PRANG Construct Apron Lighting_B-3 Final Design Submission_DRAWINGS_26JUNE2020 (002).pdf
PDF 5 MB Posted
- Attached to
- Apron Lighting System Construction 156th AW PR ANG Federal contract opportunity
- Solicitation number
- W50S9320B5017
- Issued by
- Department of the Army National Guard
About this file
This document provides details for an upcoming federal contract solicitation for an Apron Lighting System Construction project at the 156th Airlift Wing, Muniz Air National Guard Base in Carolina, Puerto Rico. The project includes providing all labor, materials, equipment, and supervision to construct a new LED-based apron lighting system according to provided specifications and drawings. The total project value is estimated between $500,000 and $1,000,000. Interested contractors must attend a mandatory pre-construction site visit on August 19, 2020 and submit required documentation by August 16 to receive a day pass. The solicitation is scheduled for release on August 28 with questions due by August 26. The response closing date is September 26. The procurement will be conducted as a 100% total small business set-aside and evaluated based on price alone.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| NRA_Notification_70 feet poles.pdf | ||
| NRA_Notification_80 feet poles.pdf | ||
| DD369 - Police Record Check.pdf | ||
| QASP - TUMR112120 CONSTRUCT APRON LIGHTING SYSTEM.pdf | ||
| 3. SOW - TUMR 112120.pdf | ||
| PRANG Construct Apron Lighting_B-3 Final Design Submission_SPECIFICATIONS_26JUNE2020 (002).pdf | ||
| Form_813_Construct_Apron_Lighting.pdf |
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Text version
PUERTO RICO AIR NATIONAL GUARD
CONSTRUCT APRON LIGHTING
LUIS MUNOZ MARIN IAP - CAROLINA, PUERTO RICO
CONTRACT NO.: W9133L-15-D-0002
PN: TUMR112120
B-3 FINAL DESIGN SUBMISSION
26 JUNE 2020
TITLE SHEET
NTS
D. ARROYO
J.L. MARQUEZ
D. ARROYO G-001
CONSTRUCT APRON LIGHTING
PRANG CIVIL ENGINEERING
REVISIONS
INITIALDESCRIPTIONDATEREV
MUÑIZ BASE, LUIS MUÑOZ MARIN IAP CAROLINA, PUERTO RICO
DESIGNED BY
REVIEWED BY
SCALE DATE
AE PROJ. NO.
DRAWN BY
156TH AIRLIFT WING
SHEET
PROJECT NO.
IAINNFCOQUEIAEENTSCI
TUMR
112120
A I R
N A T I O N A L
GU AR
D
C I V I L
E N G I N E E R I N
GGEO
GR APH I A E PENE TR
AM
US
PUERTO RICO AIR NATIONAL GUARD
MUÑIZ BASE, LUIS MUÑOZ MARIN IAP, CAROLINA PUERTO RICO
NOT FOR
CONSTRUCTION
DRAWING INDEX
NTS
D. ARROYO
J.L. MARQUEZ
D. ARROYO G-002
CONSTRUCT APRON LIGHTING
PRANG CIVIL ENGINEERING
REVISIONS
INITIALDESCRIPTIONDATEREV
MUÑIZ BASE, LUIS MUÑOZ MARIN IAP CAROLINA, PUERTO RICO
DESIGNED BY
REVIEWED BY
SCALE DATE
AE PROJ. NO.
DRAWN BY
156TH AIRLIFT WING
SHEET
PROJECT NO.
IAINNFCOQUEIAEENTSCI
TUMR
112120
A I R
N A T I O N A L
GU AR
D
C I V I L
E N G I N E E R I N
GGEO
GR APH I A E PENE TR
AM
US
PUERTO RICO AIR NATIONAL GUARD
MUÑIZ BASE, LUIS MUÑOZ MARIN IAP, CAROLINA PUERTO RICO
NOT FOR
CONSTRUCTION
DRAWING INDEX
SHEET ID DESCRIPTION
GENERAL
G-001 TITLE SHEET
ELECTRICAL
E-100
OVERALL EXISTING CONDITIONS SITE PLANE-010
OVERALL EXISTING KEY - PLAN
EU-101
EU-102
G-002 DRAWING INDEX
ENLARGED ELECTRICAL UNDERGROUND UTILITIES SITE PLAN
ENLARGED ELECTRICAL UNDERGROUND UTILITIES SITE PLAN
E-501 ELECTRICAL DETAILS
NOTES, SYMBOLS, AND ABBREVIATIONS
E-001
6.0
6.0
6.0
.0
.0
.0
6.0
.0
7.0
.0
7.0
.0
.0
7.0
.0
.0
.0
6.0
.0
.0
6.0
.0
6.0
6.0
6.0
6.0
6.0
6.0
7.0
7.0
7.0
.0
7.0
7.0
7.0
.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
.0
.0
7.0
7.0
7.0 7.0 7.0
7.0
7.0
7.0
.0
7.0
.0
E
E
E
E
E
E
E
E
E
E
E
E
HB
E
E
H
B
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
S
E
E
E
E
M
M
E
E
E
E
E
E
E
T
E
E
E
E
E
E
UNK
E
E
E
E
E
E
E
E
E
E
E
E
E
T
T
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
T
E
E
PLATE
E
A/C
POWER PLANT
CONCRETE DIKE
P / P
A/C
A/C
A/C
ELECTRIC PANELS
E
A/C
A/C
E
A/C
A/C
ELECTRIC PANEL
E
E
A/C
A/C
A/C
A/C
A/C
A/C
A/C
A/C
A/C
A/C
A C
A C
A/C
A/C
A C
A
C
A/C
A/C
A C
A C
E
E
A/C
A/C
A/C
A
C
A C
A/C
PLATE
ELECTRIC PANEL
A/C
A/C
A/C
ELECTRIC PANELS
ELECTRIC PANEL
A/C
A
C
ELECTRIC PANEL
ELECTRIC PANEL
A/C
A/C
A C
A/C
A C
A
C
A C
ELECTRIC PANEL
ELECTRIC PANEL
ELECTRIC PANEL
E
E
E
E
PLATE
E
E
A/C
A/C
A/C
ELECTRIC PANEL
A/C
A
C
P / P
POWER PLANT
E
E
CONCRETE DIKE
GPR ANOMALY
RAMP
GPR ANOMALY
P / P
E
E
E
E
E
E
CONTROL BOX
CONTROL BOX
TELEPHONE BOX
CONTROL BOX
A C
S
T
A
S
T
A
A/C
WOOD FLOOR
E
HB
W
E
E
A/C
E
TRANSFORMER
M
E
E
E
E
E
A/C
A/C
A/C
E
A/C
E
E
E
E
TRANSFORMER
T
A/C
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E
E
E E
E
E
E
E
E
E
E
E E
E
TRANSFORMER
A/C
E
E
T
STAIRS
WAREHOUSE
E
E
E
E
E
E
E
E
E
E
E
E
A/C
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
M
M
P2 P1
E
E
E
E
E
E
E
E
E
E
E
STAIRS
P1
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E E
E
E
E
E
E
E
E E
E
E E
E
E
E
P1
E
E
E
E
E
E E
E
E
E
E
E
E E
E E
E E
E
E
EE
E
E
E
E
E E
E
E
E
E
E
E
T
T
T T
T
T
T T
T
T T
T
T
TT
T
T
T
M
M
T
E
E
E
E
E
T
E
E
T
T
T
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
A/C
E
E
E
P1 P1
E
P
P
E
T
T
E
E
PROPERTY
LINE
PROPERTY
LINE
PROPERTY
LINE
OVERALL EXISTING CONDITION SITE PLAN
J.L. MARQUEZ
D. ARROYO
D. ARROYO E-010
1" = 80' E-010
A-1 OVERALL EXISTING CONDITION SITE PLAN
N
0 80' 160'40'
1: 80'
240'
ELEVATIONSTA
EASTING
COORDINATES
NORTHING
DESCRIPTION
HORIZONTAL AND VERTICAL CONTROL
1/4" BRONZE DISK
1/4" BRONZE DISK
2857-1
2857-2
877,737.854
877,861.369
807,656.391
807,813.375
6.825
6.845
1/4" BRONZE DISK
1/4" BRONZE DISK
3003-1
3003-2
877,326.987
876.876.733
807,847.277
808,039.758
6.263
6.604
1/4" BRONZE DISK
1/4" BRONZE DISK
3003-3
3003-4
877,173.605
877,536.369
808,780.980
809,551.529
6.480
6.860
REBAR
1/4" BRONZE DISK
3003-5
3003-6
877,790.175
877,891.298
810,204.317
809,654.279
6.184
8.261
1/4" BRONZE DISK
1/4" BRONZE DISK
3003-7
3003-8
877,639.005
877,363.423
808,965.099
808149.954
6.217
8.123
1/4" BRONZE DISK
3003-9
877,447.820 807,833.063 7.342
