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D
EPARTMENT OF DE
FE
NS
E
M
IS
SI
LE
DEFENSE AGENCY
LONG RANGE DISCRIMINATION RADAR
CONSTRUCTION PACKAGE 2 - VOLUME 1
LRDR COMPLEX SECURITY
CLEAR AFS, ALASKA
2018.02.14 CLR039b
MDA657
W911KB-18-R-0006
RTA SUBMITTAL
of Engineers Alaska District
US Army Corps
LRDR COMPLEX SECURITY
NOT FOR CONSTRUCTION
DIESEL GENERATOR SYSTEMS
01 DIESEL GENERATOR AIR INTAKE AND
EXHAUST SYSTEM
02 DIESEL ENGINE COOLING SYSTEM
FUEL, LUBE OIL, AND DEF SYSTEMS
03 FUEL OIL SYSTEM
04 DIESEL EXHAUST FLUID SYSTEM
05 LUBE OIL SYSTEM
COMPRESSED AIR AND PLUMBING SYSTEMS
11 COMPRESSED AIR SYSTEM
12 POTABLE WATER SYSTEM (PW, DCW, & DHW)
13 POTABLE WATER TREATMENT SYSTEM
16 NON-POTABLE WATER SYSTEM
17 BUILDING WASTE SYSTEMS (SANITARY, OIL
WASTE, ETC.)
18 HAZARDOUS FLUID CONTAINMENT
HVAC HEATING SYSTEMS
21 SITE LOW TEMPERATURE HOT WATER
GENERATION & DISTRIBUTION
22 BUILDING LOW TEMPERATURE HOT WATER SYSTEM
23 BOILER FLUE GAS
HVAC COOLING SYSTEMS
31 CHILLED WATER SYSTEMS
32 CONDENSER WATER SYSTEMS
33 REFRIGERATION (DX) SYSTEMS
34 COOLING FLUID SYSTEMS
HVAC AIR SIDE SYSTEMS
41 AIR SUPPLY, EXHAUST, AND VENTILATION SYSTEMS
MISCELLANEOUS SYSTEMS
51 MONITORING SYSTEMS (O2, CO, N2 PURGE, ETC.)
52 FIRE PROTECTION SYSTEMS
53 FIRE DETECTION AND ALARM SYSTEMS
56 DOOR AND GATE OPERATORS
58 BUILDING ACCESSORIES
61 ELECTRICAL SYSTEMS
63 COMMUNICATIONS
65 BMS
67 SECURITY
69 PCMS/PQMS
ELECTRICAL SYSTEMS
RADAR SYSTEMS
70 RADAR
71-79RADAR SYSTEMS
INTERFACE IDENTIFICATION
CP1-A
CP1-B
INTERFACE CONNECTION POINT WITH OTHER DRAWING PACKAGE
DENOTES DRAWING PACKAGE FOR CONTINUATION OF DRAWING
CONTENT AT INTERFACE CONNECTION POINT
DENOTES CURRENT DRAWING PACKAGE AT INTERFACE
CONNECTION POINT
EXAMPLE: _________________
OTHER
RADAR = RADAR PRIME INTERFACE
SSPARS=EXISTING BUILDING 800
GVEA =GOLDEN VALLEY ELECTRIC ASSOCIATION
EQUIPMENT IDENTIFICATION
XXX-XXXXXXXXX
REDUNDANT GROUP (SEE NOTES 1 AND 2)
3 DIGIT EQUIPMENT NUMBER
2 DIGIT SYSTEM NUMBER
3 DIGIT BUILDING ID
EQUIPMENT ABBREVIATION
EXAMPLE: _________________
ROOM IDENTIFICATION
XXXXXX
ROOM NUMBER (THREE DIGITS)
BUILDING ID (WHERE USED ON PLANS, SINGLE LINES, ETC.)
BUILDING ID IS OMITTED UNLESS IT IS NEEDED FOR CLARITY. FOR EXAMPLE
SYSTEMS THAT MUST REFERENCE ROOMS IN MORE THAN ONE BUILDING, CABLE
ROUTING BETWEEN BUILDINGS, ETC.
DOOR IDENTIFICATION
XXXXXXX
DOOR LETTER
ROOM NUMBER (THREE DIGITS)
BUILDING ID IS OMITTED UNLESS IT IS NEEDED FOR CLARITY. FOR EXAMPLE
SYSTEMS THAT MUST REFERENCE ROOMS IN MORE THAN ONE BUILDING, CABLE
ROUTING BETWEEN BUILDINGS, ETC.
