Attachment 2 - Drawings 1.pdf
PDF 39 MB Posted
- Attached to
- FXSB 17-4704 Repair Tank Farm 3 and 4
- Solicitation number
- FA500023B0001
About this file
This document provides details for a federal solicitation seeking repair services for two fuel storage tank farms at a Department of the Air Force base in Alaska. The solicitation requests contractors provide all labor, materials, equipment, and services necessary to consolidate the bulk jet fuel and ultra-low sulfur diesel storage capabilities of Tank Farms 3 and 4. Key aspects of the project include demolishing existing underground storage tanks and infrastructure from 1950s at Farms 3 and 4; reconstructing a consolidated storage system at Farm 4 with six 50,000-gallon double-wall tanks for jet fuel and one 25,000-gallon double-wall tank for diesel; building a new filter building and motor control center; and constructing new truck loading areas. An organized site visit for interested parties is scheduled for May 24, 2023, with questions regarding specifications and drawings due by June 1, 2023. The estimated price range for the contract is between $10-25 million.
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FILE LOCATION: C:\Users\bransonm\AppData\Local\Temp\AcPublish_1604\JBE057_058-G-001.dwg MODIFIED BY: bransonm PLOT DATE: May 24, 2021 - 12:35pm
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
FUEL FARM #3 AND #4 RECONSTRUCTION
JBER-ELMENDORF, ANCHORAGE, ALASKA
JBE057/058
W911-KB-20-R-XXXX
MAY 2021
400 US ROUTE 1
NORTH SUITE B
FALMOUTH, MAINE 04105
(207) 869-8006
2525 GAMBELL STREET
SUITE 200
ANCHORAGE, AK 99503
(907) 563-3835
PROJECT MANAGER
AARON LEWIS, PE
ENTERPRISE ENGINEERING, INC.
MECHANICAL ENGINEER
BRADLEY RICHARDSON, PE
ENTERPRISE ENGINEERING, INC.
CIVIL ENGINEER
RYAN PARPAN, PE
ENTERPRISE ENGINEERING, INC.
ARCHITECT
DAVID MOORE, AIA, ALEP
ARCHITECTS ALASKA
STRUCTURAL ENGINEER
JAMES WIITA, PE, SE
ENTERPRISE ENGINEERING, INC.
ELECTRICAL ENGINEER
CHANNING LILLO, PE
RSA ENGINEERING, INC.
HVAC/PLUMBING ENGINEER
AJ SCHIRACK, PE
RSA ENGINEERING, INC
FIRE PROTECTION ENGINEER
JASON ANDERSON, PE
COFFMAN ENGINEERS
CATHODIC PROTECTION
ENGINEER
ERIC SHADLE, PE
NORTON CORROSION LIMITED
HAZMAT ENGINEER
ROBERT FRENCH, PE
EHS-ALASKA, INC.
®US Army Corps of Engineers Alaska District
FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4
Solicitation - FA500023B0001 Attachment 2 - Drawings
DRAWING INDEX
SHEET ID SHEET TITLE
GENERAL
G-001 COVER SHEET
G-002 DRAWING INDEX
G-003 GENERAL NOTES, LEGEND AND
ABBREVIATIONS
G-101 LOCATION MAPS
G-102 WORK RESTRICTIONS PLAN
SURVEY
V-111 TOPOGRAPHIC SURVEY AND
BORING LOCATIONS 1 OF 2
V-151 TOPOGRAPHIC SURVEY AND
BORING LOCATIONS 2 OF 2
GEOTECHNICAL
B-601 BORING LOGS 1
B-602 BORING LOGS 2
B-603 BORING LOGS 3
DEMOLITION
D-101 OVERALL EXISTING CONDITIONS
AND DEMOLITION PLAN
D-111 FUEL FARM #4 DEMOLITION PLAN
D-611 FUEL FARM #4 DEMOLITION
PHOTOS
AD111
FUEL FARM #4 FILTER BUILDING
AND CANOPY DEMOLITION FLOOR
PLAN
AD112
FUEL FARM #4 FILTER BUILDING
AND CANOPY DEMOLITION PHOTO
EXHIBIT
ED111 FUEL FARM #4 ELECTRICAL
DEMOLITION PLAN
D-151 FUEL FARM #3 DEMOLITION PLAN
D-651 FUEL FARM #3 DEMOLITION
PHOTOS
AD151
FUEL FARM #3 FILTER BUILDING
AND CANOPY DEMOLITION FLOOR
PLAN
AD152
FUEL FARM #3 FILTER BUILDING
AND CANOPY DEMOLITION PHOTO
EXHIBIT
ED151 FUEL FARM #3 ELECTRICAL
DEMOLITION PLAN
H-001
FUEL FARM #3 AND #4 FILTER
BUILDING HAZARDS ABATEMENT
GENERAL NOTES AND QUANTITIES
H-111
FUEL FARM #4 FILTER BUILDING
HAZARDS ABATEMENT FLOOR
PLAN
H-151
FUEL FARM #3 FILTER BUILDING
HAZARDS ABATEMENT FLOOR
PLAN
CIVIL
C-111 FUEL FARM #4 OVERALL SITE PLAN
C-112 FUEL FARM #4 SITE, GRADING AND
DRAINAGE PLAN
C-113 FUEL FARM #4 ULSD TRUCK RACK
PLAN
C-114 FUEL FARM #4 FILTER BUILDING
AREA PLAN
C-115 FUEL FARM #4 TANK AREA PLAN
C-116 FUEL FARM #4 PLAN AND PROFILE
C-117 FUEL FARM #4 RETURN-TO-BULK
FUEL PIPING PLAN
C-151 FUEL FARM #3 OVERALL SITE PLAN
C-152 FUEL FARM #3 SITE, GRADING AND
DRAINAGE PLAN
C-153 FUEL FARM #3 OFFLOAD AND
RETAIL STATION PLAN
C-154 FUEL FARM #3 DISPENSER AREA
PLAN
C-155 FUEL FARM #3 WATER PLAN AND
PROFILE
C-156 FUEL FARM #3 SEWER PLAN AND
PROFILE
C-157 FUEL FARM #3 FUEL PIPING PLAN
AND PROFILE
C-411 FUEL FARM #4 REINFORCING AND
JOINT PLANS
C-451 FUEL FARM #3 REINFORCING AND
JOINT PLAN
DRAWING INDEX
SHEET ID SHEET TITLE
C-501 CIVIL DETAILS 1
C-502 CIVIL DETAILS 2
MECHANICAL-POL
M-001 MECHANICAL ABBREVIATIONS,
LEGEND, AND SYMBOLS
M-002 MECHANICAL NOTES 1
M-003 MECHANICAL NOTES 2
M-004 MECHANICAL NOTES 3
M-011 FUEL FARM #4 OVERALL JP-8 FLOW
DIAGRAM
M-012 FUEL FARM #4 JP-8 UNDERGROUND
STORAGE TANKS P&ID
M-013 FUEL FARM #4 JP-8 FILTER
BUILDING P&ID
M-014 FUEL FARM #4 JP-8 TRUCK
FILLSTAND AND RTB P&ID
M-015 FUEL FARM #4 JP-8 PRODUCT
RECOVERY SYSTEM P&ID
M-016 FUEL FARM #4 ULSD SYSTEM P&ID
M-051 FUEL FARM #3 AGE REFUELING
STATION TANKS P&ID
M-052 FUEL FARM #3 AGE REFUELING
STATION DISPENSER P&ID
MS111 FUEL FARM #4 OVERALL
MECHANICAL POL SITE PLAN
M-111 FUEL FARM #4 MECHANICAL POL
PIPING PLAN 1
M-112 FUEL FARM #4 MECHANICAL POL
PIPING PLAN 2
M-113 FUEL FARM #4 MECHANICAL POL
PIPING PLAN 3
M-114 FUEL FARM #4 MECHANICAL POL
PIPING PLAN 4
M-115 FUEL FARM #4 MECHANICAL POL
PIPING PLAN 5
M-116 FUEL FARM #4 MECHANICAL POL
PIPING PLAN 6
M-151 FUEL FARM #3 OVERALL
MECHANICAL POL SITE PLAN
M-212 FUEL FARM #4 YARD PIPING
ELEVATIONS
M-214 FUEL FARM #4 FILTER SEPARATOR
ROOM PIPING ELEVATIONS 1
M-215 FUEL FARM #4 FILTER SEPARATOR
ROOM PIPING ELEVATIONS 2
M-216 FUEL FARM #4 YARD PIPING
ELEVATIONS
M-414 FUEL FARM #4 MECHANICAL POL
FILTER BUILDING PIPING PLAN
M-501 FUEL FARM #4 50,000 GALLON JP-8
UST
M-502 FUEL FARM #4 4,000 GALLON
PRODUCT RECOVERY TANK T-407
M-503
FUEL FARM #4 25,000 GALLON ULSD
FUEL STORAGE TANK (T-408)
M-504 FUEL FARM #4 MECHANICAL
DETAILS 1
M-505 FUEL FARM #4 MECHANICAL
DETAILS 2
M-506 FUEL FARM #4 MECHANICAL PIPING