PREVIOUSLY SURVEYED
ON AUGUST 2016
AREA NOT SURVEYED
BUILDING 19
BUILDING 12
BUILDING 12A
BLDG 106
BLDG 93
BLDG 83
RUNNING TRACK
BUILDING 85
GREEN AREA
BLDG 105
BLDG 84
PARKING AREA
TRAILER
BUILDING 101
GREEN AREA
B U
I L
D I N
G
BLDG 7
BUILDING 103
TANK
FUEL
TANK
FUEL
BLDG 75
BLDG 21
BLDG 27
PARKING AREA
BUILDING 25
PARKING AREA
BUILDING 22
BUILDING 11
PARKING AREA
BUILDING 6
B U
I L
D I N
G
BLDG 4
BUILDING 1
BUILDING 16
BUILDING 16
BUILDING 3
CONCRETE PAVEMENT
PERIPHERAL LANE
I N
T E
R I O
R
L
A N
E
T E
N N
I S
C
O U
R T
B A
S K
E T
B A
L L
C O
U R
T
GREEN AREA
BLDG 100
T R
A I L E
R
T R
A I L E
R
T R
A I L E
R
BG MIHIEL GILORMINI STREET
BG MIHIEL GILORMINI STREET
C O
R S
A
R
S
T R
E E
T
B L
D G
BLDG 107
LIQ FUEL
STAND TRUCK
BUILDING 71
P A
R K
I N
G
A
R E
A
PARKING AREA
PARKING AREA
PARKING AREA
BLDG 9
BLDG 2
B L
BLDG 29
GUARD HOUSE
MAIN ENTRANCE
PARKING AREA
BUILDING 8
TRAILER
R A
N C
H
BLEACHERS
S H
E D
CANOPY
LOX STORAGE
(SURVIVAL
SHOP)
ELECTRIC POWER
STATION BLDG
MISC. STORAGE
TANK
C M
S G
T
R
O B
E R
T
D
I X
N
T
MSG ANGEL M. VAZQUEZ ST
G E
N
A
A
N
I D
O
A
V E
N U
E
AREA
PARKING
O/D RECREATIONAL PAVILION
MONUMENT MEMORIAL
FIRE /CRASH RESCUE STATION
SECURITY GUARD TOWER
PARKING ACCESS ROAD
L E G E N D:
PUBLIC TELEPHONE
WOODEN POWER/
TELEPHONE POLE
KM ID
TWO SIDE
METAL LIGHT POLE
SLB
STREET LIGHT BOX
BOOTH
METAL LIGHT POLE
STREET LIGHT POLE
UTILITY POLE
PROPERTY POINT
WATER MANHOLE
HEAD WALL
WATER METER
CONTROL STATION
ELECTRIC UTILITY
TELEPHONE MANHOLE
STORM SEWER
CATCH BASINS
SANITARY SEWER
TELEPHONE POLE
CONCRETE POWER POLE
WOODEN POWER POLE
WOODEN LIGHT POLE
CONCRETE LIGHT POLE
WATER VALVE
FIRE HYDRANT
CURB INLET
SANITARY CLEAN OUT
PALM TREE
EXISTING TREE
CABLE TV POLE
GUY WIRE
HANDICAP RAMP
SIGN
GUY POLE
MANHOLE
MANHOLE
MANHOLE
NOT IN USE POLE
EXISTING STRUCTURES
SPOT ELEVATIONS
EVERY 0.5 FOOT
CONTOUR INTERVAL
5.00
STORM SEWER LINE
GUARDRAIL
UNDERGROUND
TELECOMMUNICATION
POWER LINE
UNDERGROUND
CHAIN LINK FENCE
BARBED WIRE FENCE
WATER LINE
AERIAL TELEPHONE LINE
AERIAL POWER LINE
SANITARY SEWER LINE
CONCRETE GUTTER
U/T
UE
X
AE
TEL
W
STM
S
EVERY 1.0 FOOT
CONTOUR INTERVAL
METAL POWER POLE
CONCRETE POWER &
TELEPHONE POLE
CONCRETE SLAB
UNK
UNKNOWN UNDERGROUND
PIPE LINE
N O T E S :
1. ALL DISTANCES ARE EXPRESSED IN US SURVEY FEET, UNLESS OTHERWISE NOTED.
2. FIELDWORK PERFORMED ON FEBRUARY 2017.
3. HORIZONTAL CONTROLS ARE REFERRED TO NAD 83 (2011/PA11/MA11) EPOCH 2010.00.
4. VERTICAL DATUM IS REFERRED TO PRVD02.
5. PLEASE REFER TO SURVEY JEB-3003.
6. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF THE SURVEY MADE ON THE DATE
INDICATED AND CAN ONLY BE CONSIDERED AS AN INDICATI0N OF THE GENERAL CONDITIONS EXISTING AT
THAT TIME.
7. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND MEASUREMENTS AND ADVISE ARCHITECT OR
OWNER OF ANY DIFFERENCES.
8. SUBSURFACE UTILITY SURVEY WERE LOCATED TO ASCE SPECIFICATION 3802, QUALITY LEVEL B. DUE TO THE FINDINGS
WITHIN THE SURVEY LIMITS, IT IS RECOMMENDED THAT NON DESTRUCTIVE EXCAVATION BE PERFORMED FOR WORK IN THE
VICINITY OF AREAS WITH DESIGNATED UTILITIES.
9. THESE DRAWINGS AND THE REPORT OF SUB SURFACE UTILITY SURVEY ARE MADE PART OF EACH OTHER BY REFERENCE
AND NOT VALID IF REFERRED TO INDEPENDENTLY.
METAL CAP
MONITORING WELL
BOLLARDS
VERTICAL PIPE
1/2" OR 3/4" METAL PIPE (POWER)
ABOVEGROUND
P0
ABBREVIATIONS :
CB
SMH
STMH
CONC.
C.S.
B.S.
F.F.E.
CATCH BASIN
SANITARY SEWER MANHOLE
STORM SEWER MANHOLE
CONCRETE
CONCRETE SLAB
BUS STOP
FINISH FLOOR ELEVATION
P.R.H.T.A.
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
A.E.P.
PUBLIC BUILDING AUTHORITY
J.P.
"JUNTA DE PLANIFICACION DE PUERTO RICO"
N/A
NO ACCESS
PREPA
PUERTO RICO ELECTRIC POWER AUTHORITY
PRASA
PUERTO RICO AQUEDUCT AND SEWER AUTHORITY
T.W.E.
TOP OF WALL ELEVATION
I.E.
INVERT ELEVATION
T.E.
TOP ELEVATION
Ø
PIPE DIAMETER
HW
HEADWALL
C.I.
CURB INLET
EMH
ELECTRIC MANHOLE
UNK
UNKNOWN
S.F.M.
SANITARY FORCE MAIN
G.I.S.
GEOGRAPHIC INFORMATION SYSTEMS
S.U.S.
SUBSURFACE UTILITY SURVEYING
S.L.P.
STREET LIGHT POST
M.C.
METAL CAP
S.L.
STREET LIGHTING
E
ELECTRIC BOX
T CONTROL BOX
1" METAL PIPE (POWER)
ABOVEGROUND
P1
2" METAL PIPE (POWER)
ABOVEGROUND
P2
HB
HOSE BIB
GREEN AREA
MW
DOWNSPOUT
FIRE WATER NOZZLE
AIRCRAFT TIE-DOWN
TEL
W
STM
S
AS REPORTED UTILITY
LINES
REPAIR MAIN WATER SYSTEM BASE WIDE
PRANG CIVIL ENGINEERING
REVISIONS
INITIALDESCRIPTIONDATEREV
MUÑIZ BASE, LUIS MUÑOZ MARIN IAP CAROLINA, PUERTO RICO
DESIGNED BY
REVIEWED BY
SCALE DATE
AE PROJ. NO.
DRAWN BY
156TH AIRLIFT WING
SHEET
PROJECT NO.
IAINNFCOQUEIAEENTSCI
TUMR
162121
A I R
N A T I O N A L
GU AR
D
C I V I L
E N G I N E E R I N
GGEO
GR APH I A E PENE TR
AM
US
PUERTO RICO AIR NATIONAL GUARD
MUÑIZ BASE, LUIS MUÑOZ MARIN IAP, CAROLINA PUERTO RICO
NOT FOR
CONSTRUCTION
PROJECT
AREA
E
E
E
E
E
E
E
E
E
E
E
HB
E
E
H
B
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
S
E
E
E
E
M
M
E
E
E
E
E
E
E
T
E
E
E
E
E
E
UNK
E
E
E
E
E
E
E
E
E
E
E
E
E
T
T
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
T
E
E
F.F.E.=7.54
F.F.E.=7.48
F.F.E.=7.50
F.F.E.=7.54
F.F.E.=7.47
F.F.E.=7.70
F.F.E.=7.61
F.F.E.=7.76
CONCRETE SWALE
PARKING AREA (ASPHALT PAVEMENT)
P A
R K
I N
G
A
R E
A
A
S P
H A
L
P
A V
E M
E N
T
WHEEL STOP (TYP.)
PAVEMENT PATCH (TYP.)
BARRIER (PLASTIC)
PAVEMENT PATCH (TYP.)
WHEEL STOP (TYP.)
DOWNSPOUT
SPLASH BLOCK
DOWNSPOUT
SPLASH BLOCK
S I D
E W
A L
K
F.F.E.=7.62
SIDEWALK
A /C
A /C
HOSE BIBB
TRANSFORMER
PLATE
METAL CAP
DOWNSPOUT (TYP.)
BUILDING OVERHANG
PAVEMENT PATCH (TYP)
E
PAVEMENT PATCH (TYP)
A/C
POWER PLANT
CONCRETE DIKE
P / P
P
P
METAL STORAGE
METAL STORAGE
A/C
METAL STORAGE
A/C
A/C
ELECTRIC PANELS
BUILDING OVERHANG
S I D
E W
A L
K
E
A/C
A/C
E
A/C
A/C
SIDEWALK
CONCRETE PAD
SPLASH BLOCK
WOOD FLOOR
STAIRS
ASPHALT PAVEMENT
GAS STORAGE
GREEN AREA
ELECTRIC PANEL
E
E
DOWNSPOUT (TYP.)
SPLASH BLOCK (TYP.)
PAVEMENT PATCH (TYP.)
WHEEL STOP (TYP.)