BUILDING ID (WHERE USED ON PLANS, SINGLE LINES, ETC.)
DEP
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A pp ro ve d:
Reference number:
HGFEDCBA
A S
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N US Army Corps of Engineers ®
Alaska District
M D
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SYSTEMS LISTBUILDING LIST
BLDG ID CLEAR BLDG
NUMBER
DESCRIPTION
CONSTRUCTION PACKAGES AND VOLUMES LEGEND
GENERAL INFORMATION, NAMING CONVENTIONS AND LEGENDS
EXISTING
100 LRDR SITE SITE RELATED
900 BUILDING 900 MISSION CONTROL FACILITY
SSPARS800
901 BUILDING 901 LRDR POWER PLANT
902 BUILDING 902 LRDR EQUIPMENT SHELTER
903 BUILDING 903 ENTRY CONTROL FACILITY
904 BUILDING 904 FUEL STORAGE VAULT
MAINTAINANCE FACILITY906 BUILDING 906
LRDR SUBSTATION
ABRREV CONSTRUCTION
PACKAGE
VOLUME AND TASK
CP1-A
CONSTRUCTION
PACKAGE 1
VOLUME 1 (TASK A)
CP1-B
CONSTRUCTION
PACKAGE 1
VOLUME 2 (TASK B & D)
CP1-D
CONSTRUCTION
PACKAGE 1
VOLUME 2 (TASK B & D)
CP1-H
CONSTRUCTION
PACKAGE 1
VOLUME 3 (TASK H)
CP2-E
CONSTRUCTION
PACKAGE 2
VOLUME 1 (TASK E)
CP3-C
CONSTRUCTION
PACKAGE 3
VOLUME 1 (TASK C)
CP3-F
CONSTRUCTION
PACKAGE 3
VOLUME 2 (TASK F)
CP4-G
CONSTRUCTION
PACKAGE 4
VOLUME 1 (TASK G)
RADAR RADAR PRIME INTREFACE
REDUNDANT GROUP LETTER DEFINES THE REDUNDANT EQUIPMENT
"TRAIN" TO WHICH A PIECE OF EQUIPMENT BELONGS (I.E. PUMPS "A" AND
"B" WOULD BE TAGGED AS P-90131001A AND P-90131001B). THE INTENT IS
FOR EQUIPMENT BELONGING TO A COMMON "TRAIN" TO SHARE A
COMMON "A" OR "B" DESIGNATOR. FOR EXAMPLE THE ABOVE MENTIONED
P-90131001A AND P-90131001B WOULD BE FED FROM THE "A" AND "B"
ELECTRICAL BUS, RESPECTIVELY. REDUNDANT EQUIPMENT THAT IS NOT
"A" OR "B" SUCH AS THE THIRD PUMP IN A CONFIGURATION WITH THREE
50% PUMPS WOULD BE "C" AND WOULD BE SERVED ELECTRICALLY FROM
"C" BUS THAT SWITCHES FROM "A" TO "B".
REDUNDANT GROUP LETTERS NOT PROVIDED FOR EQUIPMENT THAT IS
NOT REDUNDANT (I.E. A SINGLE HEATING WATER PUMP WOULD BE
TAGGED AS P-90121002).
SHEET NOTES:
907 BUILDING 907
VOLUME 1 (TASK J)
PROJECT ENTITIES & CONSTRUCTION PACKAGE REFERENCES
INTERFACES BETWEEN PROJECT ENTITIES SHALL NOT
REFERENCE ANOTHER PROJECT ENTITY WITHOUT CALLOUT "BY OTHERS". REFERENCES BETWEEN ENTITIES SHALL USE DESIGNATIONS
FROM PROJECT ENTITY LIST.
PROJECT ENTITIES & PACKAGES LIST:
BY RADAR PRIME
BY GOVERNMENT
BY GVEA
BY CP1 OR BY CP1-A/B/H ( OPTIONAL TO INCLUDE TASK ID)
BY CP2
BY CP3 OR BY CP3-C/F
BY CP4
BY CP5
NOTES:
1. REFERENCES TO LOCKHEED MARTIN ARE CALLED OUT AS " RADAR PRIME".
2. REFERENCES TO GOVERNMENT PROVIDED ARE CALLED OUT AS "BY GOVERNMENT".
3. REFERENCES TO GOLDEN VALLEY ELECTRIC ASSOCIATION ARE CALLED OUT AS "BY GVEA".
1. REFER TO BUILDING LIST FOR BUILDING NAME AND
ASSOCIATED ACRONYM.