SUPPORT DETAILS 1
M-507 FUEL FARM #4 MECHANICAL PIPING
SUPPORT DETAILS 2
M-508 FUEL FARM #4 MECHANICAL
DETAILS 3
M-509 FUEL FARM #3 FUEL DISPENSER
DETAILS
M-510 FUEL FARM #3 DISPENSER
SIGNAGE DETAILS
M-511 FUEL FARM #4 FILTER SEPARATOR
DETAILS
M-512 FUEL FARM #3 AND #4 SUMP
DETAILS
M-601 EQUIPMENT SCHEDULES
STRUCTURAL
S-001 STRUCTURAL NOTES AND LEGEND
S-002 STRUCTURAL ABBREVIATIONS AND
SPECIAL INSPECTIONS
DRAWING INDEX
SHEET ID SHEET TITLE
S-101 FILTER BUILDING FOUNDATION
PLAN
S-102 FILTER BUILDING SLAB PLAN
S-103
FILTER BUILDING PRIMARY
FRAMING AND ENTRY CANOPY
FRAMING PLAN
S-104
RETAIL STATION BUILDING
FOUNDATION, SLAB AND PRIMARY
FRAMING PLANS
S-105 REMOTE CONTAINMENT BASIN AND
STEEL VAULT PLANS
S-106 UST AND PRT VAULT ROLLING
COVER PLANS AND ELEVATIONS
S-201 FILTER BUILDING FRAMING
ELEVATIONS
S-202 FILTER BUILDING ENTRY CANOPY
FRAMING ELEVATIONS
S-203 RETAIL BUILDING FRAMING
ELEVATIONS
S-301 REMOTE CONTAINMENT BASIN AND
STEEL VAULT SECTION
S-501 FILTER BUILDING AND CANOPY
FOUNDATION DETAILS
S-502
FILTER AND RETAIL STATION
BUILDING CONCRETE SLAB ON
GRADE DETAILS
S-503 PIPE SUPPORT FOUNDATION
DETAILS
S-504 EXTERIOR PIPE SUPPORT
FOUNDATION DETAILS
S-505 REMOTE CONTAINMENT AND
STEEL VAULT DETAILS
S-506
TANK VAULT ACCESS STAIR /
PLATFORM AND CANOPY FRAMING
DETIALS
S-507 VAULT ROLLING COVER DETAILS -
SHEET 1 OF 3
S-508 VAULT ROLLING COVER DETAILS -
SHEET 2 OF 3
S-509 VAULT ROLLING COVER DETAILS -
SHEET 3 OF 3
ARCHITECTURAL
A-001
FUEL FARM #3 AND #4
ARCHITECTURAL GENERAL NOTES,
ABBREVIATIONS, AND SYMBOLS
A-111 FUEL FARM #4 FILTER BUILDING
FLOOR PLAN
A-112 FUEL FARM #4 FILTER BUILDING
REFLECTED CEILING
A-113 FUEL FARM #4 FILTER BUILDING
ROOF PLAN
A-151 FUEL FARM #4 FILTER BUILDING
INTERIOR ELEVATION
A-152 FUEL FARM #3 RETAIL STATION
ROOF PLAN
A-211 FUEL FARM #4 FILTER BUILDING
EXTERIOR ELEVATIONS
A-251 FUEL FARM #3 RETAIL STATION
EXTERIOR ELEVATIONS
A-311 FUEL FARM #4 FILTER BUILDING
BUILDIGN SECTIONS
A-312 FUEL FARM #4 FILTER BUILDING
BUILDING SECTIONS
A-313 FUEL FARM #4 FILTER BUILDING
BUILDING SECTIONS
A-351 FUEL FARM #3 RETAIL STATION
BUILDING SECTIONS
A-352 FUEL FARM #3 RETAIL STATION
BUILDING SECTIONS
A-353 FUEL FARM #3 RETAIL STATION
BUILDING SECTIONS
A-451
FUEL FARM #3 RETAIL STATION
FLOOR PLAN & REFLECTED
CEILING PLAN
A-501 FUEL FARM #3 BUILDING DETAILS
A-502 FUEL FARM #3 DOOR, WINDOW,
AND LOUVER DETAILS
A-601 FUEL FARM #3 AND #4 DOOR
SCHEDULE AND DETAILS
A-602 FUEL FARM #3 AND #4 FINISH
SCHEDULE
MECHANICAL - HVAC
DRAWING INDEX
SHEET ID SHEET TITLE
MH001 MECHANICAL HVAC LEGEND
MH111 FUEL FARM #4 FILTER BUILDING
MECHANICAL HVAC PLAN
MH151 FUEL FARM #3 RETAIL STATION
MECHANICAL HVAC PLAN
MH301 TANK FARM #3 AND #4
MECHANICAL HVAC SECTIONS
MH501 FUEL FARM #3 AND #4 MECHANICAL
HVAC DETAILS
MH601 FUEL FARM #3 AND #4 MECHANICAL
HVAC SCHEDULES
MH901 FUEL FARM #3 AND #4 MECHANICAL
CONTROL SCHEMATICS
PLUMBING
P-001 FUEL FARM #3 AND #4 PLUMBING
LEGEND
P-111 FUEL FARM #4 FILTER BUILDING
BELOW GRADE PLUMBING PLAN
P-112 FUEL FARM #4 FILTER BUILDING
ABOVE GRADE PLUMBING PLAN
P-151 FUEL FARM #3 RETAIL STATION
PLUMBING PLANS
P-501 FUEL FARM #3 AND #4 PLUMBING
DETAILS
P-601 FUEL FARM #3 AND #4 PLUMBING
SCHEDULES
P-901 FUEL FARM #3 PLUMBING
ISOMETRICS
ELECTRICAL
E-001
ELECTRICAL LEGEND,
ABBREVIATIONS, GENERAL NOTES,
AND FIXTURE SCHEDULE
E-111 FUEL FARM #4 ELECTRICAL SITE
PLAN
E-112 FUEL FARM #4 FILTER BUILDING
ELECTRICAL PLAN
E-151 FUEL FARM #3 ELECTRICAL SITE
PLANS
E-152 FUEL FARM #3 RETAIL STATION
ELECTRICAL PLAN
E-411 FUEL FARM #4 ENLARGED PLANS
E-412 ENLARGED INSTRUMENTATION
AND ELECTRICAL PLANS
E-413 ENLARGED GROUNDING PLANS
E-501 ELECTRICAL DETAILS 1
E-502 ELECTRICAL DETAILS 2
E-503 LIGHTNING PROTECTION AND EFSO
DETAILS
E-511 FUEL FARM #4 FILTER BUILDING
ONE-LINE DIAGRAM
E-512 FUEL FARM #4 FILTER BUILDING
ONE-LINE DIAGRAM
E-551
FUEL FARM #3 RETAIL BUILDING
ONE-LINE DIAGRAM GROUNDING
DETAIL
E-601 PANEL SCHEDULES
E-701 HAZARDOUS LOCATION
ELEVATIONS
E-711 FUEL FARM #4 HAZARDOUS
BOUNDARY PLAN
E-712 FILTER BUILDING HAZARDOUS
BOUNDARY PLAN
E-751 FUEL FARM #3 HAZARDOUS
BOUNDARY PLAN
E-801 ELECTRICAL CONTROL SEQUENCE
E-811
FUEL FARM #4 PLC BLOCK
DIAGRAM, CONTROL LEGEND AND
INSTRUMENTATION WIRING
SCHEDULE
E-812 FUEL FARM #4 CONTROL PANEL
BLOCK DIAGRAMS
E-813 FUEL FARM #4 CONTROL PANEL
BLOCK DIAGRAMS
E-814 FUEL FARM #4 CONTROL PANEL
ELEVATIONS
CATHODIC PROTECTION
EC111 FUEL FARM #4 CATHODIC
PROTECTION PLAN
EC501 CATHODIC PROTECTION DETAILS 1
DRAWING INDEX
SHEET ID SHEET TITLE
EC502
FUEL FARM #4 JP-8 UNDERGROUND
STORAGE TANKS CATHODIC
PROTECTION PLAN
EC503
FUEL FARM #4 JP-8 UNDERGROUND
STORAGE TANKS CATHODIC
PROTECTION PLAN
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FILE LOCATION: P:\projects\9480\Cad\Current Dwg %\General\JBE057_058-G-002.dwg MODIFIED BY: bransonm PLOT DATE: May 24, 2021 - 12:35pm
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FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4
Solicitation - FA500023B0001
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FILE LOCATION: P:\projects\9480\Cad\Current Dwg %\General\JBE057_058-G-003.dwg MODIFIED BY: parpanr PLOT DATE: Apr 27, 2021 - 12:02pm
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REENIGNELANOISSEFORPDERETSIGER
RYAN P. PARPAN
CE 14074
G-003
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GENERAL NOTES .
1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
FROM GIS DRAWINGS AND ARE APPROXIMATE ONLY.
VERIFY SIZE, DEPTH, HORIZONTAL AND VERTICAL
LOCATIONS OF UTILITIES ENCOUNTERED DURING
CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF ANY
DISCREPANCIES. RECORD LOCATIONS AND CHANGES TO
UTILITIES IN SURVEY NOTES AND ON AS-BUILT
DRAWINGS. PROTECT UTILITIES/STRUCTURES TO
REMAIN. IN THE EVENT OF DAMAGE TO EXISTING
UTILITIES OR STRUCTURES, IMMEDIATELY NOTIFY THE
CONTRACTING OFFICER AND REPAIR DAMAGE AT NO
ADDITIONAL COST TO THE GOVERNMENT.