PAVEMENT PATCH (TYP.)
A/C
PARKING AREA (ASPHALT PAVEMENT)
BUILDING OVERHANG
A/C
ELECTRIC PANEL
F.F.E.=7.59
CANOPY (ZINC)
HANDRAIL (TYP.)
A/C
A/C
PAVEMENT PATCH (TYP.)
PAVEMENT PATCH (TYP.)
WHEEL STOP (TYP.)
CONCRETE BARRIER
TANK
F.F.E.=7.11
F.F.E.=7.78
F.F.E.=7.22
A/C
A/C
A/C
A/C
A/C
A/C
A C
A C
C A
N O
P Y
METAL CAP
A/C
TANK
TANK
EXIST.
BLDG. 10
INTERCOM
A/C
A C
A
C
A/C
A/C
A C
A C
ELECTRIC PANELS
ELECTRIC PANELS
CONTROL BOX
E
E
A/C
ELECTRIC PANEL
A/C
A/C
A
C
COMMUNICATION TOWER
A C
SIDEWALK
P A
R K
I N
G
A
R E
A
A
S P
H A
V
E M
E N
T
PAVEMENT PATCH (TYP.)
A/C
WHEEL STOP(TYP.)
WHEEL STOP(TYP.)
CONCRETE SWALE
S I D
E W
A L
K
S I D
E W
A L
K
PEDESTRIAN CROSSING
PLATE
PAVEMENT PATCH (TYP.)
ELECTRIC PANEL
A/C
A/C
A/C
ELECTRIC PANELS
ELECTRIC PANEL
A
S P
H A
V
E M
E N
T
A C
C E
A/C
C
ELECTRIC PANEL
ELECTRIC PANEL
A/C
A/C
A C
A/C
A C
A
C
A C
ELECTRIC PANEL
ELECTRIC PANEL
ELECTRIC PANEL
E
E
E
E
PLATE
E
E
A/C
A/C
A/C
ELECTRIC PANEL
A/C
A
C
P / P
POWER PLANT
E
E
RAMP
LOADING AREA
CONCRETE DIKE
F.F.E.=7.11
GPR ANOMALY
METAL CAP
F.F.E.=8.19
RAMP
PAVEMENT PATCH (TYP.)
METAL CAP
GPR ANOMALY
CONCRETE DIKE
CANOPY (ZINC)
P / P
ELECTRIC PANELS (5)
GREEN AREAGREEN AREA
ASPHALT PAVEMENT
ASPHALT PAVEMENT
CONCRETE PAVEMENT
CONCRETE PAVEMENT
C O
N C
R E
V
E M
E N
T
C O
N C
R E
V
E M
E N
T
CONCRETE PAVEMENT
CONCRETE PAVEMENT
C O
N C
R E
V
E M
E N
T
C O
N C
R E
V
E M
E N
T
C O
N C
R E
V
E M
E N
T
GREEN AREA
G R
E E
N
A
R E
A
GREEN AREA
GREEN AREA
CONCRETE PAVEMENT
CONCRETE PAVEMENT
ASPHALT PAVEMENT
STORAGE
S I D
E W
A L
K
S I D
E W
A L
K
ASPHALT PAVEMENT
E
S I D
E W
A L K
C O
N C
R E
V
E M
E N
T
A S
P H
A
V
E M
E N
T
A S
P H
A
V
E M
E N
T
CONCRETE PAVEMENT
E
E
E
E
E
CONTROL BOX
CONTROL BOX
TELEPHONE BOX
CONTROL BOX
A C
S
T
A
EXIST.
BLDG. 89
S
T
A
A/C
WOOD FLOOR
E
HB
W
E
E
A/C
E
TRANSFORMER
M
METAL CAP (TYP.)
RUNNING TRACK
RUNNING TRACK
TENNIS COURT
BASKETBALL COURT
F.F.E.=8.65
BLEACHERS
BENCH
BENCH
BOOTH
BUILDING 106
F.F.E.=9.21
HEIGHT=11.67 FT
STRUCTURE
H = 8.54FT
STRUCTURE
H = 8.61 FT
STRUCTURE
H = 7.96 FT
STRUCTURE
F.F.E.=9.06
H = 17.37 FT
BG MIHIEL GILORMINI STREET
(ASPHALT PAVEMENT)
DIRT ROAD
CHAIN LINK FENCE
CONCRETE SLAB
CHAIN LINK FENCE
CONCRETE SLAB
HAZARDOUS
STORAGE
MATERIALS
STORAGE
E
E
DIRT ROAD
DIRT ROAD
BG MIHIEL GILORMINI STREET
(ASPHALT PAVEMENT)
BG MIHIEL GILORMINI STREET
(ASPHALT PAVEMENT)
PUMP
WATER
CHAIN LINK FENCE
PAVEMENT PATCH (TYP.)
CONCRETE PAVEMENT
(ASPHALT PAVEMENT)
ASPHALT PAVEMENT
CONCRETE
PAVEMENT
ASPHALT PAVEMENT
METAL CAP (TYP.)
PUMP STATION
E
E
E
SIDEWALK
SIDEWALK
SITEWALK
CHAIN LINK FENCE
CHAIN LINK FENCE
CONCRETE SLAB
CONCRETE SLAB
CONCRETE SLAB
CHAIN LINK FENCE
CONCRETE SLAB
C O
N C
R E
A
B
CONCRETE SLAB
S I D
E W
A L
K
A/C
A/C
BUILDING 93
F.F.E.=9.08
HEIGHT=24.10 FT
F.F.E.=9.15
BUILDING 100
F.F.E.=6.53
HEIGHT=17.20 FT
BUILDING 105
F.F.E.=5.99
HEIGHT=25.47 FT
A/C
E
A/C
T R
A I L
E R
RAMP
CONC. SLAB
E
E
E
E
PARKING AREA
TRAILER
WAGON
WAGON
SWALE
SWALE
SIDEWALK
BUILDING 84
F.F.E.=6.24
HEIGHT=23.05 FT
F.F.E.=6.35
F.F.E.=6.37
S I D
E W
A L
K
S I D
E W
A L
K
SIDEWALK
TRANSFORMER
BG MIHIEL GILORMINI STREET
(ASPHALT PAVEMENT)
S W
A L
E
PAVEMENT PATCH
WHEEL STOP (TYP.)
MANOFACTORED HOUSING (TRAILER)
F.F.E.=9.70
HEIGHT=10.89 FT
TRAILER
F.F.E.=9.08
HEIGHT=10.39 FT
T
T R
A I L
E R
T R
A I L
E R
T R
A I L
E R
F F
E
H E
I G
H T
F F
E
H E
I G
H T
F F
E
H E
I G
H T
S I D
E W
A L
K S
I D
E W
A L
K S
I D
E W
A L
K
SIDEWALK
TRANSFORMER
WAGON
A/C
S I D
E W
A L
K
S I D
E W
A L
K
RANCH
BLEACHERS
TRAILER
T R
A I L
E R
T R
A I L
E R
T R
A I L
E R
T R
A I L
E R
T R
A I L
E R
T R
A I L
E R
T R
A I L
E R
BUILDING 75
F.F.E.=7.11
HEIGHT=25.66 FT
A
S P
H A
V
E M
E N
T
D E
R
E E
T
A
S P
H A
V
E M
E N
T
D E
R
E E
T
E
PARKING AREA
(CONCRETE PAVEMENT)
BUILDING 21
F.F.E.=9.03
HEIGHT=11.55 FT
BASE ENGINEER MAINT. FAC.
F.F.E.=8.84
HEIGHT=14.94 FT
BUILDING 25
COMPOSITE MILITARY STORE
F.F.E.= 9.79
HEIGHT= FT
BUILDING 27
CE MAINT SHOP
F.F.E.= 8.56
HEIGHT=11.92 FT
BUILDING 71
RES. FORCES OPL TNG. (WING HEADQUARTERS)
F.F.E.= 8.94
HEIGHT= 15.26 FT
BUILDING 22
RES FORCE OPL TRNG (RECRUITING)
F.F.E.=
HEIGHT= FT
BUILDING 29
FUEL TANKS
FUEL TANKS
COMPOSITE MILITARY STORE
F.F.E.= 7.40
HEIGHT= FT
BUILDING 27
BUILDING 20
F.F.E.= 9.50
HEIGHT= 8.96 FT
BUILDING 107
F.F.E.= 8.99
HEIGHT=11.97 FT
LIQ FUEL STAND TRUCK
POWER CHECK PAD (HUSH HOUSE)
F.F.E.= 5.49
HEIGHT=13.26 FT
BUILDING 85
AERIAL PORT TRAINING FACILITY
F.F.E.= 6.36
HEIGHT= 55.04 FT
BUILDING 19
AVIONICS & AGS SHOP
F.F.E.= 7.07
HEIGHT= 16.54 FT
BUILDING 12
AIRCRAFT ENG SHOP
F.F.E.= 7.31
HEIGHT= 13.09 FT
BUILDING 12 A
AGE SHOP/ STORAGE FACILITY
F.F.E.= 7.11
HEIGHT= FT
BUILDING 8
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E
E
E E
E
ASPHALT PAVEMENT
ASPHALT PAVEMENT
PARKING AREA
WHEEL STOP (TYP.)
ASPHALT PAVEMENT
PARKING AREA
ASPHALT PAVEMENT
PARKING AREA
ASPHALT PAVEMENT
PARKING AREA
ASPHALT PAVEMENT
PARKING AREA
ASPHALT PAVEMENT
PARKING AREA
ASPHALT PAVEMENT
PARKING AREA
ASPHALT PAVEMENT
PARKING AREA
BG MIHIEL GILORMINI STREET
(ASPHALT PAVEMENT)
BG MIHIEL GILORMINI STREET
(ASPHALT PAVEMENT)
BG MIHIEL GILORMINI STREET
(ASPHALT PAVEMENT)
PAVEMENT PATCH (TYP.)