2. ITEMS REFERENCED BETWEEN CONSTRUCTION PACAKAGES
ARE CALLED OUT UTILIZING CONSTRUCTION PACKAGE
DESIGNATIONS FROM CONSTRUCTION PACKAGE & VOLUME
LIST. EXAMPLE : CABLE SERVING ECF FROM MCF CALLED OUT
ON THE MCF DRAWINGS (CP1-B) AS PROVIDED BY "CP2-E".
3. NOTE REFERENCES TO ANOTHER PACKAGE FOR ADDITIONAL
INFORMATION CAN IDENTIFY ENTITY BY CONSTRUCTION
PACKAGE OR TITLE. EXAMPLE " FOR POTABLE WATER
CONNECTION, SEE CP1-A"
CALLOUT TO OTHER ENTITY OR PACKAGE
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I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
G n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e g o n
A
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D e s c r i p t i o n A p p v d
C I T
Y
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R e c o m m e n d e d
A p p r o v e d
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R e v i e w e d
U S
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Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
VICINITY MAP
C
L
E
R
P
O
P
V
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S
M
N
D
E
R
S
A
D
AN
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M
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ES
N
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FA
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BA
N
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M
IL
ES
COMPOSITE
AREA
AN
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SO
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IL
ES
PA
RK
H
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H
W
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LA
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S
AN
SI
N
G
R A
D A
R A
VEN
U
E
"E" STREET
"A" STREET
LO
O
P
OLD CAMP AREA
TEMPORARY
WORK FORCE CAMP
LOCATION MAP
LOCATION AND VICINITY MAP
0 375' 750'
SCALE: 1" = 750'
2250'1500'
PLAN NORTH
CLEAR AIR FORCE
STATION (CAFS) BOUNDARY
UEWR / SSPARS BLDG 800
GOVERNMENT
CONTRACTOR TRAILERS
FIRE STATION
BLDG 204 CIVIL ENGINEERING
ADMINISTRATION OFFICE
AIR STATION MAIN GATE
GVEA 138KV OVERHEAD
POWER LINE
HAUL ROUTE
GVEA SUBSTATION
GVEA POWER LINE
ACTIVE BORROW PIT, NO DISPOSAL
CLOSED LANDFILL
MONOFILL LANDFILL - CLOSED
HAUL ROUTE
"A" STREET
COMMUNICATION
(CIVILIAN)
RELAY STATION
HAUL ROUTE
ROAD
GCI COMMUNICATION
C A
M P
A
VE
N U
E
"B" ROAD
SHEET NOTES:
1. SEE SHEET G-100005E FOR CONTRACTOR LAYDOWN
AREAS, TRAILER, AND GENERAL WORK AREA LOCATIONS.
2. SEE SHEET ED100102A FOR TEMP POWER TO LAYDOWN
AREAS.