2. LOCATION OF CONTRACTOR LAYDOWN AREA, DISPOSAL
SITE, AND BORROW SITE ARE SHOWN ON SHEET G-101
AND G-102. COORDINATE LAYDOWN AREA WITH
CONTRACTING OFFICER A MINIMUM OF 14 DAYS PRIOR
TO START OF WORK.
3. PROVIDE AND IMPLEMENT SWPPP IN ACCORDANCE WITH
JBER STORMWATER MANAGEMENT PLAN AND
SPECIFICATION 01 57 34.00 29.
4. PROVIDE EROSION AND SEDIMENTATION CONTROL FOR
SOIL STOCKPILES. DIRECT SURFACE WATER AWAY FROM
STOCKPILE SITES.
5. SMOKING IS PROHIBITED WITHIN THE AIRFIELD AREA
(SECURED SIDE OF FENCE).
6. NOTIFY CONTRACTING OFFICER AND BASE FIRE CHIEF IN
WRITING 24 HOURS PRIOR TO PERFORMING HOT WORK.
OBTAIN HOT WORK PERMIT PRIOR TO BEGINNING WORK.
7. PROVIDE FIRE EXTINGUISHER AT EACH LOCATION OF
HOT WORK. KEEP ONE SPARE EXTINGUISHER AT EACH
FIRE WATCH AT ALL TIMES.
8. TAKE PRECAUTIONS TO MINIMIZE STATIC IGNITION
HAZARD.
9. FACILITY ROADWAYS MUST BE KEPT CLEAR AND
ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. IF
ROAD BLOCKAGE IS REQUIRED, NOTIFY FIRE
DEPARTMENT 24 HOURS PRIOR TO WORK.
10. COORDINATE OFF-SITE CLOSURES WITH THE
CONTRACTING OFFICER. PROVIDE NOTIFICATION OF
ROAD CLOSURE TO THE CONTRACTING OFFICER A
MINIMUM OF 7 DAYS IN ADVANCE. TRAVELWAYS MUST
NOT BE CLOSED MORE THAN 24 HOURS. PROVIDE
NECESSARY TRAFFIC BARRIERS, SIGNAGE AND WARNING
LIGHTS AS REQUIRED.
11. EXISTING GROUND CONTOURS SHOWN ARE FROM
TOPOGRAPHIC SURVEY PERFORMED BY USACE ALASKA
DISTRICT IN APRIL 2019. CONTRACTOR MUST FIELD
VERIFY SITE CONDITIONS.
12. GEOTECHNICAL BORINGS WERE PERFORMED BY USACE
ALASKA DISTRICT IN JULY 2019.
ABBREVIATIONS
ADEC ALASKA DEPARTMENT OF ENVIRONMENTAL
CONSERAVATION
AGE AIRCRAFT GROUND EQUIPMENT
BOP BOTTOM OF PIPE
CENTERLINE
C/M CIVIL/MECHACICAL
COORD COORDINATION
CP CATHODIC PROTECTION
DEMO DEMOLITION
DIA, Ø DIAMETER
DIP DUCTILE IRON PIPE
E EAST, ELECTRICAL, EASTING
EFSO EMERGENCY FUEL SHUTOFF
ELEV ELEVATION
EW EACH WAY
FF FINISH FLOOR
FF3 FUEL FARM #3
FF4 FUEL FARM #4
FG FINISH GRADE
FT FEET
FOD FOREIGN OBJECT DEBRIS
GB GRADE BREAK
HDPE HIGH DENSITY POLYETHYLENE
HMA HOT-MIX ASPHALT
HP HIGH POINT
INV INVERT
JBER JOINT BASE ELMENDORF RICHARDSON
L LENGTH
LF LINEAR FEET
LPD LOW POINT DRAIN
MAX MAXIMUM
ME MATCH EXISTING
MIN MINIMUM
MCC MOTOR CONTROL CENTER
N NORTH, NORTHING
NO, # NUMBER
NTS NOT TO SCALE
OC ON CENTER
PCS PETROLEUM CONTAMINATED SOILS
PI POINT OF INTERSECTION
POL PETROLEUM OIL LUBRICANT
PRT PRODUCT RECOVERY TANK
R RADIUS
S SOUTH
SD STORM DRAIN
SF SQUARE FEET
SS STAINLESS STEEL
STA STATION
SWPPP STORM WATER POLLUTION PREVENTION PLAN
T/ TOP OF
T&B TOP AND BOTTOM
TYP TYPICAL
ULSD ULTRA LOW SULFUR DIESEL
USACE UNITED STATES ARMY CORPS OF ENGINEERS
UST UNDERGROUND STORAGE TANK
VIL VEHICLE IDENTIFICATION LINK
W WEST
W/ WITH
& AND
@ AT
± PLUS OR MINUS
% PERCENT
° DEGREE
LC
LEGEND
EXISTING NEW DESCRIPTION
GRADE BREAK
DRAINAGE SWALE
PETROLEUM OIL LUBRICANT PIPE ABOVE GROUND
PETROLEUM OIL LUBRICANT PIPE BELOW GROUND
UNDERGROUND COMMUNICATIONS
UNDERGROUND ELECTRIC
STEAM LINE
SANITARY SEWER
STORM DRAIN
VENT
WATER LINE
FENCE
ELEVATION CONTOUR
EDGE OF ASPHALT
EDGE OF GRAVEL
BUILDING
CONCRETE
SPOT ELEVATION
VALVE
CLEANOUT
MONITORING WELL
LIGHT TOWER
MANHOLE
SIGN
LIGHT POLE
FIRE HYDRANT
ELECTRICAL PEDESTAL
ELECTRICAL TRANSFORMER
TEST BORING
STORM DRAIN INLET
BOLLARD
JUNCTION BOX
EMERGENCY FUEL SHUT-OFF
LIMITS OF REMOVAL (REMOVE ON SHADED SIDE)
CATHODIC PROTECTION TEST STATION
GB
POL x POL
POL x POL
C x C
ES x
STEAM x
SS x SS
SD x SD
V x V
W x W
X
204 204
124.77
C.O.
MW
U.E.
T T
AP 4789
J
S
CP
ARROW INDICATES DIRECTION OF CUTTING PLANE
GRID REFERENCE
INDICATES SHEET ID WHERE SECTION IS DRAWN
GRID REFERENCE
INDICATES SHEET ID WHERE DETAIL IS DRAWN
ARROW INDICATES DIRECTION PHOTO IS FACING
GRID REFERENCE
INDICATES SHEET ID WHERE PHOTO IS SHOWN
DRAWING SCALE
GRID REFERENCE
TITLE
SCALE: 1" = 1'-0"
N
0' 1' 2'A3
PLAN NORTH NORTH
GENERAL EXCAVATION NOTES .
1. OBTAIN A DIG PERMIT PRIOR TO EXCAVATION.
2. OPEN EXCAVATIONS, BRACING , AND UNDERPINNING
MUST CONFORM TO EM 385-1-1. WHERE MORE
STRINGENT SAFETY AND HEALTH STANDARDS ARE
SET FORTH BY FEDERAL, STATE OR LOCAL
REGULATIONS, THE MORE STRINGENT STANDARDS
APPLY.
3. PRIOR TO WORK, THE CONTRACTOR MUST HAVE
UTILITY LOCATES PERFORMED. ALL UTILITIES NOT
INDICATED ON THE PLANS OR MISLABLED MUST BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING
OFFICER FOR DIRECTION, PRIOR TO EXCAVATION.
PREVIOUSLY UNKNOWN UTILITIES ENCOUNTERED
DURING DEMOLITION MUST ALSO BE BROUGHT TO
THE ATTENTION OF THE CONTRACTING OFFICER,
PRIOR TO BACKFILLING.
4. EXCAVATED SOIL MUST BE SCREENED AND
CONTAMINATED MATERIAL MUST BE STOCKPILED,
AND DISPOSED PER SPECIFICATION 31 09 20.00 29.
5. RESTORE DISTURBED PROPERTY OUTSIDE OF WORK
LIMITS TO ORIGINAL CONDITIONS.
FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4
Solicitation - FA500023B0001
JUNEAU
Nome Fairbanks
Anchorage
ALASKA
JBER
VA
N
D
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B
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G A
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N
U E
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WARRIOR DRIVE
POST ROAD GATE
GOVERNMENT
HILL GATE
BONIFACE GATE
AVE
CLEAN SOIL
DISPOSAL SITE
BORROW SITE
HAUL ROUTE
FA
IR
C
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D A
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ARCTIC
HAUL ROUTE
CONCRETE
DISPOSAL
SITEPROJECT
LOCATION
FUEL FARM
#4 GATE
SI
JA
N A
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LAYDOWN
AREA
FIGHTER DRIVE
PROJECT
LOCATION
B O
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FILE LOCATION: P:\projects\9480\Cad\Current Dwg %\General\JBE057_058-G-101.dwg MODIFIED BY: parpanr PLOT DATE: Apr 27, 2021 - 12:02pm
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REENIGNELANOISSEFORPDERETSIGER
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G-101
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LOCATION MAP
SCALE: NTS
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ANCHORAGE MAP
SCALE: NTS
N
A1 JBER MAP
SCALE: 1" = 1000'
N
A4 0' 1000' 2000'
KN
IK
A
RM
NOTES
1. CONTACT BOB MCELROY (673 CES/CENM 907-384-3081) 30
DAYS PRIOR TO MOBILIZATION TO COORDINATE USE OF
BORROW PIT AND DISPOSAL SITES.
FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4
Solicitation - FA500023B0001
X X X X X X X X X X X X X X X X X X X X X X X X X X
X X
X
T
T
T T
TTT T
T
POLx
E E
E
E
POL x
POLx
POLx
POL x
POLx POLx
POLx POLx
POLx
PO
Lx
POLx POLx
POLx
TV
TV
TV
S
TV
POL
x
POLx POLx POLx POLx POLx POLx POLx POLx POLx POLx POLx
C
PO
L x
TV
GOLD RAMP
POLx POLx
PO
L x
POLx POLx
H O
LL
AN
D
IA
D R
IV
E
AIRFIELD VEHICLE ACCESS ROAD
SLAMMER AVENUE
BI
SM
AR
K
SE
A
D R
IV
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ES
x
ES x
ES
x
SLAMMER AVENUE
HAUL ROUTE
FUEL FARM #4 FUEL FARM #3
FUEL FARM #4 GATE
(OVERALL NOTE 2)
OVERALL
NOTE 1
ISOLATE FUEL FARM #4 FROM
TRANSFER PIPELINE (OVERALL NOTE 4)
TRANSFER PIPELINE
(OVERALL NOTE 4)
0'
125'
LAYDOWN AREA
(OVERALL NOTE 5)
ISOLATE FUEL
FARM #3 FROM
TRANSFER
PIPELINE
(OVERALL
NOTE 4)
AIRFIELD
PRIMARY
SURFACE
(SOUTH LIMITS)
TANK 325
TANK 337
TANK 45
TANK 44
TANK 43
TANK 42
BUILDING 11567
(OVERALL
NOTE 6)
LOW PROFILE
BARRICADES
LOW PROFILE
BARRICADES
LOW PROFILE
BARRICADES
BUILDING 11583
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SHEET ID
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FILE LOCATION: P:\projects\9480\Cad\Current Dwg %\General\JBE057_058-G-102.dwg MODIFIED BY: parpanr PLOT DATE: Apr 27, 2021 - 12:02pm
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04/26/21
REENIGNELANOISSEFORPDERETSIGER
RYAN P. PARPAN
CE 14074
G-102
W O
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AR
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WORK RESTRICTIONS PLAN
SCALE: 1" = 50'
N
0' 50' 100'A1
OVERALL SCHEDULING AND PHASING
NOTES
1. MAINTAIN AT LEAST ONE LANE IN BISMARK SEA DRIVE FOR
ACCESS TO GOLD RAMP. PROPER TRAFFIC CONTROL MUST
BE PROVIDED WHEN WORKING IN BISMARK SEA DRIVE.
2. CONSTRUCTION TRAFFIC MUST USE HAUL ROUTE, UNLESS
OTHERWISE APPROVED INCLUDING ACCESSING SITE
THROUGH FUEL FARM #4 GATE.
3. PREPARE A PHASING PLAN AS PART OF THE
PRE-CONSTRUCTION SUBMITTALS TO BE APPROVED BY THE
CONTRACTING OFFICER.
4. THE TRANSFER PIPELINE MUST REMAIN IN SERVICE
THROUGH THE DURATION OF CONSTRUCTION, EXCEPT AS
NOTED FOR FUEL FARM #3 DEMOLITION.
5. LAYDOWN AREA IS NORTHWEST OF BISMARK SEA
DRIVE/SIJAN AVENUE INTERSECTION. CONTRACTOR MAY
UTILIZE ENTIRE OPEN AREA PROVIDED TREES (TO WEST)
ARE NOT DISTURBED.
6. GOLD RAMP MAY NOT BE USED, UNLESS COORDINATED
WITH AIRFIELD MANAGER.
7. WORK WHICH AFFECTS BASE NORMAL DAY TO DAY
OPERATIONS MUST BE COORDINATED WITH CONTRACTING
OFFICER.
8. COORDINATE WITH CONTRACTING OFFICER FOR ANY
ADJACENT CONSTRUCTION PROJECTS.
FUEL FARM #4 NOTES
1. FUEL FARM #4 MAY BE TAKEN OUT OF OPERATION DURING
CONSTRUCTION. R-11 REFUELING AT FUEL FARM #4 WILL NOT
BE OPERATIONAL FOR THE DURATION OF CONSTRUCTION.
2. TRANSFER PIPING AND ISOLATION VALVE MUST BE
PROTECTED THROUGH THE DURATION OF CONSTRUCTION.
SEE SHEET D-111 FOR LOCATION OF ISOLATION VALVE
ADJACENT TO EXISTING FILTER BUILDING 11583 AND SHEET
M-114 FOR LOCATION OF ISOLATION VALVE ADJACENT TO NEW
FILTER BUILDING.
FUEL FARM #3 NOTES
1. FUEL FARM #3 MUST HAVE EXISTING DISPENSING CAPABILITIES
MAINTAINED OCTOBER 1ST THROUGH APRIL 30TH. CUTOVER
MUST HAPPEN BETWEEN MAY 1ST AND SEPTEMBER 30TH.
2. FUEL FARM #3 TANK 325 AND TANK 337, WHICH SERVE THE
EXISTING DISPENSERS, MUST HAVE A FUEL DELIVERY PRIOR
TO THE DISTURBANCE OF THE EXISTING OFFLOAD AREA.
GOVERNMENT WILL PROVIDE FUEL DELIVERY, COORDINATE
WITH CONTRACTING OFFICER A MINIMUM OF 30 DAYS IN
ADVANCE.
3. THE NEW AIRCRAFT GROUND EQUIPMENT (AGE) REFUELING
STATION AND OPERATIONS BUILDING MUST BE CONSTRUCTED,
TO THE EXTENT POSSIBLE, PRIOR TO TAKING THE EXISTING
AGE STATION OUT-OF-SERVICE TO MINIMIZE DOWNTIME. TIE-IN
TO TANKS 325 AND 337 CAN ONLY BE PERFORMED BETWEEN
MAY 1ST AND SEPTEMBER 30TH.
4. NEW AGE REFUELING STATION MUST BE IN OPERATION PRIOR
TO REMOVAL OF TANKS 42 THROUGH 45.
5. NOTIFY THE GOVERNMENT 30 DAYS IN ADVANCE TO SCHEDULE
SYSTEM DOWNTIME TO DEMOLISH THE EXISTING FUEL FARM
#3 CONNECTION TO THE TRANSFER PIPELINE. RESTORE THE
TRANSFER PIPELINE. SYSTEM DOWNTIME MUST NOT EXCEED
14 DAYS WITHOUT WRITTEN AUTHORIZATION.
LOW PROFILE BARRIER NOTES
1. BARRIERS MUST NOT EXCEED 10 INCHES IN HEIGHT
(EXCLUSIVE OF LIGHTS). MUST BE OF LOW MASS: EASILY
COLLAPISBILE UPON CONTACT WITH AN AIRCRAFT; WEIGHTED
OR STURDILY ATTACHED TO THE SURFACE TO PREVENT
DISPLACEMENT FROM JET BLAST OR OTHER WIND
DISTURBANCE.
2. BARRIER STRIPING MUST BE ORANGE AND WHITE
CONFORMING TO FAA AC 150/5370-2 OPERATIONAL SAFTEY ON
AIRPORTS DURING CONSTRUCTION.
3. FLASHING LIGHTS MUST BE USED AND HAVE AT LEAST 5
CANDELAS EFFECTIVE INTENSITY AND FLASH AT A RATE OF 55
TO 160 FLASHES PER MINUTE.
4. MAINTAIN A PERSON AVAILABLE 24 HOURS A DAY FOR
EMERGENCY MAINTENANCE OF LOW PROFILE BARRICADES
AND HAZARD LIGHTS. BEGIN REPAIR WITHIN 1 HOUR OF
NOTIFICATION FROM CONTRACTING OFFICER.
5. SPACE AT A MAXIMUM OF 10 FOOT ON CENTER UNLESS
OTHERWISE NOTED.
6. AT FUEL FARM #3 BARRIER LOCATIONS WILL NEED TO BE
COORDINATED WITH PHASING. BARRIERS MUST NOT BLOCK
REQUIRED FUELING OPERATIONS. ARRANGE BARRIERS TO
KEEP AIRFIELD VEHICLE TRAFFIC OUT OF CONSTRUCTION
AREAS.
AIRFIELD NOTES
1. WORKERS MUST ATTEND CLASS FOR AIRFIELD DRIVING.
CLASS WILL BE UP TO ONE HOUR LONG. CONTACT BRANDON
DOTY AT 907-552-8557 OR BRANDONT.DOTY.2@US.AF.MIL.
2. DRIVERS WHO WILL ONLY BE ON-SITE FOR A SHORT
DURATION OF CONSTRUCTION (E.G. CONCRETE TRUCK
DRIVER) MAY BE ESCORTED BY A WORKER WHO HAS
COMPLETED THE AIRFIELD DRIVING CLASS.
3. ACCESS GATE MUST BE SECURED AT ALL TIMES.
CONTRACTOR MAY CHOOSE TO PROVIDE A GUARD AT THE
GATE.
4. CONTRACTOR MUST NOTIFY AIRFIELD MANAGEMENT
OPERATIONS (907-522-2107) PRIOR TO THE START AND AFTER
COMPLETION OF WORK DAILY.
