL
O
TA
XI
W
AY
K
IL
O
TAXIW
AY KILO
TAXIWAY DELTA
TMH TMH
TMH
TMH
TMH
TMH
TMH
UHH
GPS
HEAD-UNIT
GPS
HEAD-UNIT
GPS
HEAD-UNIT
UMH
UMH
UMH
UMH
UHH SDMH
SMH
UHH
CPAD
CB
UMH
UMH
LOCA
LIZER
GLIDESLOPE
BUILDING
GLIDESLOPETOWER
UHH
UMH
CPAD
CPAD
CPAD
CPAD
CPAD
SIGN
EART
HEN
SWA
LE
BRASSDISK
INV.=526.58
INV.=527.36
INV.=526.90
INV.=
528.9
INV.=
533.5
INV.=
535.2
U
U
U
U
U
UHH
UMH
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVE
MEN
TEDG
E OF
AC P
AVE
MEN
T
EDGE
OF A
C RO
AD P
AVEM
ENT
EDG
E OF
AC R
OAD
PAV
EME
NT TMH
TMH
FUEL TANK
EDGE OF GRAVEL ROAD
A/C
EDG
E OF
AC P
AVE
MEN
T
TMH
ANCHOR(2)
EDGE OF AC PAVEMENT
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVE
MEN
T
EDGE OF GRAVEL ROAD
EDGE OF GRAVEL ROAD
EDGE OF GRAVEL ROAD
EDGE OF GRAVEL ROAD
EDGE OF GRAVEL ROAD
ANCHOR(2)
CONCRETE
BUILDING
EDGE OF AC PAVEMENT
ANCHOR(2)
CONCRETE JOINT
ANCHOR(2)
ANCHOR(2)
SIGN
530525
615 615
U
U
ANCHOR(2)
CONCRETE JOINT
RCP
RCP
RCP
ANCHOR(2)
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVEM
ENT
EDGE OF AC PAVEMENT
U
TMH
CON
CRE
TE JO
INT
CONCRETE
BUILDING
NO. 2662
EDGE OF AC PAVEMENT
DIESEL
TANK
HEADWALL
TOP=541.91
℄INV.=538.72
EARTHENSWALE
CPAD
EARTHEN SWALE
HEADWALL
TOP=543.07
℄INV.=540.72
12"ØRCP
EDGE OF AC PAVEMENT
GRASS
APRON
AIR
CANNON
EAR
THE
N SW
ALE
TMH
EDGE OF AC PAVEMENT
TL
TL
TL
EDGE OF AC PAVEMENT
EDGE OF AC PAVEMENT
GRASS
GRASS
EMH
N 4,931,881.5530
E 910,316.5307
EL. 606.06
CONCRETE
BUILDING
SEPTICTANK
TRN
ANTENNA
CPAD
CPAD
ILS SHLETER
UHH
ANCHOR(2)
A/C
ANCHOR(2)
A/C
ILS
SHLE
TER
CPAD
HEATED
DRAINGAUGE
EDGE OF ACPAVEMENT
UHH
UHH
SWITCH
BOX
EDG
E OF
AC P
AVEM
ENT
EDGE OF AC PAVEMENT
ILS
SHLE
TER
ILS SHLE
TER
ILS SHLE
TER
CPAD
ILS SHLE
TER
ANTENNASUPPORT
ANTENNA(2) UHH
CPAD
CPAD
TMH
TMH
TMH
TMH
A/C
A/C
A/C
A/C
A/C
CPAD
ANCHOR(2)
ANCHOR(2)
ANCHOR(2)
ANCHOR(2)
ANCHOR(2)
ANTENNA
TMH
ILS
SHLE
TER
ANTENNA(2)
UMH
ANTENNA(2)
MESOTECH/