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK SIDEWALK SIDEWALK SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
S I D
E W
A L
K
METAL CAP (TYP.)
E
E
ASPHALT PAVEMENT
PARKING AREA
MISC STOR TANK (O/W SEPARATOR)
ASPHALT PAVEMENT
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
METAL CAP (TYP.)
E
SIDEWALK
SIDEWALK
E
E
S I D
E W
A L
K S
I D
E W
A L
K
S I D
E W
A L
K
TRANSFORMER
ELECTRIC GENERATOR
WAGON
E
A/C
A/C
A/C
A/C
A/C
PAVEMENT PATCH (TYP.)
TANK
T A
N K
TENT
TENT
TENT
TENT
TENT
ROOF
TANK
E E
TANK (TYP.)
TENT
SENSOR
A/C
A/C
A/C
A/C
A/C
A/C
ASPHALT PAVEMENT
PARKING AREA
SWALE
ANTENNA
LOADING DOCK
SWALE
SWALE
E
SENSOR
METAL CAP (TYP.)
GUARD
HOUSE
ROOF
S I D
E W
A L
K
WOODEN DECK
DRAIN
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
S I D
E W
A L
K
S I D
E W
A L
K
S I D
E W
A L
K
TRANSFORMER
A/C
SIDEWALK
S I D
E W
A L
K
METAL CAP (TYP.)
A/C
A/C
DRAIN
CHAIN LINK FENCE
GATE
METAL CAP (TYP.)
PAVEMENT PATCH (TYP.)
M E
T A
L C
A P
(T Y
P
M E
T A
L C
A P
(T Y
P
A/C
A/C
METAL CAP (TYP.)
ELECTRIC GENERATOR
A/C
A/C
CONCRETE SWALE
DRAIN
A/C
DRAIN
PAVEMENT PATCH (TYP.)
METAL CAP (TYP.)
E
TR
AIL
ER
TRAILER
WHEEL STOP (TYP.)
SHOPING CART AREA
A/C
WAGON
A/C A/C
A/C
BBQ
RAMP
METAL CAP (TYP.)
SENSOR
S I D
E W
A L
K
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
A/C
TRANSFORMER
E
T
A/C
WAGON
SWALE
CONCRETE TOWER
A/C
WAGON
SIDEWALK
SIDEWALK
S I D
E W
A L
K
S I D
E W
A L
K
A/C
METAL CAP (TYP.)
TANK
M E
T A
L C
A P
T
Y P
RAMP
SIDEWALK
SIDEWALK
SURVIVAL SHOP/STORAGE FACILITY
F.F.E.= 7.06
HEIGHT=11.34 FT
BUILDING 7
COMPOSITE SQ. OPS. FAC
F.F.E.= 6.29
HEIGHT=18.80 FT
BUILDING 80
RAMP
WAREHOUSE
TOWER ELEVATOR
RAMP
RAMP
A/C
G R
E A
S E
T R
A P
S W
A L
E
GREASE TRAP
ELECTRIC PANEL
A/C
A/C
A/C
A/C
ELECTRIC GENERATOR
CANOPY
A/C
A/C
ELECTRIC CABINET
STAIRS
A/C
SIDEWALK
A/C
A/C
MAINTENCE HANGAR
F.F.E.= 7.22
BUILDING 1
CHAIN LINK FENCE
CONCRETE DIKE
CHILLER
STAIRS
SUPPLY EQUIP. WAREHOUSE
F.F.E.= 7.00
HEIGHT= 11.76 FT
BUILDING 11
ELECTRIC GENERATOR
ENTRANCE SIGN
C O
N C
R E
T E
W A
L L
C O
N C
R E
T E
W A
L L
CONCRETE WALL
CHAIN LINK FENCE
GATE
ELECTRIC GENERATOR
GATE
S I D
E W
A L K
SIDEWALK
BUILDING 4
TRAFFIC MGT FAC/VEH MAINT OFF
WAREHOUSE
W
A
G
O
N
A/C
A/C
SIDEWALK
METAL CAP (TYP.)
METAL CAP (TYP.)
S I D
E W
A L
K
METAL CAP (TYP.)
G A
T E
S I D
E W
A L
K
EXHIBITION AIRPLANE
METAL CAP (TYP.)
W A
G O
N
E
E
E
E
E
E
E
E
E
E
A/C
A/C
E
REFRIGERATING MACHINE
CROSS INLET
BENCH
R A
M P
E
A/C
S I D
E W
A L
K
GAZEBO
E
E
E
E
E
E E
E
E
E
SWALE
S I D
E W
A L
K
WAREHOUSE
SIDEWALK
A/C
A/C
A/C
DIRT ROAD
GATE
CANOPY
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
TELECOM CAP (TYP.)
TELECOM CAP (TYP.)
TELECOM CAP (TYP.)
PAVEMENT PATCH (TYP.)
TELECOM CAP (TYP.)
TELECOM CAP (TYP.)
M E
T A
L C
A P
(T Y
P
TELECOM CAP (TYP.)
A/C
M
M
GREEN AREA
GREEN AREA
LOW CONCRETE WALL
ELECTRIC PANEL
GATE
STAIRS
P2 P1
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
C O
N C
R E
T E
W A
L L
BUILDING 99
SECURITY POL OPS
METAL ROOF
A/C SUPPORT EQUIPMEMT
F.F.E.= 6.63
HEIGHT= 25.47 FT
BUILDING 103
METAL ROOF
E
E
E
E
E
E
E
E
E
E
E
STAIRS
DUMPSTER
P1
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E E
E
E
E
E
E
E
E E
E
E E
E
E
E
P1
E
E
SIDEWALK
SIDEWALK
GATE
E
E
E
E E
VEHICLE MAINTENANCE SHOP
F.F.E.= 7.43
HEIGHT= 18.73 FT
BUILDING 6
SUPPLY EQUIP. WAREHOUSE
F.F.E.= 7.00
HEIGHT= 11.76 FT
BUILDING 3
E
E
E
E
E
E E
E E
E E
E
E
EE
E
E
E
E
E E
E
E
E
E
E
E
S I D
E W
A L
K
SIDEWALK
LOW CONCRETE W
ALL
B U
I L
D I N
G
B A
H
Z
A R
D
S
T O
R A
G E
P
A I N
T
RES. FORCES OPL. TNG.
F.F.E.= 7.54
BUILDING 16
RES. FORCES OPL. TNG.
F.F.E.= 7.54
BUILDING 16
FIRE/CRASH
BUILDING 15
RESCUE STATION
F.F.E.= 5.26
CONCRETE PAVEMENT
CONCRETE PAVEMENT
CONCRETE PAVEMENT
V E
H I C
M
I N
T E
N A
N C
E
S
H O
P
F F
E
H E
I G
H
F
T
B U
I L
D I N
G
CONCRETE WALL
T
T
T T
T
T
T T
T
T T
T
T
TT
T
T
T
M
M
T
E
RAMP
E
E
E
E
T
E
E
T
T
T
T
METAL CAP (TYP.)
GATE
E
E
E
D B
A
N D
O N
E D
P
O R
T E
D
D/B ABANDONED
AS REPORTED
D
A
N
D
O
N
E
D
P
O
R
T
E
D
D
A
N
D
O
N
E
D
P
O
R
T
E
D
ANTENNA
CHILLER
ELECTRIC GENERATOR
TRANSFORMER
A/C
STAIRS
TR
AN
S
FE
R S
W
ITC
H
STAIRS
STAIRS
ROLLING DOORS
ROLLING DOORS
WATER AS REPORTED
WATER AS REPORTED
WATER AS REPORTED
WATER AS REPORTED
W A
T E
R
A
S
R
E P
O R
T E
D
WATER AS REPORTED
WATER AS REPORTED
WATER AS REPORTED
WATER AS REPORTED
W A
T E
R A
S R
E P
O R
T E
D
E
E
E
E
E
E
E
E
E
E
E
E
E
WATER AS REPORTED
E
A/C
WATER PUMP
E
CONCRETE WALL
E
RAMP
RAMP
E
SECURITY POLICE OPS.
BUILDING 9
F.F.E.= 7.17
F.F.E.= 7.00
BDOC
F.F.E.= 7.00
BUILDING 2
HEIGHT= 24.07 FT
P1 P1
E
P
P
EARTH SWALE
S H
U
Q U
S
E
E
A/C
A/C
A/C
A/C
A/C
YELLOW PAINTED LINES
T
T
E
E
STORAGE
STAIRS
RAMP
ASPHALT PAVEMENT
PARKING AREA
HEIGHT=25.52 FT
HEIGHT=25.45 FT
BUILDING 83
F.F.E.=8.02
HEIGHT=15.34 FT
MSG ANGEL M. VAZQUEZ STREET
(ASPHALT PAVEMENT)
MSG ANGEL M. VAZQUEZ STREET
(ASPHALT PAVEMENT)
MSG ANGEL M. VAZQUEZ STREET
(ASPHALT PAVEMENT)
L M
S G
T
R
O B
E R
T
D
I X
R
E E
T
A
S P
H A
V
E M
E N
T
EMPTY MH
EARTH SWALE
TENT
RED PAINTED LINES
CROSS INLET
YELLOW PAINTED LINES
YELLOW PAINTED LINES
YELLOW PAINTED LINES
AIRCRAFT TIE-DOWN TYP.
AIRCRAFT TIE-DOWN TYP.