5. LOW PROFILE BARRIERS ARE REQUIRED AT THE NORTHERN
EDGE OF THE CONSTRUCTION SITE. PURPOSE IS BOTH TO
KEEP CONSTRUCTION TRAFFIC OFF OF AIRFIELD AND ALSO
TO KEEP AIRFIELD TRAFFIC FROM ENTERING CONSTRUCTION
SITE.
6. PREVENT FOREIGN OBJECT DEBRIS (FOD) FROM FROM
ENTERING BISMARK SEA DRIVE AND THE AIRFIELD VEHICLE
ACCESS ROAD. IMMEDIATELY CLEAN ANY FOD WHICH
OCCURS.
7. WORK WITHIN 20 FEET OF AIRFIELD VEHICLE ACCESS RAMP
MUST BE CLOSELY COORDINATED WITH AIRFIELD MANAGER
AND MAY NOT OCCUR DURING PLANNED EXERCISES. 2021
EXERCISES ARE PLANNED FOR JULY 8 THROUGH AUGUST 18.
COORDINATE WITH AIRFIELD MANAGER EARLY 2022 FOR 2022
EXERCISE SCHEDULE.
FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4
Solicitation - FA500023B0001
X X X X X X X X X X X X X X X X X X X X X X
SD/MH
TOP=186.20
N INV=180.90 (6")
E INV=179.02 (18")
W INV=179.26 (18")
NW INV=179.90 (12")
CB
TOP=186.14
S INV=183.69(6")
SD/MH
TOP=185.58
N INV=180.84 (6")
E INV=178.01 (18")
W INV=178.13 (18")
CB
TOP=184.98
S INV=182.67 (6")
SD/MH
TOP=185.04
N INV=177.47 (12")
E INV=177.44 (12")
W INV=178.01 (12")
SS/MH
TOP=185.42
N INV=178.91(6")
ELEC/MH
TOP=187.19
F.F.=178.76
SS/MH
TOP=185.76
N INV=179.79 (10")
NE INV=183.77 (8")
SE INV=179.92 (8")
W INV=179.56 (12")
UTILIDOR
TOP=186.01
F.F.=178.86
SS/MH
TOP=185.39
N INV=175.73 (6")
S INV=175.72 (6")
SS/MH
TOP=187.24
E INV=176.66 (8")
S INV=176.41 (8")
SS/MH
TOP=185.16
E INV=179.15 (12")
SW INV=179.47 (12")
UTILIDOR
TOP=185.77
F.F.=177.69
CB/CURB
TOP=186.61
F.F.=182.40
FUEL PUMP (TYP.)
ELEC/MH
TOP=185.16
F.F.=176.32
BLDG
11583
BLIND FLANGE
16" x 16" CONCRETE
FOOTING (TYP.)
GRAVEL ROAD
E 1, 3, E 1, 3, E 1, 3, E 1, 4, E 1, 4, N 2,648,400
N 2,648,600
N 2,648,800
N 2,648,400
4.6
4.8
4.8
4.7
5.0
4.8
4.9
4.9
5.1
5.2
5.5
5.8
5.0
5.0
5.0
5.0
5.2
4.8
4.8
4.9
4.6
4.9
4.9
5.1
5.1
5.3
5.5
4.9
5.1
4.6 18
5.1
4.9 18 5.6
T
G
7.4
7.4
TV
6.6
T
J
TV
7.7
T
T
6.9
6.4
7.3
7.5
7.1
7.0
6.4
TV
8.1
8.1
8.1
8.2
T
JJ
5.5
5.9
6.7
7.2
7.5
8.0
8.1
8.5
8.5
7.9
7.5
7.2
6.9
6.4
6.8
6.9
7.2
7.4
7.5
7.4
7.4
7.6
7.8
7.9
8.3
8.5
8.4
8.2
8.0
7.5
7.3
6.5
6.0
5 18 5.8
5.8
7.3
7.7
8.2
8.3
8.6
8.4
7.6
7.1
6.8
7.0
7.4
SS S
7.6
7.6
7.5
7.1
7.6
7.4
7.9
7.9
7.9
7.9
7.9
7.6
7.7
7.6
7.7
7.6
7.6
7.6
7.6
7.7
7.7
7.8
7.7
6.7
7.6
7.7
7.6
7.6
7.6
7.6
7.4
7.4
6.9
7.6
7.6
6.7
6.8
6.9
6.6
6.5
6.5
6.5
6.6
6.4
6.4
6.3
T
5.9
6.0
6.0
6.1
6.5
7.1
6.5
6.4
6.2
6.0
6.1
6.0
7.4
5.0
5.8
3 18 5.6
5.6
5.5
5.4
5.2
5.1
5.5
5.7
5.9
5.8
5.4
5.4
5.1
5.5
5.6
5.4
5.2
5.0
5.1
5.4
T
6.1
6.3
6.4
6.5
6.5
6.9
7.2
7.0
6.0
4.6
4.6
4.7
4.8
5.8
6.8
7.0
7.3
5.1
4.9
5.3
6.1
5.4
5.0
5.4 18
5.6
6.1
6.118
5.4
5.7
5.6
5.5
5.4
5.0
5.018 4.7
5.0
5.9 18
6.5
6.8 18 7.1
7.4
7.3
7.4
7.3
4.8
4.8
3.6
3.7
4.9
5.3
5.2
4.6
6.3
6.3
6.0
6.1
5.5
5.9
6.6
7.1
7.0
7.6
7.3
7.3
6.7
5.8
7.1
6.6
6.1
6.3
6.1
7.3
7.3
7.6
7.6
6.9
5.8
6.4
7.0
7.5
7.5
7.8
7.8
7.3
6.7
6.4 18
6.7
6.8
6.318
6.3
6.1
5.818 6.1
6.8
8.0
6.9
6.5
6.4
7.6
7.5
7.5
7.5
7.4
6.4
6.6
6.7
7.0
7.4
6.5
7.1
7.3
7.7
7.8
7.9
8.0
6.9 18
6.6
6.9
7.618
7.3
6.9
6.7
6.8
6.8
7.0
7.4
8.918
8.1
7.2
7.7
7.9
7.5
7.6
7.5
7.0
8.9
9.7
9.218
8.618 7.8
8.618
8.0
7.6
7.6
7.7 18
8.0 18 8.3
7.3
7.9
7.2
6.9
6.6
6.7
F.F.= 185.94
TNK
TNK
TNK
PIPE EXITS
GROUND
PIPE EXITS
GROUND
EJ
J E
2" CONDUIT ON WALL
4" VENT PIPES
ON WALL
2" CONDUIT ON WALL
1" CONDUIT ON WALL
FUEL LINE EXITS
GROUND AND
ENTERS WALL AT 10'BLDG 11584
FUEL LINE EXITS
GROUND AND
ENTERS WALL AT 2'
GATE
BI
SM
AR
K
SE
A
D R
IV
E
GOLD RAMP
AP 4799 AP 4801
AP 4802
AP 4804
AP 4800
AP 4798
AP 4797
AP 4803
AP 4805
AP 4806
AP 4807
AP 4808
SURVEY CONTROL
HORIZONTAL CONTROL
Coordinates are ASPC Zone 4, NAD83 (1992) in US Survey Feet. The Basis of Coordinates are U.S.A.C.E points "TT AN 7", having a value of N2,644,654.40 and E1,673,694.16, and "N-1B-DE", having a value of N2,650,423.79 and E1,679,364.05. Other positions are derived from GPS observations taken April 15, 2004.
SCALE FACTOR
The Project Combined Scale Factor is 0.99989173943. To convert ground distances to ASP grid distances, multiply by a combined scale factor of 0.99990385. To convert ASP grid distances to ground distances, multiply by a combined scale factor of 100000000/99989173943.
VERTICAL CONTROL
Elevations are NAVD88 U.S. Feet. The Basis of Elevations is Joint Base Elmendorf Richardson Control Point "MB-137A", a brass cap having a value of 180.44 feet. Elevations of other points were determined by differential leveling using closed level loops originating from MB-137A.
Measurements were taken in April, 2019.
UTILITY NOTE
The underground utilities shown have been located from field survey information. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated, although he does certify that they are located as accurately as possible from information available.
A title search was not performed and there was no attempt to locate easements of record.
HISTORICAL UTILITY ASBUILT DRAWINGS AND OTHER INFORMATION MAY NOT
RELATE TO THE HORIZONTAL AND VERTICAL DATUM FOR THIS PROJECT. USE
HISTORICAL INFORMATION WITH CAUTION!