OPTIONAL BATCH
PLANT LOCATION
NEW BORROW SITE, NO DISPOSAL
LOOP ROAD
OPTIONAL BATCH PLANT AND
CONSTRUCTION WATER WELL LOCATION
OPTIONAL BATCH
PLANT AND
CONSTRUCTION
WATER WELL
LOCATION
ALASKA LAND MOBILE
RADIO (ALMR) NETWORK
BORESIGHT TOWER
O
W
Y
A
F
F
I C
LOOP ROAD
PROJECT
BOUNDARY
BITI DUCT BANK
COLD OVERFLOW PARKING
CP-1 BATCHPLANT LOCATION
AND CONSTRUCTION WELL
CP-2 TRAILERS
D/L
D/L
E
X
E
X
C
X
C
X
EDB
X
EDB
X
EG EG EG
X X X X X X X X
C
X
C
X
CWD CWD
CMP CMP
EP
F F
CDB
X
CDB
X
G G G
SDB
X
SDB
X
ES
X
ES
X
C
X
C
X
SDB
D
SDB
D
BS BS
SE SE
RW RW
DH DH
FWD FWD
POL POL
W W
RD RD
SS SS
BURIED COMMUNICATIONS DUCT BANK
BURIED COMMUNICATIONS DUCT BANK, DEMOLITION
BURIED COOLING WATER PRIMARY & AUXILIARY DISCHARGE
BURIED CORRUGATED METAL PIPE
BURIED DISTRICT HEAT
BURIED RAW WATER
BURIED ELECTRICAL DUCT BANK (MV or LV)
BURIED ELECTRICAL DUCT BANK, DEMOLITION
BURIED ELECTRICAL SECONDARY
BURIED ELECTRICAL SECONDARY, DEMOLITION
BURIED FIRE PUMP TEST DISCHARGE
BURIED PETROLEUM / OIL / LUBRICANTS
BURIED POTABLE WATER
BURIED PRIMARY COMMUNICATIONS
BURIED ROOF DRAIN
BURIED SANITARY SEWER
BURIED SENSOR CABLE
BURIED SHIELDED ELECTRIC
BURIED SHIELDED DUCTBANK
BURIED SHIELDED DUCTBANK, DEMOLITION
CURB / WALL
CURB & GUTTER
CUT LIMIT LINE
DEMOLITION, FEATURES
DITCH CENTERLINE
DITCH LIMITS
ELECTRICAL OVERHEAD (MV) PRIMARY
ELECTRICAL UNDERGROUND (MV) PRIMARY
EDGE OF ASPHALT PAVEMENT
EDGE OF GRAVEL
EDGE OF WATER
FACILITY
FENCE LINE
FILL LIMIT LINE
FIRE PROTECTION WATER
GROUND GRID
OVERHEAD COMMUNICATIONS
OVERHEAD COMMUNICATIONS, DEMOLITION
PERIMETER PASSIVE VEHICLE BARRIER PRECAST
CONCRETE BLOCK
RAILROAD
RETENTION AREA BOTTOM
SHOULDER
PERIMETER PASSIVE VEHICLE BARRIER BOLLARD ARRAY
D/L
D/L
E E
E E
EDB EDB
X X X X X X X X
C C
CDB CDB
CWD CWD
RW RW
W W
CMP CMP
RD RD
SS SS
DH DH
FWD FWD
F F
POL POL
EDB
D
EDB
D
CDB
D
CDB
D
G G G
SDB SDB
SH SH SH
BS BS
SE SE
ES ES
ES
D
ES
D
C C
C
D
C
D
EP
SDB
D
SDB
D
ASPHALT PAVEMENT SURFACE
CONCRETE
FINISH FLOOR
GRAVEL SURFACE
TOPSOIL & SEED
ACCESS GATE
BUILDINGS
COMMUNICATIONS BCM
COMMUNICATION PEDESTAL
CPP / STEEL PIPE CASING
CULVERT
DISCHARGE LINE
HEADWALL / STRUCTURES
ELECTRICAL DISTRIBUTION BOX
ELECTRIC BCM
ELECTRIC PEDISTAL / VAULT
EXTERIOR LIGHTING POLE
FINISH FLOOR
FIRE HYDRANT
FLOOD LIGHT
FLOODS LIGHT WITH SUPPORTS
FUEL SIGN MARKER
GROUNDING WELL
GUARD POST / BOLLARD
GUY ANCHOR
GUY POLE
JUNCTION BOX
LOCATION AND ID OF JAN 2015
SOIL BORINGS
LOCATION AND ID OF SEP / OCT
2015 SOIL BORINGS
MAJOR CONTOUR
MINOR CONTOUR
MONITORING WELL
VEHICLE TRAFFIC BARRIER
J
E
C
C
E
MW
F.F.