CESI
UHH
ANTENNASUPPORT
E-31
144 56' 51.725" 13 35' 40.26"
144 56' 48.1" 13 35' 38.3"
144 56' 48.9" 13 35' 36.7"
144 56' 46.4" 13 35' 35.7"
144 56' 46.2" 13 35' 35.6"
144 56' 45.6" 13 35' 35.4"
144 56' 44.5" 13 35' 37.4"
144 56' 44.2" 13 35' 38.0"
144 56' 44.4" 13 35' 38.3"
144 56' 44.6" 13 35' 38.4"
144 56' 46.6" 13 35' 39.3"
Fx
Fx
AFAFAFAFFAFA
FAFAFA
ESx
ESx
ESx
AS SHOWN
AAFB
FA5240-22-F-0073
GUAM
AIR FORCE BASE
ANDERSEN
AJJY 23-1007 REPAIR AIRFIELD ELECTRICAL
CONDUIT & GLIDESLOPE SYSTEMS
FINAL DESIGN SUBMITTAL
CN
NP
EXISTING ELECTRICAL SITE PLAN - REMOVAL (EAST) 1
EXISTING ELECTRICAL SITE PLAN
REMOVAL (EAST)
EDS101
HH 34-28
(E) HH 34-29
(E) HH 34-30
(E) HH 34-31
(E) HH 34-32
(E) HH 34-33
(E) EHH
(E) BUILDING 2802
ESx
ESx
ESx
ESx
(E) EHH
EDS102
EDS103
LIGHT LINES INDICATE EXISTING.
HATCH MARKS INDICATE TO BE REMOVED.
GENERAL NOTES:
SEE SHEET E-601 AND E-602 ONE LINE DIAGRAM
FOR SCOPE OF REMOVAL WORK.
EDS101
24R GLIDESLOPE/FMQ-19
FOR ENLARGED PLAN,
SEE
EAST TRAFFIC LIGHT ANTENNA 1
FOR ENLARGED PLAN,
SEE
EDS104
EDS104
EDS104
(E) BUILDING 2800, FOR
ENLARGED PLAN, SEE 4
EDS104
06R LOCALIZER
FOR ENLARGED PLAN,
SEE 5
EDS104
EAST TRAFFIC LIGHT ANTENNA 3
FOR ENLARGED PLAN,
SEE 1
EDS105
24L GLIDESLOPE AND
24L BAK-12, FOR ENLARGED PLAN, SEE
06L LOCALIZER, EAST
TRAFFIC LIGHT ANTENNA 2, AND
24 SFL, FOR ENLARGED PLAN, SEE
EDS105
(E) EHH
(E) EHH
NOTES:
1 EXISTING FUEL LINE.
2 EXISTING WATER LINE.
3 EXISTING COMM LINE.
(E) EHH
EXISTING FUEL LINE, WATER LINE, AND COMM LINE
DUCTBANK ROUTING ARE BASED ON INFORMATION
PROVIDED BY THE GOVERNMENT. CONTRACTOR TO FIELD
VERIFY PRIOR TO STARTING WORK TO ENSURE NO IMPACT
TO CONSTRUCTION SCHEDULE/WORK.
(E) B52 CRASH LANDING
35 6235
W
AY
E C
H O
TA
XI
W
AY
E
CH
O
RUNWAY 06L/24R
TA
XI
W
AY
F O
XT
R
O T
TAXIW
AY FO
XTRO
T
RUNWAY 06L/24R
CPAD
CPAD
CPAD
CP
AD
CPAD
INV.=526.58
INV.=527.36
INV.=526.90
IN
V.