SURVEY CONTROL POINTS
POINT NORTHING EASTING ELEVATION DESCRIPTION
FSF-1 2,647,682.43 1,672,431.41 176.75 BRASS CAP
FSF-2 2,647,203.03 1,672,913.09 177.90 BRASS CAP
MB-137A 2,648,121.92 1,672,948.52 180.44 BRASS CAP
LEGEND
LIGHT POLE
TRANSFORMER W/ PAD
JUNCTION BOX
MANHOLE
GUARD POST / BOLLARD
FENCE LINE
MAJOR CONTOUR
MINOR CONTOUR
SPOT ELEVATION
J
CATHODIC PROTECTION TEST STATION
TRANSFORMER
X
XX.XX
POL PETROLEUM, OIL, LUBRICANTS LINE
SHUT OFF VALVE
F.F. FINISH FLOOR
ACCESS LID
CATCH BASIN
E METER BOX
VERTICAL PUMP
EDGE OF PAVEMENT
BUILDING
CONCRETE
G NATURAL GAS VALVE
TV CABLE TV PEDESTAL
T
MW MONITORING WELL
USACE SBC
HIGH MAST LIGHT POLE
SHUT OFF SWITCHS
AP 4802
TEST BORING
SO
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FILE LOCATION: P:\projects\9480\Cad\Current Dwg %\General\JBE057_058-V-111.dwg MODIFIED BY: parpanr PLOT DATE: Apr 27, 2021 - 12:08pm
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TOPOGRAPHIC SURVEY AND BORING LOCATIONS 1 OF 2
SCALE: 1" = 40'
N
0' 40' 80'B1
FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4
Solicitation - FA500023B0001
X X X X X X X X X X X X X X X X X X X X X X X X
X X
X X
X
SD/MH
TOP=189.36
N INV=185.29 (6")
E INV=182.39 (16")
W INV=182.26 (16")
CB
TOP=189.07
S INV=186.76 (6")
SS/MH
TOP=190.67
NE INV=183.22 (10")
S INV=183.31 (6")
SS/MH
TOP=190.61
N INV=177.64 (6")
N INV=178.60 (6")
E INV=177.51 (6")
E INV=179.04 (6")
S INV=177.50 (6")
W INV=177.59 (6")
SS/MH
TOP=187.48
N INV=177.47 (8")
E INV=177.63 (8")
CB
TOP=186.67
E INV=180.90 (18")
W INV=180.85 (18")
UTILIDOR
TOP=189.27
F.F.=181.68
UTILIDOR
TOP=189.50
F.F.=181.64
ELEC/MH
TOP=189.41
F.F.=180.44
UTILIDOR
TOP=188.56
F.F.=181.47
UTILIDOR
TOP=188.61
F.F.=180.65
SD/MH
TOP=187.59
NE INV=180.85 (10")
E INV=180.55 (16")
S INV=180.26 (16")
W INV=180.73 (6")
SS/MH
TOP=188.96
E INV=175.88 (8")
S INV=175.87 (8")
W INV=176.33 (8")
SD/MH
TOP=188.41
N INV=183.56 (6")
E INV=181.51 (16")
W INV=181.28 (18")
CB
TOP=188.24
S INV=186.10 (6")
SD/MH
TOP=187.49
N INV=180.95 (6")
E INV=180.18 (18")
W INV=180.16 (18")
CB
TOP=187.00
S INV=184.62 (6")
SS/MH
TOP=189.57
W INV=181.98(6")
ELEC/MH
TOP=188.17
F.F.=178.76
ELEC/MH
TOP=188.70
F.F.=180.78
UTILIDOR
TOP=189.30
F.F.=181.89
SD/MH
TOP=188.08
N INV=180.09 (12")
E INV=181.11 (18")
W INV=180.76 (18")
ELEC/MH
TOP=187.58
F.F.=179.89
CHANNEL DRAIN
BLDG
11567
F.F.=188.99
BLDG
11568
24" x 24" CONCRETE
FOOTING (TYP.)
GRAVEL ROAD
E 1, 4, E 1, 4, E 1, 5, E 1, 5, E 1, 5, N 2,648,400 N 2,648,400
N 2,648,600
N 2,648,800
6.8
6.8
7.2
T
7.8
8.3
8.1
8.7
7.2
7.3
7.6
8.718 8.5
8.0
7.8
9.3
8.2
8.3
9.8
9.8
J
9.5
9.2
0.4 19 1.1
8.5
1.0
0.419
0.018 9.6
8.2
TV
7.1
7.5
7.9
8.2
8.8
8.218 8.4
9.1
8.018
7.7
9.418
9.218 8.9
8.8
8.7
8.4
8.6
9.1
8.9
8.3
8.6
8.0
7.6
8.2
8.4
8.1
7.3
6.9
7.0
7.2
9.218
9.1
9.1
9.3
9.1
8.6 18 8.9
8.9
8.7
9.0
8.5
8.2
8.3
T
T
T
9.1
0.1
0.9
0.5
9.3
9.3
9.0
8.7
7.9
J
8.4
7.5
7.6
8.4
8.8
9.2
9.3
0.2
0.8
0.0 18
9.0J
8.8
9.0
9.0
8.8
9.1
9.0
8.5
7.7
J
8.9
0.2
0.1
0.5
0.0
9.2
9.0
8.9
8.9
9.3
9.3
9.2
9.4
9.4
9.3
9.1
8.7
0.6
0.5
7.9
S
8.1
8.7
8.8
9.1
9.2
9.6
9.7
9.2
9.8
9.6
9.4
9.8
8.9
J
J
9.7
7.3
8.1
8.1
8.4
8.6
8.6
8.5
8.6
8.4
8.0
C J
8.5
9.6
9.6
7.4
8.1
8.3
8.4
8.1
8.2
8.1
GG
1.3
9.5
9.6
8.1
8.1
8.3
8.3
8.4
8.7
8.8
9.5
9.9
0.0
9.8
9.8
9.4
9.4
9.4
9.4
9.5
9.6
9.6
8.7
9.2
9.2
8.9
8.9
9.0
8.9
8.9
1.1
8.3
8.5
8.1
8.6
8.1
8.0
8.5
8.7
9.6
9.3
9.5
8.1
8.4
9.7
8.7
9.5
8.6
8.9
9.2
9.6
9.3
9.3
9.3
9.2
9.0
8.8
8.3
7.6
9.0
8.5
T
9.7
9.4
MW18
8.4
9.0
MW
0.0
0.0
J
TV
8.7
J
J 18 9.1
4 18 8.8
8.4
7.7
8.1
9.4
7.5
7.4
7.6
7.5
7.7
7.4
7.6
8.7
8.3
8.4
8.0
7.6
8.5
9.1
8.1
0.9
0.9
0.9
0.2
0.4
0.5
0.0
9.2
0.9
9.2
9.0
0.0
9.7
8.4
9.6
9.8
9.9
9.6
9.6
9.4
9.6
9.8
9.9
0 18 9.8
0.2
0.9
0.2
0.4
0.4
J
9.5
0.2
1.3
1.3
1.3
0.5
0.3
9.8
9.2
T
T
9.1
9.7
9.9
9.8
9.0
9.3
9.1
9.3
9.6
9.7
HAZARDOUS WASTE STORAGE
9.3
8.9
8.9
9.5
9.4
9.5
9.6
8.2
8.1
8.4
8.3
8.9
0.7
8.9
9.7
0.1
9.9
8.9
7.6
8.9
7.5
8.8
J
9.1
0.7
1.9
9.4
0.2
0.3
9.1
9.5
0.1
0.1
9.6
8.8
9.2
TNK 42
TNK 43
TNK 44
TNK 45
188188
189188
BLIND FLANGE
3" DIA. PIPE RAIL, 4' TALL
3" DIA.
PIPE RAIL,
4' TALL
PIPE EXITS
GROUND
J E J
E J
4" VENT PIPES
ON WALL
GOLD RAMP
BLDG 11551
HANGAR 1
H O
LL
AN
D
IA
D R
IV
E
TRUCK
FILL
STATION
AP 4810
AP 4811
AP 4809
SURVEY CONTROL
HORIZONTAL CONTROL
Coordinates are ASPC Zone 4, NAD83 (1992) in US Survey Feet. The Basis of Coordinates are U.S.A.C.E points "TT AN 7", having a value of N2,644,654.40 and E1,673,694.16, and "N-1B-DE", having a value of N2,650,423.79 and E1,679,364.05. Other positions are derived from GPS observations taken April 15, 2004.
SCALE FACTOR
The Project Combined Scale Factor is 0.99989173943. To convert ground distances to ASP grid distances, multiply by a combined scale factor of 0.99990385. To convert ASP grid distances to ground distances, multiply by a combined scale factor of 100000000/99989173943.
VERTICAL CONTROL
Elevations are NAVD88 U.S. Feet. The Basis of Elevations is Joint Base Elmendorf Richardson Control Point "MB-137A", a brass cap having a value of 180.44 feet. Elevations of other points were determined by differential leveling using closed level loops originating from MB-137A.
Measurements were taken in April, 2019.
UTILITY NOTE
The underground utilities shown have been located from field survey information. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated, although he does certify that they are located as accurately as possible from information available.
A title search was not performed and there was no attempt to locate easements of record.
HISTORICAL UTILITY ASBUILT DRAWINGS AND OTHER INFORMATION MAY NOT
RELATE TO THE HORIZONTAL AND VERTICAL DATUM FOR THIS PROJECT. USE
HISTORICAL INFORMATION WITH CAUTION!