F
AP-2173
AP-2196
EDB
V
CP-1 A
CP-1 B
V
MW
X
X
X
X
X
RD
V
MONITORING WELL
VEHICLE TRAFFIC BARRIER
(TYPE 1 BOULDER)
POINT OF CONNECTION
ROOF DRAIN
SECURITY CAMERA
SEWER CLEANOUT
SEWER / ELECTRICAL /
COMMUNICATIONS MANHOLE
SIGN / BOLLARD MOUNTED SIGN
SIGN WITH POSTS
SPOT ELEVATION
STAKED AUGER POINT
STEEL BARRICADE
STORM DRAIN
SURVEY MONUMENT
TRANSFORMER
TRANSFORMER WITH PAD
UTILITY POLE
VALVE
VEHICLE HEATER OUTLET
VENT
WELL HEAD
R b
M D
A
W K
B R
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
G n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
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S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
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S
O
F
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N G
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E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
DETAIL SYMBOL
SECTION SYMBOL
LEGEND ABBREVIATIONS
DETAIL AND SECTION IDENTIFICATION
G-100004E
SECTION IS SHOWN ON
SECTION IDENTIFICATION
SECTION IS SHOWN ON
DETAIL IDENTIFICATION
GENERAL NOTES & LEGEND
NEW EXISTING DESCRIPTION
G-100004E
1. FEATURES IN THE TOPO SURVEY THAT WERE DEMOLISHED AS PART OF THE PREVIOUS PROJECT ARE NOT
SHOWN IN THE SITE PLANS. SEE DEMOLITION PLAN FOR EXTENT OF DEMOLITION IN CONSTRUCTION
PACKAGE 1.
2. CONTRACTOR IS REQUIRED TO OBTAIN UTILITY LOCATES PER SPECIFICATION SECTION 01 35 26.02 00, GOVERNMENTAL SAFETY REQUIREMENTS.
3. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL HAVE CLEARANCE AS SPECIFIED IN 01 19 30.02 29.
4. THE GRAVEL PAD FOR THE CONSTRUCTION SITE WAS CONSTRUCTED WITH CONSTRUCTION PACKAGE 1.
GEOTECHNICAL
1. GEOTECHNICAL REPORT DATED NOVEMBER 24, 2015 WAS PROVIDED TO USACE BY GOLDER ASSOCIATES. IN
FEB 2016, SHANNON & WILSON INC PROVIDED GEOTECHNICAL RECOMMENDATIONS BASED ON THAT REPORT.
SURVEY CONTROL NOTES
1. THE TOPOGRAPHIC SURVEY DATED DECEMBER 17, 2014, WAS PROVIDED BY USACE. THE FIELD WORK WAS
PERFORMED BETWEEN SEPTEMBER 14, 2014 AND OCTOBER 23, 2014 BY DOWL HKM. ADDITIONAL SURVEY
WAS PERFORMED BETWEEN AUGUST 24, 2015 AND OCTOBER 3, 2015 ALSO BY DOWL HKM. THAT INFORMATION
HAS BEEN ADDED TO THE DECEMBER 2014 SURVEY, WHICH WAS UPDATED NOVEMBER 2, 2015. THIS SURVEY
INFORMATION IS SHOWN IN THE BACKGROUND OF THE PLAN SHEETS REPRESENTING THE EXISTING
CONDITIONS OF THE SITE.
2. EXHIBIT 1, SHEET V-100001E, REFERENCES THE TOPOGRAPHIC SURVEY. IT PROVIDES AN INDEX OF THOSE
SHEETS, SURVEY CONTROL, NOTES, AND MONUMENT.
NEW EXISTING DESCRIPTION
NEW EXISTING DESCRIPTION NEW EXISTING DESCRIPTION
GENERAL NOTES
AAA ARRAY ASSEMBLY AREA FOR LES
ABREV ABBREVIATION
AC ASPHALT CONC OR ASBESTOS CEMENT
ACM ASBESTOS CONTAINING MATERIAL
AFVA AIR FORCE VISUAL AID
ALMR ALASKA LAND MOBILE RADIO NETWORK
APPROX APPROXIMATE
AST ABOVE GROUND STORAGE TANK
AUX AUXILIARY
BITI BASE INFORMATION TRANSPORT INFRASTRUCTURE
BOUNDARY LINE