=5
.9
ED
G
E O
F
AC
R O
AD
P
AV
EM
EN
T
ED
G
E O
F
AC
R O
AD
P
AV
EM
EN
T
TMH
ANCHOR(2)
SI
G
N
ANCHOR(2)
RCP
RCP
ANCHOR(2)
ED
G
E O
F
AC
P
AV
EM
EN
T
ED
G
E O
F
AC
P
AV
EM
EN
T
ED
G
E O
F
AC
P
AV
EM
EN
T
EDGE OF AC PAVEMENT
U
CONCRETE
BUILDING
NO. 2662
EDGE OF AC PAVEMENT
DIESEL
TANK
HEADWALL
TOP=541.91
℄INV.=538.72
EARTHEN
SWALE
CPAD
EARTHEN SW
ALE
HEADWALL
TOP=543.07
℄INV.=540.72
12"Ø
RCP
EDGE OF AC PAVEMENT
GRASS
APRON
AIR
CANNON
EA
R
TH
EN
S W
AL
E
TM
H
EDG
E O
F AC PAVEM
ENT
TL
TL
TL
EDGE OF AC PAVEMENT
EDGE OF AC PAVEMENT
GRASS
GRASS
CPAD
IL
S
SH
LE
TE
R
UHH
ANCHOR(2)
A/C
IL
S
SH
LE
TE
RCPAD
HEATED
DRAIN
GAUGE
EDGE OF AC
PAVEMENT
UHH
UHH
SWITCH
BOX
IL
S
SH
LE
TE
R
A/C
A/C
ANCHOR(2)
ANCHOR(2)
ANTENNA
TMH
ANTENNA(2)
UMH
ANTENNA(2)
MESOTECH/
CESI
UHH
ANTENNA
SUPPORT
Cx
Cx
Cx
Cx
Cx
Cx
Cx
C x
C x
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
C x
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
C x
Cx
Cx
Cx
Cx
Cx
Cx
C x
TA
XI
W
AY
E C
H O
TAXIW
AY ECHO
TA
XI
W
AY
E
CH
O
RUNWAY 06L/24R
TA
XI
W
AY
F O
XT
R
O T
TAXIW
AY FO
XTRO
T
TAXILANE BRAVO
TAXILANE ALPHA
TA
XI
W
AY
G O
LF
TA
XI
W
AY
G O
LF
TA
XI
W
AY
G O
LF
TA
XI
W
AY
G O
LF
TAXILANE ALPHA
TAXILANE ALPHA
TAXILANE BRAVO
TAXILANE BRAVO
RUNWAY 06L/24R
RUNWAY 06L/24R
RUNWAY 06L/24R
RUNWAY 06L/24R
TA
XI
W
AY
H O
TE
L
TA
XI
W
AY
H O
TE
L
TA
XI
W
AY
H O
TE
L
TA
XI
W
AY
H O
TE
L
TA
XI
W
AY
J
UL
IE
T
TA
XI
W
AY
J U
LI
ET
TA
XI
W
AY
J U
LI
ET
TA
XI
W
AY
K
IL
O
TA
XI
W
AY
K
IL
O
TAXIW
AY KILO
TAXIWAY DELTA
TMH TMH
TMH
TMH
TMH
TMH
TMH
UHH
GPS
HEAD-UNIT
GPS
HEAD-UNIT
GPS
HEAD-UNIT
UMH
UMH
UMH
UMH
UHH SDMH
SMH
UHH
CPAD
CB
UMH
UMH
LOCA
LIZER
GLIDESLOPEBUILDING
GLIDESLOPE
TOWER
UHH
UMH
CPAD
CPAD
CPAD
CPA
D
CPAD
SIGN
EART
HEN
SWA
LE
BRASSDISK
INV.=526.58
INV.=527.36
INV.=526.90
INV.=
528.9
INV.=
533.5
INV.=
535.2
U
U
U
U
U
UHH
UMH
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVE
MEN
TEDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC R
OAD
PAV
EME
NT
EDG
E OF
AC R
OAD
PAV
EME
NT TMH
TMH
FUEL TANK
EDGE OF GRAVEL ROAD
A/C
EDG
E OF
AC P
AVE
MEN
T
TMH
ANCHOR(2)
EDGE OF AC PAVEMENT