SURVEY CONTROL POINTS
POINT NORTHING EASTING ELEVATION DESCRIPTION
FSF-1 2,647,682.43 1,672,431.41 176.75 BRASS CAP
FSF-2 2,647,203.03 1,672,913.09 177.90 BRASS CAP
MB-137A 2,648,121.92 1,672,948.52 180.44 BRASS CAP
LEGEND
LIGHT POLE
TRANSFORMER W/ PAD
JUNCTION BOX
MANHOLE
GUARD POST / BOLLARD
FENCE LINE
MAJOR CONTOUR
MINOR CONTOUR
SPOT ELEVATION
J
CATHODIC PROTECTION TEST STATION
TRANSFORMER
X
XX.XX
POL PETROLEUM, OIL, LUBRICANTS LINE
SHUT OFF VALVE
F.F. FINISH FLOOR
ACCESS LID
CATCH BASIN
E METER BOX
VERTICAL PUMP
EDGE OF PAVEMENT
BUILDING
CONCRETE
G NATURAL GAS VALVE
TV CABLE TV PEDESTAL
T
MW MONITORING WELL
USACE SBC
HIGH MAST LIGHT POLE
SHUT OFF SWITCHS
AP 4802
TEST BORING
SO
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FILE LOCATION: P:\projects\9480\Cad\Current Dwg %\General\JBE057_058-V-151.dwg MODIFIED BY: parpanr PLOT DATE: Apr 27, 2021 - 12:08pm
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TOPOGRAPHIC SURVEY AND BORING LOCATIONS 2 OF 2
SCALE: 1" = 40'
N
0' 40' 80'B1
FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4
Solicitation - FA500023B0001
C
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FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4
Solicitation - FA500023B0001
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FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4
Solicitation - FA500023B0001
T
T
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POLxPOLx
J E
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J E J
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POL x POLx
PO
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POL x
POL x
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STEAMx STEAMx STEAMx STEAMx STEAMx STEAMx STEAMx STEAMx STEAMx STEAMx STEAMx
STEAMx STEAMx
STEAMx STEAMx STEAM
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SD x SD x SD x
ES x
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PO
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ES x ES x ES x ES x ES x ES x ES x ES x ES x ES x ES x ES x ES x ES x ES x
ST
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M x
SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD
W x
W x
W x
W x
W x
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C J
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MW
MW
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J
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ABANDONED
GOLD RAMP
POLx POLx POLx
ABANDONED
PO
L x
SD
x
SD
x
SD
x
SD x SD xSD x SD x
SS x SS x
SS
x
G x G x G x G x G x G x G x G x G x G x G x G x G x G x G x G x G x G x G x
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
POLx POLx POLx POLx POLx POLx POLx POLx POLx POLx POLx POLx
ABANDONEDABANDONED
H O
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AN
D
IA
D R
IV
E
AIRFIELD VEHICLE ACCESS ROAD
SLAMMER AVENUE
BI
SM
AR
K
SE
A
D R
IV
E
ES
x
ES x ES x ES x ES x ES x ES x ES x ES x ES x ES x ES x
ES
x
SLAMMER AVENUE
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
C x C x
C x
C x C W x
10" TRANSITE
10" TRANSITE
CP
ES x ES x
S
FUEL FARM #4 FUEL FARM #3
SEE SHEET D-111 SEE SHEET D-151
TA
N K
TA
N
K
FF4
TRUCK
RACK
TANK 42
TANK 43
TANK 44
TANK 45
FF3
TRUCK
RACK
USTS TO REMAIN
BUILDING
11567,11568
DEMOLITION (SEE
SHEET AD151)
N:2648531 ± E:1674038 ±
N:2648531 ± E:1674728 ±
BUILDING 11583, 11584
DEMOLITION (SEE SHEET AD111)
TA
N
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TA
N
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TA
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REENIGNELANOISSEFORPDERETSIGER
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CE 14074
D-101
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DEMOLITION ITEMS
ABANDON IN PLACE 8-INCH POL TRANSFER LINE. SEE SHEET D-111 AND SHEET
D-151 FOR LIMITS OF REMOVAL/ABANDONMENT. ABANDON APPROXIMATELY
690 LF.
ABANDON ELECTRICAL CONDUIT IN PLACE. SEE SHEET D-111 AND SHEET D-151
FOR LIMITS OF REMOVAL/ABANDONMENT. ABANDON APPROXIMATELY 690 LF.
OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN
SCALE: 1" = 40'
N
0' 40' 80'D1
GENERAL DEMOLITION NOTES
1. PROTECT UTILITIES AND STRUCTURES THAT WILL NOT BE DEMOLISHED.
2. FIELD VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION.
3. COORDINATE DEMOLITION LIMITS WITH PROVIDED WORK.
PIPELINE ABANDONMENT NOTES
1. PIPING TO BE ABANDONED MUST BE DRAINED, CLEANED BY PIGGING,
FILLED WITH FLOWABLE CONRETE/GROUT SLURRY, AND CAPPED. BURIED
PIPING MUST BE CAPPED WITH EITHER A PLATE OR PIPE CAP.
2. PIGGING MUST CONSIST OF A MINIMUM OF FIVE FOAM PIG RUNS PER
PIPELINE TO REMOVE AS MUCH RESIDUAL FUEL AS POSSIBLE. IT IS
EXPECTED CLEANING CAN BE ACCOMPLISHED WITHOUT THE
INSTALLATION OF CONVENTIONAL PIG LAUNCHER AND RECEIVER
BARRELS AS THE PIGS MUST BE PROPELLED BY COMPRESSED AIR
AND/OR VACUUM PROVIDED BY A VACUUM TRUCK. TEMPORARY FLANGES
MUST BE INSTALLED AS REQUIRED TO FACILITATE PIGGING ACTIVITIES.
3. ABANDON PIPE PER 18 AAC 75.080. NOTIFY CONTRACTING OFFICER
AFTER ABANDONMENT IS COMPLETE. GOVERNMENT WILL CONTACT
ADEC.
FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4
Solicitation - FA500023B0001
T
POLx
POLx
POLx
POLx
PO
L x
J E
EJ
POL x
POL x
POL x
POL x
POL x
POLx POLx PO Lx
POLx
PO
L x
POL x
POL x
POL x
POL x
POL x
POLx POLx POLx POLx
STEAMx STEAMx STEAMx STEAMx STEAMx STEAMx STEAMx STEAMx STEAMx STEAMx STEAMx
POLx POLx POL x POLx
PO
L xES x
SD x SD x SD x SD x SD x SD x SD x
ES x
ES x
ES x
ES x
ES x
ST
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M x
ST
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M x
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M x
ST
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M x
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M x
ST
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M x
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ES x ES x ES x ES x ES x ES x ES x ES x ES x ES x ES x ES x
ST
EA
M x
ST
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M x
SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x W x W x W x W x W x W x W x W x W x
G
J
TV
JJ
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CP
POLx
POL
x
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x
POLx POLx POLx POLx POLx POLx POLx POLx POLx
ABANDONED
POLx POLx POLx POLx POLx POLx
ABANDONED
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
xG x G x G x G x G x G x G x G x G x G x G x G x G x G x G x
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
POLx POLx POLx POLx POLx POLx POLx
AIRFIELD VEHICLE ACCESS ROAD
SLAMMER AVENUE
BI
SM
AR
K
SE
A
D R
IV
E
ES
x
ES
x
ES x ES x ES x ES x ES x ES x
CP
CP
CP
C x
C x
C x C x C x C x
W x
10" TRANSITE
S
STEAM
x
A1 D-611
E7 D-611
E1 D-611
E4 D-611
A4 D-611
JP-8
TRUCK FILLSTAND
TO REMAIN
CAUTION!
ACTIVE POL
PIPELINE
LOW POINT
DRAIN AND
BOLLARDS
TO REMAIN
FOD SIGN
(NOTE 1)
TA
N
K
TA
N
K
TA
N
K
FILTER
BLDG
11583
CONTROLLED
AREA SIGN
CONTROLLED
AREA SIGN
(NOTE 1)
(NOTE 3)
N:2648571 ± E:1674007 ±
(SEE SHEET M-114)
N:2648570 ± E:1674009 ±
(SEE SHEET M-114)
N:2648531 ± E:1674038 ±
ABANDON
DEMOLISH
(NOTE 4)
SO
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REENIGNELANOISSEFORPDERETSIGER
RYAN P. PARPAN
CE 14074
D-111
FU
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DEMOLITION ITEMS
REMOVE METAL CANOPY (BUILDING 11584) AND
FOUNDATIONS. SEE SHEETS AD111 AND H-111.
RELOCATE SIGN. SEE SHEETS C-111 AND C-115 FOR
NEW SIGN LOCATIONS.
REMOVE CONCRETE CURB, APPROXIMATELY 105 LF.
REMOVE ASPHALT PAVEMENT, ASSUME 4-INCH
ASPHALT, APPROXIMATELY 3,400 SF. SEE DETAIL
F5/C-501.
REMOVE 50,000-GALLON SINGLE WALL UST,
CONCRETE VAULT, AND APPURTENANCES. TANK IS
APPROXIMATELY 10 FEET DEEP (TO TOP) AND 12 FEET
DIAMETER. TYP OF 3.
REMOVE 8-INCH ABOVE GRADE POL PIPING ,
APPROXIMATELY 300 LF, AND SUPPORTS.
REMOVE BOLLARDS, TYP OF 2.
REMOVE BUILDING AND FOUNDATION (BUILDING
11583). SEE SHEETS AD111 AND H-111. RELOCATE 2
FILTER/SEPARATORS, SEE SHEETS M-114 AND M-414.
REMOVE BELOW GRADE POL PIPING, 8-INCH SS,
APPROXIMATELY 95 LF.
REMOVE MANHOLE AND 6-INCH PIPE (UNKNOWN
UTILITY), APPROXIMATELY 10 LF. INSIDE OF MANHOLE
IS APPROXIMATELY 8 FEET DEEP WITH STANDING
WATER.
REMOVE TELEPHONE PEDESTAL.