AIRCRAFT TIE-DOWN TYP.
AIRCRAFT TIE-DOWN TYP.
AIRCRAFT TIE-DOWN TYP.
AIRCRAFT TIE-DOWN TYP.
AIRCRAFT TIE-DOWN TYP.
METAL C
AP (T
YP.)
CHAIN LINK FENCE
WHEEL STOP (TYP.)
MEMORIAL MONUMENT
ASPHALT PAVEMENT
PARKING AREA
GREEN AREA
PARKING AREA
GREEN AREA
SMOKING AREA
CONCRETE LOW WALL
CROSS INLET
COMPOSITE SQ. OPS. FAC
F.F.E.= 6.29
HEIGHT=18.80 FT
BUILDING 80
COMPOSITE SQ. OPS. FAC
F.F.E.= 6.29
HEIGHT=18.80 FT
BUILDING 80
CHAIN LINK FENCE
FIRE PIPE
C A
N O
P Y
CONCRETE TOWER
TOWER ELEVATOR
AREA NOT SURVEYED
AREA NOT SURVEYED LIMITS
PREVIOUSLY SURVEY
PREVIOUSLY SURVEY
P R
E V
IO
U
S
LY
S U
R V
E Y
P R
E V
IO
U
S
LY
S U
R V
E Y
PREVIOUSLY SURVEY
BUILDING 104
PROPERTY
LINE
PROPERTY
LINE
OVERALL EXISTING KEY - PLAN
J.L. MARQUEZ
D. ARROYO
D. ARROYO E-100
1" = 80' E-100
A-1 OVERALL EXISTING KEY - PLAN
N
0 80' 160'40'
1: 80'
240'
PREVIOUSLY SURVEYED
ON AUGUST 2016
AREA NOT SURVEYED
BUILDING 19
BUILDING 12
BUILDING 12A
BLDG 106
BLDG 93
BLDG 83
RUNNING TRACK
BUILDING 85
GREEN AREA
BLDG 105
BLDG 84
PARKING AREA
TRAILER
BUILDING 101
GREEN AREA
B U
I L
D I N
G
BLDG 7
BUILDING 103
TANK
FUEL
TANK
FUEL
BLDG 75
BLDG 21
BLDG 27
PARKING AREA
BUILDING 25
PARKING AREA
BUILDING 22
BUILDING 11
PARKING AREA
BUILDING 6
B U
I L
D I N
G
BLDG 4
BUILDING 1
BUILDING 16
BUILDING 16
BUILDING 3
CONCRETE PAVEMENT
PERIPHERAL LANE
I N
T E
R I O
R
L
A N
E
T E
N N
C
U
R T
B A
S K
E T
B A
L L
C O
U R
T
GREEN AREA
BLDG 100
T R
A I L E
R
T R
A I L E
R
T R
A I L E
R
BG MIHIEL GILORMINI STREET
BG MIHIEL GILORMINI STREET
C O
R S
A
S
T R
E E
T
B L
BLDG 107
LIQ FUEL
STAND TRUCK
BUILDING 71
P A
R K
I N
G
A
R E
A
PARKING AREA
PARKING AREA
PARKING AREA
BLDG 9
BLDG 2
B L
BLDG 29
GUARD HOUSE
MAIN ENTRANCE
PARKING AREA
BUILDING 8
TRAILER
R A
N C
H
BLEACHERS
S H
E D
CANOPY
LOX STORAGE
(SURVIVAL
SHOP)
ELECTRIC POWER
STATION BLDG
MISC. STORAGE
TANK
C M
S G
T
R
O B
E R
T
D
I X
MSG ANGEL M. VAZQUEZ ST
G E
N
A
A
N
I D
O
A
V E
N U
E
AREA
PARKING
O/D RECREATIONAL PAVILION
MONUMENT MEMORIAL
FIRE /CRASH RESCUE STATION
SECURITY GUARD TOWER
PARKING ACCESS ROAD
SHEET EU-101 SHEET EU-102
REPAIR MAIN WATER SYSTEM BASE WIDE
PRANG CIVIL ENGINEERING
REVISIONS
INITIALDESCRIPTIONDATEREV
MUÑIZ BASE, LUIS MUÑOZ MARIN IAP CAROLINA, PUERTO RICO
DESIGNED BY
REVIEWED BY
SCALE DATE
AE PROJ. NO.
DRAWN BY
156TH AIRLIFT WING
SHEET
PROJECT NO.
IAINNFCOQUEIAEENTSCI
TUMR
162121
A I R
N A T I O N A L
GU AR
D
C I V I L
E N G I N E E R I N
GG
EOG RAPH I AE PENE TR AM
US
PUERTO RICO AIR NATIONAL GUARD
MUÑIZ BASE, LUIS MUÑOZ MARIN IAP, CAROLINA PUERTO RICO
NOT FOR
2 CONDUIT
1 1/2" Ø
E
E
E
E
E
E
E
E
F.F.E.=7.61
F.F.E.=7.76
S.M.H.
T.E.=6.94
I.E.=4.61
Ø
P
E
Ø
P
E
METAL CAP
E
ELECTRIC PANEL
E
E
A/C
A/C
C A
N O
P Y
METAL CAP
A/C
EXIST.
BLDG. 10
INTERCOM
A/C
A C
A C
A /C
ELECTRIC PANELS
COMMUNICATION TOWER
A C
SIDEWALK
A /C
A/C
ELECTRIC PANEL
A /C
A
C
P / P
POWER PLANT
CONCRETE DIKE
GPR ANOMALY
PAVEMENT PATCH (TYP.)
METAL CAP
GPR ANOMALY
CANOPY (ZINC)
P / P
ASPHALT PAVEMENT
CONCRETE PAVEMENT
GREEN AREA
CRETE PAVEMENT
STORAGE
S I D
E W
A L
K
C O
N C
R E
V
E M
E N
T
A S
P H
A
V
E M
E N
T
A S
P H
A
V
E M
E N
T
CONCRETE PAVEMENT
TELEPHONE BOX
CONTROL BOX
A C
WOOD FLOOR
AERIAL PORT TRAINING FACILITY
F.F.E.= 6.36
HEIGHT= 55.04 FT
BUILDING 19
AGE SHOP/ STORAGE FACILITY
F.F.E.= 7.11
HEIGHT= FT
BUILDING 8
E
E
E
E
METAL CAP (TYP.)
TRAIL
ER
A/C
CONCRETE TOWER
TOWER ELEVATOR
A/C
G R
E A
S E
T R
A P
A/C
A/C
CROSS INLET
A/C
S I D
E W
A L
K
E
E
A/C
A/C
A/C
STAIRS
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
SUPPLY EQUIP. WAREHOUSE
F.F.E.= 7.00
HEIGHT= 11.76 FT
BUILDING 3
E
E
EE
FIRE/CRASH
BUILDING 15
RESCUE STATION
F.F.E.= 5.26
T
T
T
T
M
M
METAL CAP (TYP.)
A/C
STAIRS
WATER AS REPORTED
W A
T E
R A
S R
E P
O R
T E
D
E
E
E
E
E
SECURITY POLICE OPS.
BUILDING 9
F.F.E.= 7.17
F.F.E.= 7.00
BDOC
F.F.E.= 7.00
BUILDING 2
HEIGHT= 24.07 FT
A/C
A/C
A/C
A/C
A/C
YELLOW PAINTED LINES
L M
S G
T
R
O B
E R
T
D
I X
R
E E
T
A
S P
H A
V
E M
E N
T
RED PAINTED LINES
CROSS INLET
YELLOW PAINTED LINES
AIRCRAFT TIE-DOWN TYP.
AIRCRAFT TIE-DOWN TYP.
AIRCRAFT TIE-DOWN TYP.
AIRCRAFT TIE-DOWN TYP.
AIRCRAFT TIE-DOWN TYP.
CROSS INLET
CHAIN LINK FENCE
C A
N O
P Y
CONCRETE TOWER
TOWER ELEVATOR
PREVIOUSLY SURVEY
PREVIOUSLY SURVEY
2 CONDUIT
1 1/2" Ø
AND 1" Ø COND.
2 CONDUIT
1 1/2" Ø
AND 1" Ø COND.
2 CONDUIT
1 1/2" Ø
AND 1" Ø COND.
2 CONDUIT
1 1/2" Ø
AND 1" Ø COND.
2 2
P5
1 CONDUIT
1 1/2" Ø
COND.
P1
2 CONDUIT
1 1/2" Ø
AND 1" Ø COND.
P2
P4
OPTIONAL
LINE ITEM #1
X=808,731.7609 Y=877,941.2546
X=808,378.1602 Y=877,775.8466
X=807,949.0787 Y=878,181.5370
X=808,513.9247 Y=878,420.8870
1 CONDUIT
1 1/2" Ø
AND 1" Ø COND.
HB
STA-2857-1
HB
W
F.F.E.=7.11
STORAGE
EXIST.
BLDG. 89
BUILDING 106
F.F.E.=9.21
HEIGHT=11.67 FT
STRUCTURE
BUILDING 93
F.F.E.=9.08
HEIGHT=24.10 FT
BUILDING 105
F.F.E.=5.99
HEIGHT=25.47 FT
T R
A I L E
R
TRAILER
WAGON
BUILDING 84
F.F.E.=6.24
HEIGHT=23.05 FT
MANOFACTORED HOUSING (TRAILER)
F.F.E.=9.70
HEIGHT=10.89 FT
TRAILER
F.F.E.=9.08
HEIGHT=10.39 FT
T R
A I L E
R
T R
A I L E
R
T R
A I L E
R
RANCH
TRAILER
BUILDING 75
F.F.E.=7.11
HEIGHT=25.66 FT
BUILDING 21
BASE ENGINEER MAINT. FAC.