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVE
MEN
T
EDGE OF GRAVEL ROAD
EDGE OF GRAVEL ROAD
EDGE OF GRAVEL ROAD
EDGE OF GRAVEL ROAD
EDGE OF GRAVEL ROAD
ANCHOR(2)
CONCRETE
BUILDING
EDGE OF AC PAVEMENT
ANCHOR(2)
CONCRETE JOINT
ANCHOR(2)
ANCHOR(2)
SIGN
530525
615 615
U
U
ANCHOR(2)
CONCRETE JOINT
RCP
RCP
RCP
ANCHOR(2)
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVEM
ENT
EDGE OF AC PAVEMENT
U
TMH
CON
CRE
TE J
OINT
CONCRETE
BUILDING
NO. 2662
EDGE OF AC PAVEMENT
DIESEL
TANK
HEADWALL
TOP=541.91℄INV.=538.72
EARTHENSWALE
CPAD
EARTHEN SWALE
HEADWALL
TOP=543.07
℄INV.=540.72
12"ØRCP
EDGE OF AC PAVEMENT
GRASS
APRON
AIR
CANNON
EAR
THEN
SWA
LE
TMH
EDGE OF AC PAVEMENT
TL
TL
TL
EDGE OF AC PAVEMENT
EDGE OF AC PAVEMENT
GRASS
GRASS
EMH
N 4,931,881.5530E 910,316.5307
EL. 606.06
CONCRETEBUILDING
SEPTICTANK
TRN
ANTENNA
CPAD
CPAD
ILSSHLE
TER
UHH
ANCHOR(2)
A/C
ANCHOR(2)
A/C
ILS
SHLE
TER
CPAD
HEATED
DRAINGAUGE
EDGE OF AC
PAVEMENT
UHH
UHH
SWITCH
BOX
EDGE
OF A
C PA
VEMENT
EDGE OF AC PAVEMENT
ILS
SHLE
TER
ILS SHLE
TER
ILS SHLE
TER
CPAD
ILSSHLE
TER
ANTENNASUPPORT
ANTENNA(2) UHH
CPAD
CPAD
TMH
TMH
TMH
TMH
A/C
A/C
A/C
A/C
A/C
CPAD
ANCHOR(2)
ANCHOR(2)
ANCHOR(2)
ANCHOR(2)
ANCHOR(2)
ANTENNA
TMH
ILS
SHLE
TER
ANTENNA(2)
UMH
ANTENNA(2)
MESOTECH/
CES
I
UHH
ANTENNASUPPORT
E-31
144 56' 51.725" 13 35' 40.26"
144 56' 48.1" 13 35' 38.3"
144 56' 48.9" 13 35' 36.7"
144 56' 46.4" 13 35' 35.7"
144 56' 46.2" 13 35' 35.6"
144 56' 45.6" 13 35' 35.4"
144 56' 44.5" 13 35' 37.4"
144 56' 44.2" 13 35' 38.0"
144 56' 44.4" 13 35' 38.3"
144 56' 44.6" 13 35' 38.4"
144 56' 46.6"13 35' 39.3"
ESx
ESx
ESx
AS SHOWN
AAFB
FA5240-22-F-0073
GUAM
AIR FORCE BASE
ANDERSEN
AJJY 23-1007 REPAIR AIRFIELD ELECTRICAL
CONDUIT & GLIDESLOPE SYSTEMS
FINAL DESIGN SUBMITTAL
CN
NP
EXISTING ELECTRICAL SITE PLAN 1 OF 2 - REMOVAL (WEST)1
EXISTING ELECTRICAL SITE PLAN
1 OF 2 - REMOVAL (WEST)
EDS102
SEE MATCHLINE SHEET EDS103
(E) HH 40-11
(E) HH 40-12
(E) HH 40-13
(E) HH 40-14
(E) HH 40-15
EDS107
(E) BUILDING 2662, FOR ENLARGED PLAN,
SEE
ESx
ESx
ESx
ES
x
ES
x
ESx
EDS101
EDS103
LIGHT LINES INDICATE EXISTING.
HATCH MARKS INDICATE TO BE REMOVED.