REMOVE CONCRETE PAD, APPROXIMATELY 35 SF,
ASSUME 6-INCH THICK.
REMOVE CP TEST STATION.
REMOVE JUNCTION BOX.
EXTENTS OF STEAM PIPE(S) ARE UNKNOWN. ASSUME
STEAM PIPE(S) ARE 1" AND 2" STEEL AND RUN
THROUGH NEW TANK AREA. REMOVE STEAM PIPE(S)
WITHIN TANK EXCAVATION AREA. CAP/PLUG ENDS OF
STEAM LINES TO BE LEFT IN PLACE. APPROXIMATELY
240 LF OF 1" AND 2" STEEL PIPE WITH INSULATION. SEE
H-001 FOR HAZARDOUS MATERIALS REQUIREMENTS.
REMOVE TANK VENT LINES, 4-INCH, APPROXIMATELY
150 LF.
REMOVE RECTIFIER AND JUNCTION BOX. SALVAGE
RECTIFIER FOR REINSTALLATION. REMOVE ANODE
DEEPWELL (CASING AND VENT PIPE) TO 2 FEET BELOW
PROPOSED TANK ELEVATION. SEE SHEET EC111.
REMOVE COMMUNICATIONS LINES WITHIN NEW TANK
AREA, ABANDON CONDUIT IN PLACE WEST OF
BISMARK SEA DRIVE. SEE SHEET ED111.
REMOVE EFSO.
REMOVE PAD AND RELOCATE TRANSFORMER, SEE
SHEET C-114.
FUEL FARM #4 DEMOLITION PLAN
SCALE: 1" = 20'
N
0' 20' 40'A1
DEMOLITION NOTES
1. RELOCATE FOD CHECK SIGN TO OPPOSITE
SIDE OF BISMARK SEA DRIVE DURING
CONSTRUCTION. MOVE BACK TO EXISTING
LOCATION WHEN POSSIBLE.
2. SEE MECHANICAL SHEETS FOR EXTENTS
OF FUEL PIPING REMOVAL AND WORK
REQUIREMENTS.
3. FUEL PIPING AND VALVE TO REMAIN.
ISOLATE SYSTEM PER MECHANICAL
REQUIREMENTS PRIOR TO DEMOLITION.
4. ASSUMED LIMITS FOR TANK WORK.
FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4
Solicitation - FA500023B0001
C
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F
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FILE LOCATION: P:\projects\9480\Cad\Current Dwg %\General\JBE057_058-D-611.dwg MODIFIED BY: parpanr PLOT DATE: Apr 27, 2021 - 12:03pm
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US Army Corps of Engineers
JB
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04/26/21
REENIGNELANOISSEFORPDERETSIGER
RYAN P. PARPAN
CE 14074
D-611
FU
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F
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SCALE: NO SCALE
PHOTO 1E1
SCALE: NO SCALE
PHOTO 4A1
SCALE: NO SCALE
PHOTO 2E4
SCALE: NO SCALE
PHOTO 5A4
SCALE: NO SCALE
PHOTO 3E7
REMOVE
BUILDING
11583
REMOVE
CANOPY
(BUILDING
11584)
REMOVE
CANOPY
(BUILDING
11584)
RELOCATE
FOD SIGN
REMOVE TANK 46
REMOVE TANK 47
REMOVE
CANOPY
(BUILDING 11584)
REMOVE
CANOPY
(BUILDING 11584)
REMOVE
BUILDING 11583
JP-8 TRUCK
FILLSTAND
TO REMAIN
REMOVE TANK 48
REMOVE ABOVE
GROUND PIPING AND
PIPE SUPPORTS
CONTAINMENT
CURB TO REMAIN
BISMARK SEA DRIVE
REMOVE CURB AND
ASPHALT (BYPASS
LANE)
REMOVE ABOVE GROUND
PIPING AND PIPE SUPPORTS
RELOCATE
FOD SIGN
REMOVE
TRANSFORMER
AND PAD (SEE
ED111)
RELOCATE
CONTROLLED
ACCESS SIGN
FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4
Solicitation - FA500023B0001
FUEL FARM #4 - FILTER BUILDING AND CANOPY DEMOLITION
SCALE: 1/4"=1'-0"
N
0' 4' 8'A1
SO
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C
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AT
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N N
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B
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D
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BM
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D B
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D
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C O
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AC
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D
B Y:
D R
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N
B Y:
IS
SU
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AT
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SHEET ID
G
2 3 4 5 6 7 8 9 10
F
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D
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B
A
FU
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F
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. A R
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C O
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EN
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FILE LOCATION: W:\2015\15082.04 EEI JBE057 058 Tank Farm 3&4\DWG\JBE057_058 AD111.dwg MODIFIED BY: sschell PLOT DATE: Apr 27, 2021 - 11:43am
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US Army Corps of Engineers
JB
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A R
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A
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K A
A K C or p.
A ut ho ri za tio n
A
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A ve nu e, S ui te
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A la sk a
7.
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AD111
FU
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REMOVE BUILDING IN ITS ENTIRETY. REFER TO
OTHER DISCIPLINES FOR MORE INFORMATION
48'-7" 21'-5"
'-4
'-1
1 2"
REMOVE STEEL WINDOWS
REMOVE WALL ASSEMBLY (TYP.
CONCRETE WITH INTERIOR GWB AND/OR
CAB FURRING)
REMOVE STEEL DOORS AND FRAMES, TYP.
SALVAGE LOCKS AND CORES AND
RETURN TO 773 CES/CE0HS LOCK SHOP.
BLDG 11584
BLDG 11583
REMOVE STEEL CANOPY, INCLUDING
COLUMNS, FOUNDATIONS, MECHANICAL
AND ELECTRICAL EQUIPMENT
DEMOLISH CONCRETE
FOOTING TYP.
DEMOLISH STEAM PIT AND
STEAM PIPING
DEMOLISH CONCRETE
SLAB AND FOOTING, TYP
B5
AD112
B9
AD112
B1
AD112
D1
AD112
F5
AD112
D5
AD112
E9
AD112
F1
AD112
FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4
Solicitation - FA500023B0001
FUEL FARM #4 - FILTER BUILDING DEMOLITION
SCALE: N.T.S.B1
SO
LI
C
IT
AT
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N N
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D
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IG
N
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B
Y:
D
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C R
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M
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BM
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D B
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D
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D R
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IS
SU
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SHEET ID
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2 3 4 5 6 7 8 9 10
F
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D
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B
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FU
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F
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AN
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F, A
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U .S
. A R
M Y
C O
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EE
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FILE LOCATION: W:\2015\15082.04 EEI JBE057 058 Tank Farm 3&4\DWG\JBE057_058 AD112.dwg MODIFIED BY: sschell PLOT DATE: Apr 27, 2021 - 11:43am
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US Army Corps of Engineers
JB
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W
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A R
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A
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K A
A K C or p.
A ut ho ri za tio n
A
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W
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A ve nu e, S ui te
A nc ho ra ge
A la sk a
7.
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AD112
FU
EL
F
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B U
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D
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A N
D C
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SC
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FUEL FARM #4 - FILTER BUILDING DEMOLITION
SCALE: N.T.S.F1
FUEL FARM #4 - FILTER BUILDING DEMOLITION
SCALE: N.T.S.D1
FUEL FARM #4 - FILTER BUILDING DEMOLITION
SCALE: N.T.S.B5 FF #4 - FILTER ROOM
SCALE: N.T.S.B9
FF #4 - MCC ROOM
SCALE: N.T.S.E9
FUEL FARM #4 - FILTER BUILDING DEMOLITION
SCALE: N.T.S.D5
FUEL FARM #4 - FILTER BUILDING DEMOLITION
SCALE: N.T.S.F5
REMOVE STEEL CANOPY
STRUCTURE
REMOVE POL PIPING, SEE
DEMO DRAWINGS
REMOVE ROLLING PIT
COVERS, TYP.
REMOVE CONCRETE
FOOTINGS, TYP.
REMOVE ELECTRICAL EQUIPMENT
REMOVE STEEL FRAMED CANOPY
REMOVE METAL ROOF
REMOVE BUILDING FOUNDATION
REMOVE LIGHT
FIXTURES,TYP
REMOVE ELECTRICAL
EQUIPMENT
REMOVE CABINET UNIT
HEATER
REMOVE METAL ROOFING
AND FASCIA
REMOVE METAL ROOFING
AND FASCIA
REMOVE STEEL CANOPY
STRUCTURE
REMOVE POL PIPING, SEE
DEMO DRAWINGS
REMOVE CONCRETE
FOOTINGS AND STOOPS,
TYP.
REMOVE MCC EQUIPMENT
REMOVE HOUSEKEEPING PADS, TYP.
REMOVE STEAM PIT AND STEAM
PIPING. STEAM PIT IS
APPROXIMATELY 10'-0" DEEP.
REMOVE ELECTIRCAL
EQUIPMENT, TYP.
REMOVE HVAC EQUIPMENT, TYP.
REMOVE CONCRETE BEAMS
AND DECK, TYP
REMOVE ELECTRICAL EQUIPMENT,
TYP.
REMOVE POL PIPING, TYP.
REMOVE HVAC EQUIPMENT, TYP.
REMOVE CONCRETE ROOF
DECK, ROOFING, AND FASCIA
REMOVE WINDOWS AND
RELITES
REMOVE ELECTRICAL
EQUIPMENT
REMOVE HM DOORS…
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