F.F.E.=8.84
HEIGHT=14.94 FT
BUILDING 25
COMPOSITE MILITARY STORE
F.F.E.= 9.79
HEIGHT= FT
BUILDING 27
CE MAINT SHOP
F.F.E.= 8.56
HEIGHT=11.92 FT
BUILDING 71
RES. FORCES OPL TNG. (WING HEADQUARTERS)
F.F.E.= 8.94
HEIGHT= 15.26 FT
BUILDING 22
RES FORCE OPL TRNG (RECRUITING)
BUILDING 29
FUEL TANKS
FUEL TANKS
COMPOSITE MILITARY STORE
F.F.E.= 7.40
HEIGHT= FT
BUILDING 27
BUILDING 20
F.F.E.= 9.50
HEIGHT= 8.96 FT
BUILDING 107
POWER CHECK PAD (HUSH HOUSE)
F.F.E.= 5.49
HEIGHT=13.26 FT
BUILDING 85
AERIAL PORT TRAINING FACILITY
F.F.E.= 6.36
HEIGHT= 55.04 FT
BUILDING 19
AVIONICS & AGS SHOP
F.F.E.= 7.07
HEIGHT= 16.54 FT
BUILDING 12
AIRCRAFT ENG SHOP
F.F.E.= 7.31
HEIGHT= 13.09 FT
BUILDING 12 A
AGE SHOP/ STORAGE FACILITY
F.F.E.= 7.11
HEIGHT= FT
BUILDING 8
GREEN AREA
GREEN AREA
GREEN AREA
SURVIVAL SHOP/STORAGE FACILITY
F.F.E.= 7.06
HEIGHT=11.34 FT
BUILDING 7
COMPOSITE SQ. OPS. FAC
F.F.E.= 6.29
HEIGHT=18.80 FT
BUILDING 80
MAINTENCE HANGAR
F.F.E.= 7.22
BUILDING 1
SUPPLY EQUIP. WAREHOUSE
F.F.E.= 7.00
HEIGHT= 11.76 FT
BUILDING 11
CANOPY
METAL ROOF
A/C SUPPORT EQUIPMEMT
F.F.E.= 6.63
HEIGHT= 25.47 FT
BUILDING 103
METAL ROOF
VEHICLE MAINTENANCE SHOP
F.F.E.= 7.43
HEIGHT= 18.73 FT
BUILDING 6
SUPPLY EQUIP. WAREHOUSE
F.F.E.= 7.00
HEIGHT= 11.76 FT
BUILDING 3
RES. FORCES OPL. TNG.
F.F.E.= 7.54
BUILDING 16
FIRE/CRASH
BUILDING 15
RESCUE STATION
F.F.E.= 5.26
SECURITY POLICE OPS.
BUILDING 9
F.F.E.= 7.17
F.F.E.= 7.00
BDOC
F.F.E.= 7.00
BUILDING 2
HEIGHT= 24.07 FT
S H
U
S
E
BUILDING 83
F.F.E.=8.02
HEIGHT=15.34 FT
ENLARGED ELECTRICAL UNDERGROUND
UTILITIES SITE PLAN J.L. MARQUEZ
D. ARROYO
D. ARROYO EU-101
1" = 25'
EU-101
A1 ENLARGED ELECTRICAL UNDERGROUND UTILITIES SITE PLAN
N
0 30' 50'15'
1: 25'
70'0 30' 50'15'
1: 25'
70'
MA
TC
H
LIN
E
- E
U-
CONSTRUCT APRON LIGHTING
PRANG CIVIL ENGINEERING
REVISIONS
INITIALDESCRIPTIONDATEREV
MUÑIZ BASE, LUIS MUÑOZ MARIN IAP CAROLINA, PUERTO RICO
DESIGNED BY
REVIEWED BY
SCALE DATE
AE PROJ. NO.
DRAWN BY
156TH AIRLIFT WING
SHEET
PROJECT NO.
IAINNFCOQUEIAEENTSCI
TUMR
112120
A I R
N A T I O N A L
GU AR
D
C I V I L
E N G I N E E R I N
GGEO
GR APH I A E PENE TR
AM
US
PUERTO RICO AIR NATIONAL GUARD
MUÑIZ BASE, LUIS MUÑOZ MARIN IAP, CAROLINA PUERTO RICO
NOT FOR
K
Y
ENLARGED
SHEET EU-101
GENERAL NOTES
NEW ELECTRICAL PANEL
NEW ELECTRICAL PULL BOX. SEE DETAILS SHEET E-501
80 FT. HEIGHT LIGHT POLE
70 FT. HEIGHT LIGHT POLE
UE
KEYED NOTES
UNDERGROUND FEEDER, 1 12" Ø WITH
DIFFERENT WIRE SIZES PER LIGHT CIRCUIT
(SEE ONLE LINE DIAGRAM). IN ADDITION,
POLES P1, P2, P4 & P5 SHALL BE FED AN
ADDITIONAL 2 # 6 AND 1 # 8 AWG @ 120V
CIRCUIT FOR RECEPTACLE USES. PROVIDE
A GFCI RECEPTACLE AT EACH POLE
LOCATION. FEED FROM 120V PANEL AT
ELECTRICAL ROOM BLDG. 9.
LIGHTING POLE FOR 4 EA. 1000W LED FIXTURES.
BASE ANALYSIS USING LUMINARIE SPECGRADE
LED AFL-1000-XXXX-30X30 AFL WITH A TOTAL OF
114,654 LUMENS WITH LUMINOUS EFFICACY OF
103.8 LM/W
PULL BOX
E
E
E
DRAIN
SIDEWALK
S I D
E W
A L
K
S I D
E W
A L
K
DRAIN
A/C
METAL CAP (TYP.)
M E
T A
L C
A P
(T Y
P
E
E
E
E
E
E E
E E
E E
E
E E
E
E
E
T
T
T
T
WATER AS REPORTED
WATER AS REPORTED
E
E
E
E
E
E
EARTH SWALE
EARTH SWALE
YELLOW PAINTED LINES
YELLOW PAINTED LINES
AIRCRAFT TIE-DOWN TYP.
METAL C
AP (T
YP.)
COMPOSITE SQ. OPS. FAC
F.F.E.= 6.29
HEIGHT=18.80 FT
BUILDING 80
1 CONDUIT
1 1/2" Ø
COND.
1 CONDUIT
1 1/2" Ø
COND.
1 CONDUIT
1 1/2" Ø
COND.
P6
P3
OPTIONAL
LINE ITEM #1
X=809,073.8326 Y=878,086.2489
X=808,970.6688 Y=878,517.5997
POWER CHECK PAD
F.F.E.= 5.49
HEIGHT=13.26 FT
BUILDING 85
E
D/B ABANDONED
AS REPORTED
AIR
AREA NOT SURVEYED
BUILDING 104
1 CONDUIT
1 1/2" Ø
COND.
P7 X=809,374.8811 Y=878,110.9014
HB
STA-2857-1
HB
W
F.F.E.=7.11
STORAGE
EXIST.
BLDG. 89
BUILDING 106
F.F.E.=9.21
HEIGHT=11.67 FT
STRUCTURE
BUILDING 93
F.F.E.=9.08
HEIGHT=24.10 FT
BUILDING 105
F.F.E.=5.99
HEIGHT=25.47 FT
T R
A I L E
R
TRAILER
WAGON
BUILDING 84
F.F.E.=6.24
HEIGHT=23.05 FT
MANOFACTORED HOUSING (TRAILER)
F.F.E.=9.70
HEIGHT=10.89 FT
TRAILER
F.F.E.=9.08
HEIGHT=10.39 FT
T R
A I L E
R
T R
A I L E
R
T R
A I L E
R
RANCH
TRAILER
BUILDING 75
F.F.E.=7.11
HEIGHT=25.66 FT
BUILDING 21
BASE ENGINEER MAINT. FAC.
F.F.E.=8.84
HEIGHT=14.94 FT
BUILDING 25
COMPOSITE MILITARY STORE
F.F.E.= 9.79
HEIGHT= FT
BUILDING 27
CE MAINT SHOP
F.F.E.= 8.56
HEIGHT=11.92 FT
BUILDING 71
RES. FORCES OPL TNG. (WING HEADQUARTERS)
F.F.E.= 8.94
HEIGHT= 15.26 FT
BUILDING 22
RES FORCE OPL TRNG (RECRUITING)
BUILDING 29
FUEL TANKS
FUEL TANKS
COMPOSITE MILITARY STORE
F.F.E.= 7.40
HEIGHT= FT
BUILDING 27
BUILDING 20
F.F.E.= 9.50
HEIGHT= 8.96 FT
BUILDING 107
POWER CHECK PAD (HUSH HOUSE)
F.F.E.= 5.49
HEIGHT=13.26 FT
BUILDING 85
AERIAL PORT TRAINING FACILITY
F.F.E.= 6.36
HEIGHT= 55.04 FT
BUILDING 19
AVIONICS & AGS SHOP
F.F.E.= 7.07
HEIGHT= 16.54 FT
BUILDING 12
AIRCRAFT ENG SHOP
F.F.E.= 7.31
HEIGHT= 13.09 FT
BUILDING 12 A
AGE SHOP/ STORAGE FACILITY
F.F.E.= 7.11
HEIGHT= FT
BUILDING 8
GREEN AREA
GREEN AREA
GREEN AREA
SURVIVAL SHOP/STORAGE FACILITY
F.F.E.= 7.06
HEIGHT=11.34 FT
BUILDING 7
COMPOSITE SQ. OPS. FAC
F.F.E.= 6.29
HEIGHT=18.80 FT
BUILDING 80
MAINTENCE HANGAR
F.F.E.= 7.22
BUILDING 1
SUPPLY EQUIP. WAREHOUSE
F.F.E.= 7.00
HEIGHT= 11.76 FT
BUILDING 11
CANOPY
METAL ROOF
A/C SUPPORT EQUIPMEMT
F.F.E.= 6.63
HEIGHT= 25.47 FT
BUILDING 103
METAL ROOF
VEHICLE MAINTENANCE SHOP
F.F.E.= 7.43
HEIGHT= 18.73 FT
BUILDING 6
SUPPLY EQUIP. WAREHOUSE
F.F.E.= 7.00
HEIGHT= 11.76 FT
BUILDING 3
RES. FORCES OPL. TNG.