GENERAL NOTES:
SEE SHEET E-601 AND E-602 ONE LINE DIAGRAM -
REMOVAL FOR SCOPE OF WORK.
EDS102
ESx
WEST TRAFFIC LIGHT ANTENNA 2
FOR ENLARGED PLAN, SEE 3
EDS106
06L GLIDESLOPE/FMQ-19 STATION,
FOR ENLARGED PLAN,
SEE 1
EDS106
WEST TRAFFIC LIGHT ANTENNA 1
FOR ENLARGED PLAN, SEE 5
EDS106
06R GLIDESLOPE/FMQ-19,
FOR ENLARGED PLAN,
SEE 3
EDS107
24R LOCALIZER STATION
FOR ENLARGED PLAN,
SEE 4
EDS106
WEST TRAFFIC LIGHT ANTENNA 3
FOR ENLARGED PLAN, SEE 2
EDS106
06R BAK-12, FOR ENLARGED PLAN,
SEE 2
EDS107
EXISTING COMM LINE.
NOTE:
(E) HH 40-10
(E) HH 40-6
EXISTING FUEL LINE, WATER LINE, AND COMM LINE
DUCTBANK ROUTING ARE BASED ON INFORMATION
PROVIDED BY THE GOVERNMENT. CONTRACTOR TO FIELD
VERIFY PRIOR TO STARTING WORK TO ENSURE NO IMPACT
TO CONSTRUCTION SCHEDULE/WORK.
36 6236
W
AY
E C
H O
TAXIW
AY ECHO
TAXILANE BRAVO
TAXILANE BRAVO
TMH
CPAD
SIGN
EA
R
TH
EN
S W
AL
E
BRASS
DISK
IN
V.
=5
.5
IN
V.
=5
.2
ED
G
E O
F
AC
P
AV
EM
EN
T
ED
G
E O
F
AC
P
AV
EM
EN
T
ED
G
E O
F
AC
P
AV
EM
EN
T
TM
H
ED
G
E O
F
AC
P
AV
EM
EN
T
C O
N C
R
ETE JO
IN
T
ANCHOR(2)
CONCRETE JOINT
RCP
ED
G
E O
F
AC
P
AV
EM
EN
T
ED
G
E O
F
AC
P
AV
EM
EN
T
C O
N C
R
ET
E
JO
IN
T
ANCHOR(2)
A/C IL
S
SH
LE
TE
R
Cx
Cx
Cx
C x
C x
C x
Cx
Cx
Cx
Cx
C x
Cx
Cx
C x
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
C x
C x
C x
Cx
Cx
Cx
C x
C x
C x
Cx
Cx
Cx
Cx
C x
Cx
Cx
C x
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
Cx
C x
C x
C x
C x
C x
TA
XI
W
AY
E C
H O
TAXIW
AY ECHO
TA
XI
W
AY
E
CH
O
RUNWAY 06L/24R
TA
XI
W
AY
F O
XT
R
O T
TAXIW
AY FO
XTRO
T
TAXILANE BRAVO
TAXILANE ALPHA
TA
XI
W
AY
G O
LF
TA
XI
W
AY
G O
LF
TA
XI
W
AY
G O
LF
TA
XI
W
AY
G O
LF
TAXILANE ALPHA
TAXILANE ALPHA
TAXILANE BRAVO
TAXILANE BRAVO
RUNWAY 06L/24R
RUNWAY 06L/24R
RUNWAY 06L/24R
RUNWAY 06L/24R
TA
XI
W
AY
H O
TE
L
TA
XI
W
AY
H O
TE
L
TA
XI
W
AY
H O
TE
L
TA
XI
W
AY
H O
TE
L
TA
XI
W
AY
J
UL
IE
T
TA
XI
W
AY
J U
LI
ET
TA
XI
W
AY
J U
LI
ET
TA
XI
W
AY
K
IL
O
TA
XI
W
AY
K
IL
O
TAXIW
AY KILO
TAXIWAY DELTA
TMH TMH
TMH
TMH
TMH
TMH
TMH
UHH
GPS
HEAD-UNIT
GPS
HEAD-UNIT
GPS
HEAD-UNIT
UMH
UMH
UMH
UMH
UHH SDMH
SMH
UHH
CPAD
CB
UMH
UMH
LOCA
LIZER
GLIDESLOPEBUILDING
GLIDESLOPE
TOWER
UHH
UMH
CPAD
CPAD
CPAD
CPA
D
CPAD
SIGN
EART
HEN
SWA
LE
BRASSDISK
INV.=526.58
INV.=527.36
INV.=526.90
INV.=
528.9
INV.=
533.5
INV.=
535.2
U
U
U
U
U
UHH
UMH
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVE
MEN
TEDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC R
OAD
PAV
EME
NT
EDG
E OF
AC R
OAD
PAV
EME
NT TMH
TMH
FUEL TANK
EDGE OF GRAVEL ROAD
A/C
EDG
E OF
AC P
AVE
MEN
T
TMH
ANCHOR(2)
EDGE OF AC PAVEMENT
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVE
MEN
T
EDGE OF GRAVEL ROAD
EDGE OF GRAVEL ROAD
EDGE OF GRAVEL ROAD
EDGE OF GRAVEL ROAD
EDGE OF GRAVEL ROAD
ANCHOR(2)
CONCRETE
BUILDING
EDGE OF AC PAVEMENT
ANCHOR(2)
CONCRETE JOINT
ANCHOR(2)
ANCHOR(2)
SIGN
530525
615 615
U
U
ANCHOR(2)
CONCRETE JOINT
RCP
RCP
RCP
ANCHOR(2)
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVE
MEN
T
EDG
E OF
AC P
AVEM
ENT
EDGE OF AC PAVEMENT
U
TMH
CON
CRE
TE J
OINT
CONCRETE
BUILDING
NO. 2662
EDGE OF AC PAVEMENT
DIESEL
TANK
HEADWALL
TOP=541.91℄INV.=538.72
EARTHENSWALE
CPAD
EARTHEN SWALE
HEADWALL
TOP=543.07
℄INV.=540.72
12"ØRCP
EDGE OF AC PAVEMENT
GRASS
APRON
AIR
CANNON
EAR
THEN
SWA
LE
TMH
EDGE OF AC PAVEMENT
TL
TL
TL
EDGE OF AC PAVEMENT
EDGE OF AC PAVEMENT
GRASS
GRASS
EMH
N 4,931,881.5530E 910,316.5307
EL. 606.06
CONCRETEBUILDING
SEPTICTANK
TRN
ANTENNA
CPAD
CPAD
ILSSHLE
TER
UHH
ANCHOR(2)
A/C
ANCHOR(2)
A/C
ILS
SHLE
TER
CPAD
HEATED
DRAINGAUGE
EDGE OF AC
PAVEMENT
UHH
UHH
SWITCH
BOX
EDGE
OF A
C PA
VEMENT
EDGE OF AC PAVEMENT
ILS
SHLE
TER
ILS SHLE
TER
ILS SHLE
TER
CPAD
ILSSHLE
TER
ANTENNASUPPORT
ANTENNA(2) UHH
CPAD
CPAD
TMH
TMH
TMH
TMH
A/C
A/C
A/C
A/C
A/C
CPAD
ANCHOR(2)
ANCHOR(2)
ANCHOR(2)
ANCHOR(2)
ANCHOR(2)
ANTENNA
TMH
ILS
SHLE
TER
ANTENNA(2)
UMH
ANTENNA(2)
MESOTECH/
CES
I
UHH
ANTENNASUPPORT
E-31
144 56' 51.725" 13 35' 40.26"
144 56' 48.1" 13 35' 38.3"
144 56' 48.9" 13 35' 36.7"
144 56' 46.4" 13 35' 35.7"
144 56' 46.2" 13 35' 35.6"
144 56' 45.6" 13 35' 35.4"
144 56' 44.5" 13 35' 37.4"
144 56' 44.2" 13 35' 38.0"
144 56' 44.4" 13 35' 38.3"
144 56' 44.6" 13 35' 38.4"