F.F.E.= 7.54
BUILDING 16
FIRE/CRASH
BUILDING 15
RESCUE STATION
F.F.E.= 5.26
SECURITY POLICE OPS.
BUILDING 9
F.F.E.= 7.17
F.F.E.= 7.00
BDOC
F.F.E.= 7.00
BUILDING 2
HEIGHT= 24.07 FT
S H
U
S
E
BUILDING 83
F.F.E.=8.02
HEIGHT=15.34 FT
ENLARGED ELECTRICAL UNDERGROUND
UTILITIES SITE PLAN J.L. MARQUEZ
D. ARROYO
D. ARROYO EU-102
1" = 25'
EU-102
A1 ENLARGED ELECTRICAL UNDERGROUND UTILITIES SITE PLAN
N
MATCH LINE - A - A
CONSTRUCT APRON LIGHTING
PRANG CIVIL ENGINEERING
REVISIONS
INITIALDESCRIPTIONDATEREV
MUÑIZ BASE, LUIS MUÑOZ MARIN IAP CAROLINA, PUERTO RICO
DESIGNED BY
REVIEWED BY
SCALE DATE
AE PROJ. NO.
DRAWN BY
156TH AIRLIFT WING
SHEET
PROJECT NO.
IAINNFCOQUEIAEENTSCI
TUMR
112120
A I R
N A T I O N A L
GU AR
D
C I V I L
E N G I N E E R I N
GGEO
GR APH I A E PENE TR
AM
US
PUERTO RICO AIR NATIONAL GUARD
MUÑIZ BASE, LUIS MUÑOZ MARIN IAP, CAROLINA PUERTO RICO
NOT FOR
CONSTRUCTION
MA
TC
H
LIN
E
- E
U-
MATCH LINE - A - A
0 30' 50'15'
1: 25'
70'
K
Y
ENLARGED
SHEET EU-102
GENERAL NOTES
NEW ELECTRICAL PANEL
NEW ELECTRICAL PULL BOX. SEE DETAILS SHEET E-501
80 FT. HEIGHT LIGHT POLE
70 FT. HEIGHT LIGHT POLE
UE
KEYED NOTES
UNDERGROUND FEEDER, 1 12" Ø WITH
DIFFERENT WIRE SIZES PER LIGHT CIRCUIT
(SEE ONLE LINE DIAGRAM). IN ADDITION,
POLES P1, P2, P4 & P5 SHALL BE FED AN
ADDITIONAL 2 # 6 AND 1 # 8 AWG @ 120V
CIRCUIT FOR RECEPTACLE USES. PROVIDE
A GFCI RECEPTACLE AT EACH POLE
LOCATION. FEED FROM 120V PANEL AT
ELECTRICAL ROOM BLDG. 9.
LIGHTING POLE FOR 4 EA. 1000W LED FIXTURES.
BASE ANALYSIS USING LUMINARIE SPECGRADE
LED AFL-1000-XXXX-30X30 AFL WITH A TOTAL OF
114,654 LUMENS WITH LUMINOUS EFFICACY OF
103.8 LM/W
PULL BOX
2'-6" Ø
(17) #6
#4 STIRRUPS
1'- 0"
2"
#4
3" S
TI
RR
UP
S
(S
PI
RA
L)
3'- 0"
3" C.C.
GROUT
MIN. F'C=10,000 psi
@ 28 DAYS
LIGHTING POLE
18 5 8"Ø
GROUND WIRE FROM TOP
LIGHTNING PROTECTION
SYSTEM
CONNECT TO 10FT LONG
GROUND ROD USING A #2
AWG GROUNDING
CONDUCTOR
'-0
2'-6" Ø
3'- 0"
#4
3" S
TI
RR
UP
S
(S
PI
RA
L)
#4
6" S
TI
RR
UP
S
3" C.C.
(TYP)
(S
PI
RA
L)
..\..\..\Documents\Base Muniz\Redlines\detalle_poste_Apron.png
ELECTRICAL DETAILS & ENLARGED PLAN
E.MIRANDA
D. ARROYO
D. ARROYO E-501
CONSTRUCT APRON LIGHTING
PRANG CIVIL ENGINEERING
REVISIONS
INITIALDESCRIPTIONDATEREV
MUÑIZ BASE, LUIS MUÑOZ MARIN IAP CAROLINA, PUERTO RICO
DESIGNED BY
REVIEWED BY
SCALE DATE
AE PROJ. NO.
DRAWN BY
156TH AIRLIFT WING
SHEET
PROJECT NO.
IAINNFCOQUEIAEENTSCI
TUMR
112120
A I R
N A T I O N A L
GU AR
D
C I V I L
E N G I N E E R I N
GGEO
G RAPH I AE PENE TR AM
US
PUERTO RICO AIR NATIONAL GUARD
MUÑIZ BASE, LUIS MUÑOZ MARIN IAP, CAROLINA PUERTO RICO
NOT FOR
CONSTRUCTION
NOTES:
1. 16 CIRCUIT ASTRONOMIC TIMER, EQUAL TO INTERMATIC SERIES
ET91615CR IN NEMA 1 ENCL. REFER TO PLANS AND SPECIFICATIONS
FOR ADDITIONAL INFORMATION.
2. REFER TO PLANS FOR PANEL AND CIRCUITING INFORMATION. PROVIDE A
70AMPS BREAKER AND FEEDER AT PANEL PA TO SERVE THIS NEW SMART
PANEL. PANEL PA IS AN OLD PANEL AND SHOULD BE REPLACED WITH A
100A 480V/277V, 3PH, 4W., MAIN BREAKER PANELBOARD. IN ADDITION, THE
MAIN FEED TO THIS PANEL PA SHALL BE INCREASED TO 100AMPS (4#2
AWG, 1 # 8 GND. IN 1
" C.)
3. REFERENCE MANUFACTURER'S SHOP DRAWINGS FOR EXACT WIRING
AND INSTALLATION REQUIREMENTS.
4. PROVIDE PHOTO CONTROL WITH DELAY ACTION, STEM AND SWIVEL
MOUNTED EQUAL TO INTERMATIC K4200 SERIES. PROVIDE 3 # 12 IN 3/4"
CONDUIT. MOUNT ON EXTERIOR WALL. COORDINATE FINAL MOUNTING
LOCATION.
5. CONNECT PHOTO CONTROL IN PARALLEL WITH LOAD TO PROVIDE
CONTROL DURING TIMES OF DAYTIME DARKNESS DUE TO CONDITIONS
SUCH AS STORMS. INCLUDE 16 POLE CONTACTOR TO INTERFACE THE
MULTIPLE LIGHT CIRCUITS AS REQUIRED.
PA
HOA
PANEL
HOA
EXISTING
GENERATOR
120/208V
DGEA-337402
(E) SEE NOTES
(E)
(E)
(E)
(E)
(E)
112.5 KVA
STEP-UP XMER
PROPOSED
LOCATION FOR
NEW CONTROL
SYSTEMS
NOTES:
1. EXISTING PANEL PA SHALL BE REPLACED FOR A
100AMP, 480/277V 3PH., 4W., 42KAIC, 100AMPS MAIN
BREAKER PANEL. UPGRADE FEEDER ACCORDINGLY.
2. REFER TO DETAIL APRON LIGHTING CONTROL ON THIS
DRAWING
N. T. S.6 GENERATOR ROOM ENLARGED PLAN
N. T. S.1 TYPICAL LIGHTING POLE DETAIL
N. T. S.3 PRE-CAST PULL BOX DETAIL - PB
N. T. S.4 TYPICAL DUCTBANK INSTALLATION DETAIL
N. T. S.9 APRON LIGHTING CONTROL DIAGRAM
L
C
FINISHED GRADE
NOTES:
TYPICAL DUCTBANK DETAIL GENERAL NOTES:
24" MIN
12"
A
BACKFILL
WARNING TAPE
LIMITS OF EXCAVATION
CONDUIT TYPE SIZE, AND
FILL PER SPEC AND DWG
TRENCH GRADE
ALL DUCTBANK CONDUIT IS 4" PVC SCHEDULE 40, UON.
COORDINATE DUCTBANK DEPTH WITH OTHER UTILITIES, REFER TO ELECTRICAL AND CIVIL SITE PLANS FOR
ADDITIONAL INFORMATION.
PROVIDE 2/0 SOFT DRAWN BARE COPPER GROUND WIRE. BOND TO GROUND ROD AT EACH
MANHOLE/PULLBOX.
MINIMUM DISTANCE FROM TOP OF DUCTBANK TO FINISH GRADE IS 24 INCHES.
PROVIDE PLASTIC SPACERS EVERY 5' FOR DUCTBANKS CARLON SNAP-LOC SPACERS OR EQUAL.