144 56' 46.6"13 35' 39.3"
AS SHOWN
AAFB
FA5240-22-F-0073
GUAM
AIR FORCE BASE
ANDERSEN
AJJY 23-1007 REPAIR AIRFIELD ELECTRICAL
CONDUIT & GLIDESLOPE SYSTEMS
FINAL DESIGN SUBMITTAL
CN
NP
SEE MATCHLINE SHEET EDS102
EDS103
EXISTING ELECTRICAL SITE PLAN 2 OF 2 - REMOVAL (WEST)1
EXISTING ELECTRICAL SITE PLAN
2 OF 2 - REMOVAL (WEST)
(E) HH 40-9
(E) HH 40-8
(E) HH 40-7
ES
x
ES
x
ESx
ESx
ESx
EDS101
EDS102
EDS103
24L LOCALIZER STATION
FOR ENLARGED PLAN,
SEE 4
EDS107
LIGHT LINES INDICATE EXISTING.
HATCH MARKS INDICATE TO BE REMOVED.
GENERAL NOTES:
SEE SHEET E-601 AND E-602 ONE LINE DIAGRAM -
REMOVAL FOR SCOPE OF WORK.
EXISTING COMM LINE.
NOTE:
(E) HH 40-9L1
EXISTING FUEL LINE, WATER LINE, AND COMM LINE
DUCTBANK ROUTING ARE BASED ON INFORMATION
PROVIDED BY THE GOVERNMENT. CONTRACTOR TO FIELD
VERIFY PRIOR TO STARTING WORK TO ENSURE NO IMPACT
TO CONSTRUCTION SCHEDULE/WORK.
37 6237
ANCHOR(2)
IL
S
SH
LE
TE
RCPADTMH
A/ C
ANCHOR(2)
TMH
UHH
FUEL TANK
CONCRETE
BUILDING
W x
W x
W x
W x
Cx
Cx
Cx
Cx
ANCHOR(2)
CPAD
IL
S
SH
LE
TE
R
TMH
A/C
ANCHOR(2)
W x
C x
C x
Cx
ANCHOR(2)
ANTENNA
CPAD
IL
S
SH
LE
TE
R
ANTENNA
SUPPORT
ANTENNA(2)
UHH
TMH
A/ C
CPAD
ANCHOR(2)
C x
C x
Cx
Cx
Cx
TMH
AS SHOWN
AAFB
FA5240-22-F-0073
GUAM
AIR FORCE BASE
ANDERSEN
AJJY 23-1007 REPAIR AIRFIELD ELECTRICAL
CONDUIT & GLIDESLOPE SYSTEMS
FINAL DESIGN SUBMITTAL
CN
NP
ENLARGED PLAN - 06R LOCALIZER STATION5
ENLARGED ELECTRICAL
SITE PLANS - REMOVAL (EAST)
ENLARGED PLAN - BUILDING 28004
ENLARGED PLAN - 06L LOCALIZER STATION 324R GLIDESLOPE/FMQ-19 STATION - ENLARGED PLAN1
(E) PANELBOARD
(E) PULLBOX
(E) SPD
(E) DISCONNECT SWITCH
(E) EHH
(E) PANELBOARD
(E) PULLBOX
(E) SPD
(E) EAST TRAFFIC LIGHT
ANTENNA 2 (TO REMAIN)
(E) DISCONNECT SWITCH
(E) ECB-24 SFL
(E) HH 34-29
(E) HANDHOLE
B2800
(E) HH-34-28
(E) PANELBOARD
(E) PULLBOX
(E) SPD
EAST TRAFFIC LIGHT ANTENNA 1 - ENLARGED PLAN2
(E) EAST TRAFFIC LIGHT
ANTENNA 1
(E) HH-34-32
(E) HH 34-33
EDS104
(E) PULLBOX
(E) DISCONNECT
SWITCH
(E) PULLBOX
(E) PANELBOARD
(E) FMQ-19 PANELBOARD
TO (E) MAIN DISTRIBUTION
BOARD
(E) TMH
EXISTING WATER LINE.