PROVIDE DETECTABLE WARNING TAPE NO LESS THAT 1' BELOW FINISHED GRADE AND AT LEAST 1' ABOVE
TOP OF DUCTBANK OR CONCRETE ENCASEMENT.
PROVIDE A 10' GROUND ROD AT EACH MANHOLE/PULLBOX. BOND GROUND WIRE, TO ALL EQUIPMENT
GROUNDS AND GROUND RODS AT EACH MANHOLE/PULLBOX. BOND THE MANHOLE/PULLBOX COVER TO THE
GROUND ROD.
1.
2.
3.
4.
5.
6.
7.
FEEDERS, SEE DWG
FOR SIZE AND
QUANTITY
NOTES:
NO. 12 TO
FIXTURE
SURGE SUPPRESSOR
SEE NOTE 2
NO. 4 AWG GROUNDING
CONDUCTOR TO GROUND
ROD @ EACH POLE
1. DIAGRAM IS SHOWN FOR A 120
OR 277 VOLT CIRCUIT. INSTALL
TWO FUSES FOR A 208, 240 OR
480 VOLT CIRCUIT. PROVIDE
WEATHER RESISTANT, IN-LINE
BREAKAWAY FUSEHOLDER
EQUAL TO BUSSMANN HEB OR
HEY SERIES.
2. PROVIDE DITEK DL SERIES
LIGHT POLE SURGE
PROTECTOR OR EQUAL.
15A TIME DELAY FUSE IN
WATERPROOF FUSE HOLDER
SEE NOTE 1
PRE-CAST PULL BOX W/6"
WALLS AND FLOOR, UON
1.
2.
3.
NOTES:
NO. 2/0 AWG COPPER
GROUNDING WIRE,
EXOTHERMIC WELD TO
COVER FRAME
12" DIA X 4" DEEP
DEPRESSION FOR SUMP
" x 10'-0" COPPER GROUND ROD
INSTALLED IN THE VICINITY OF
THE PULLBOX.
PROVIDE HS-20 TRAFFIC RATED PULL BOX COVER, LOCKABLE.
SIZE: 24"L X 36"W X 36"D INSIDE CLEAR DIMENSIONS. MINIMUM UON.
LABEL COVER "ELECTRIC", UON.
KNOCKOUTS ON EACH
SIDE(MIN), COORDINATE
W/ DUCTBANKS PER DWG, UON
1. SEE "EARTHWORK" SPECIFICATION FOR
EXCAVATION AND BACKFILL.
N. T. S.5 TYPICAL LIGHT POLE
1/2"=1'-0"2 POLE CONCRETE BASE (CAISSON)
NOTE:
1. CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGH OF F'c=5,000 psi @ 28
DAYS WITH W/C RATIO OF 0.45
2. POLE SYSTEM SHALL INCLUDE GROUNDING
POINTS AND A CABLE MANAGEMENT SYSTEM
TO CONNECT OVERHEAD LIGHTNING
PROTECTION SYSTEM TO THE UNDERGROUND
GROUNDING ROD.
NOTE:
1. EACH POLE SHALL INCLUDE A LIGHTNING PROTECTION
SYSTEM AND AN AIRCRAFT WARNING LIGHT. TIE
LIGHTNING PROTECTION SYSTEM TO A 3/4"Ø x 10'-0"
GROUND ROD, USING A #2 GROUNDING CONDUCTOR.
(*) DENOTES GFCI WP RECEPTACLE
CONNECTED TO 120V PANEL. POLES
P1, P2 & P3 SHALL HAVE ONE
CIRCUIT AND POLES. P4, P5, P6 & P7
SHALL HAVE ANOTHER CIRCUIT. ALL
RECEPTACLES SHALL BE WIRED
USING 2 # 6 AND 1 # 8 AWG THHN
WIRES.
N. T. S.8 HEAD FRAME ASSEMBLY DETAIL
N. T. S.7 POLE AND FIXTURE GENERAL SPECS
FIXTURE:
1. LIGHTING FIXTURE MODEL BY SPECGRADE:
1.1. AFL-1000W-30X30-480V-CW-WT
NOTE:
SPECIFIED SYSTEM IS FOR THE FOLLOWING:
WT - WHITE
SP20 - SURGE PROTECTOR 20KA
POLE:
1. TOPE LATCHING POLE, MODEL BY STRATUS:
1.1. 3060-1-4-OT-1000W LED-480-K-070-E-LAR-AR2-PDU
(THIS MODEL FOR 70' HEIGH POLE)
1.2. 3060-1-4-OT-1000W LED-480-K-080-E-LAR-AR2-PDU
(THIS MODEL FOR 80' HEIGH POLE)
NOTE:
SPECIFIED SYSTEM IS FOR THE FOLLOWING:
E -
HOIST,
WINCH, STAINLESS STEEL
K - 480V, SINGLE PHASE
LAR - LIGHTNING ARRESTER, RING MOUNTED
AR2 - AIRCRAFT WARNING LIGHT (DOUBLE)
PDU - PORTABLE DRIVE UNIT
AutoCAD SHX Text 06/04/17
AutoCAD SHX Text F6W72500
AutoCAD SHX Text J
AutoCAD SHX Text G
AutoCAD SHX Text 20A
AutoCAD SHX Text G
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GRN
AutoCAD SHX Text 20A
AutoCAD SHX Text G
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GRN
AutoCAD SHX Text 20A
AutoCAD SHX Text G
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GRN
AutoCAD SHX Text 20A
AutoCAD SHX Text G
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AutoCAD SHX Text
GRN
AutoCAD SHX Text 20A
AutoCAD SHX Text
CCT 6,8
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PHOTOCELL 277 VAC NOTE 3 & 4
AutoCAD SHX Text
(NEW)
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GRN
AutoCAD SHX Text G
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AutoCAD SHX Text
AutoCAD SHX Text G
AutoCAD SHX Text 20A
AutoCAD SHX Text G
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GRN
AutoCAD SHX Text 20A
AutoCAD SHX Text G
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GRN
AutoCAD SHX Text 20A
AutoCAD SHX Text G
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GRN
AutoCAD SHX Text 20A
AutoCAD SHX Text G
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GRN
AutoCAD SHX Text 20A
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GRN
AutoCAD SHX Text G
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AutoCAD SHX Text P1 (450')
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CCT 5,7
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CCT 1,3
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#8AWG
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#8AWG
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#10AWG
AutoCAD SHX Text P3 (1610')
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CCT 9,11
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#4AWG
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#4AWG
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#8AWG
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1 1/2" PVC C.
AutoCAD SHX Text
1 1/2" PVC C.
AutoCAD SHX Text P7 (1790')
AutoCAD SHX Text
CCT 14,16
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GRN
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GRN
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GRN
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#8AWG
AutoCAD SHX Text
#8AWG
AutoCAD SHX Text
#10AWG
AutoCAD SHX Text
#8AWG
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#6AWG
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#6AWG
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1 1/2" PVC C.
AutoCAD SHX Text P4 (670')
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CCT 2,4
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#6AWG
AutoCAD SHX Text
#6AWG
AutoCAD SHX Text
#8AWG
AutoCAD SHX Text
#8AWG
AutoCAD SHX Text
1 1/2" PVC C.
AutoCAD SHX Text P6 (1380')
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CCT 10,12
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#4AWG
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#4AWG
AutoCAD SHX Text
(NEW)
AutoCAD SHX Text @ 11.5A
AutoCAD SHX Text N
AutoCAD SHX Text
(VD=1.41%%%)
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(VD=2.10%%%)
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(VD=2.79%%%)
AutoCAD SHX Text
(VD=2.47%%%)
AutoCAD SHX Text 480 / 277 VAC 100Amps, 3 ph. 4Wire
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EXISTING PANEL PA @ GEN. ROOM NOTE 2
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NEW 3POLE BREAKER, 70AMPS, 480V
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4 # 4 AWG, 1 # 8 GND. 1 1/2" C.
AutoCAD SHX Text Y
AutoCAD SHX Text 500A
AutoCAD SHX Text 208V 480/277V
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112.5 KVA
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EXISTING PANEL
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(EXISTING)
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(EXISTING)
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MDP
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GFCI
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GFCI
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GFCI
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GFCI
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600 AF 500 AT
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125 KW/ 156.3 KVA 3 ,4W120/208V
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ATS-1 600A
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@ 11.5A LIGHTING POLE
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@ 11.5A LIGHTING POLE
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P2 (1080') (VD=2.15%)
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#6AWG
AutoCAD SHX Text
#6AWG
AutoCAD SHX Text
#8AWG
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LIGHTING POLE (VD=2.14%)
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text Pow-R- Command 750
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P5 1000') (VD=2.02%)
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@ 11.5A LIGHTING POLE
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GRN
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@ 11.5A LIGHTING POLE
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GRN
AutoCAD SHX Text
GRN
AutoCAD SHX Text
GRN
AutoCAD SHX Text
@ 11.5A LIGHTING POLE
AutoCAD SHX Text
@ 11.5A LIGHTING POLE
AutoCAD SHX Text G
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ASTRONOMIC TIMER
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(EXISTING)
AutoCAD SHX Text
(EXISTING)
| 1-PRANG_CON-APRON-LIGHT_G-001 |
| 2-PRANG_CON-APRON-LIGHT_G-002 |
| 3-PRANG_CON-APRON-LIGHT_E-010 |
| 4-PRANG_CON-APRON-LIGHT_E-100 |
| 5-PRANG_CON-APRON-LIGHT_EU-101 |
| 6-PRANG_CON-APRON-LIGHT_EU-102 |
| PRANG_CON-APRON-LIGHT_E-501.pdf |
| Sheets and Views |
| E-501 |
File details come from the government source that posted it. Updated .