GENERAL NOTE: APPLICABLE TO ENTIRE SHEET
LIGHT LINES INDICATE EXISTING TO REMAIN.
HATCH MARKS INDICATE TO BE REMOVED.
EXISTING COMM LINE.
NOTES: APPLICABLE TO ENTIRE SHEET
(E) TMH
(E) TMH
EXISTING FUEL LINE, WATER LINE, AND COMM LINE
DUCTBANK ROUTING ARE BASED ON INFORMATION
PROVIDED BY THE GOVERNMENT. CONTRACTOR TO FIELD
VERIFY PRIOR TO STARTING WORK TO ENSURE NO IMPACT
TO CONSTRUCTION SCHEDULE/WORK.
SEE SHEET E-601 AND E-602 ONE LINE DIAGRAM -
REMOVAL FOR SCOPE OF WORK.
38 6238
GLIDESLOPE
BUILDING
GLIDESLOPE
TOWER
UHH
A/C
Cx
Cx
Cx
Cx
Cx
Cx Cx
Cx
Cx
Cx
Cx
Cx
UMH U
Cx
ENLARGED PLAN - 24L GLIDESLOPE/FMQ-19 STATION2ENLARGED PLAN - EAST TRAFFIC LIGHT ANTENNA 31
(E) PANELBOARD
(E) PULLBOX
(E) SPD
(E) PANELBOARD
(E) EHH
(E) EAST TRAFFIC LIGHT ANTENNA 3
AS SHOWN
AAFB
FA5240-22-F-0073
GUAM
AIR FORCE BASE
ANDERSEN
AJJY 23-1007 REPAIR AIRFIELD ELECTRICAL
CONDUIT & GLIDESLOPE SYSTEMS
FINAL DESIGN SUBMITTAL
CN
NP
EDS105
(E) PULLBOX
(E) TMH
EXISTING WATER LINE.
GENERAL NOTE: APPLICABLE TO ENTIRE SHEET
LIGHT LINES INDICATE EXISTING TO REMAIN.
HATCH MARKS INDICATE TO BE REMOVED.
EXISTING COMM LINE.
NOTES: APPLICABLE TO ENTIRE SHEET
EXISTING FUEL LINE, WATER LINE, AND COMM LINE
DUCTBANK ROUTING ARE BASED ON INFORMATION
PROVIDED BY THE GOVERNMENT. CONTRACTOR TO FIELD
VERIFY PRIOR TO STARTING WORK TO ENSURE NO IMPACT
TO CONSTRUCTION SCHEDULE/WORK.
SEE SHEET E-601 AND E-602 ONE LINE DIAGRAM -
REMOVAL FOR SCOPE OF WORK.
ENLARGED ELECTRICAL
SITE PLANS - REMOVAL (EAST)
(E) FMQ-19 PANELBOARD
39 6239
U
CxCx
Cx
CPAD
TMHC
x
C x
C x
C x
C x
ANCHOR(2)
CPAD
IL
S
SH
LE
TE
R
UHH
ANCHOR(2)
A/C
TM
H
C x
AS SHOWN
AAFB
FA5240-22-F-0073
GUAM
AIR FORCE BASE
ANDERSEN
AJJY 23-1007 REPAIR AIRFIELD ELECTRICAL
CONDUIT & GLIDESLOPE SYSTEMS
FINAL DESIGN SUBMITTAL
CN
NP
EDS106
ENLARGED PLAN - 06L GLIDESLOPE/FMQ-19 STATION1 ENLARGED PLAN -…
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