BLDG BUILDING
BTWN BETWEEN
C CONDENSATE RETURN OR ELEC CABINET
CFZ CONSTRUCTION FREE ZONE
CHPP CENTRAL HEATING AND POWER PLANT
℄ CENTERLINE
CMP CORRUGATED METAL PIPE
COMM COMMUNICATIONS
CONC CONCRETE
CO CLEAN OUT
CWD COOLING WATER DISCHARGE
CP CONSTRUCTION PACKAGE
CPP CORRUGATED PLASTIC PIPE
DB DIRECT BURY
DEMO, (D) DEMOLISH
DIA DIAMETER
D/L, DL DRAINAGE LINE
Ø DIAMETER OR ROUND
(E), EX EXISTING
EA EACH
ECF ENTRY CONTROL FACILITY
EG EXISTING GRADE OR EDGE OF GRAVEL
EL, ELEV ELEVATION
ELEC ELECTRIC
EP EDGE OF PAVEMENT, END PIPE
F FUEL LINE
FH FIRE HYDRANT
FV FUEL VAULT
FWD FIRE WATER DISCHARGE
GA GAUGE
GALV GALVANIZED
GSP GALVANIZED STEEL PIPE
GV GATE VALVE
HBH HEAD BOLT HEATER
HDPE HIGH DENSITY POLYETHYLENE
HORZ HORIZONTAL
IE INVERT ELEVATION
LES LRDR EQUIPMENT SHELTER
LPP LRDR POWER PLANT
LRDR LONG RANGE DISCRIMINATION RADAR
MCF MISSION CONTROL FACILITY
MECH MECHANICAL
MF MAINTENANCE FACILITY
MFG'S MANUFACTURER'S
MH MANHOLE
MIL MILLIMETER
MIN MINIMUM
MJ MECHANICAL JOINT
MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
NO. NUMBER
NPT NATIONAL PIPE THREAD
OC, O.C. ON CENTER
OCEW ON CENTER EACH WAY
OD, O.D. OUTSIDE DIAMETER
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE or PORTLAND
CEMENT CONCRETE
PE POLYETHYLENE, PLAIN END
POL PETROLEUM, OIL, LUBRICANTS
PRC POINT OF REVERSE CURVATURE
PSI POUNDS PER SQUARE INCH
PT POINT OF TANGENCY
PVMNT PAVEMENT
PW POTABLE WATER PIPELINE
SCH SCHEDULE
SD STORM DRAIN
SF SQUARE FEET
SGCP SECURITY GATE CONTROL PANEL
SH SHOULDER
SS SANITARY SEWER
SSL-A SECURITY SYSTEM LEVEL A
SSMH SANITARY SEWER MANHOLE
SSPARS SOLID-STATE PHASED ARRAY RADAR SYSTEM; SEE G-100003E FOR
SSPARS AREA LOCATION.
TBC TOP BACK OF CURB
TEA TRANSPORTATION ENGINEERING AGENCY (SDDCTEA) MILITARY SURFACE
DEPLOYMENT AND DISTRIBUTION COMMAND (SDDC)
TOC TOP OF CONDUIT
TWC TEMPORARY WORKFORCE CAMP
TYP TYPICAL
UGE UNDERGROUND ELEC
USACE UNITED STATES ARMY CORPS OF ENGINEERS
VERT VERTICAL
W/ WITH
ABREV DESCRIPTION ABREV DESCRIPTION
UTILIDOR
TOP=590.01
A
G
E
U
G
E
ABOVE GROUND
SECTION
OF 6" DIP PIPE
12" CMP
NE INV=585.00
SW INV=585.45
E X
E
X
E
X
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
G
D
L
D
L
D
L
D L
E
P
E
P
U
G
E
E
P
E
P
E
P
C
D
B
X
E
X
E
X
C
D
B
X
126 127
D
L
C
M
P
C
M
P
D
L
CDB
X
D
L
ECF GRID A1
N 168134.7
E 190669.0
ECF GRID A2
N 168112.0
E 190686.6
E
G
UTILIDOR
TOP=590.01
A
G
E
U
G
E
ABOVE GROUND
SECTION
OF 6" DIP PIPE
12" CMP
NE INV=585.00
SW INV=585.45
E X
E
X
E
X
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
G
D
L
D
L
D
L
D L
E
P
E
P
U
G
E
E
P
E
P
E
P
C
D
B
X
E
X
E
X
C
D
B
X
126 127
D
L
C
M
P
C
M
P
D
L
CDB
X
D
L
ECF GRID A1
N 168134.7
E 190669.0
ECF GRID A2
N 168112.0
E 190686.6
E
G
UTILIDOR
TOP=590.01
A
G
E
U
G
E
ABOVE GROUND
SECTION
OF 6" DIP PIPE
12" CMP
NE INV=585.00
SW INV=585.45
E X
E
X
E
X
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
G
D
L
D
L
D
L
E
P
E
P
U
G
E
E
P
E
P
E
P
C
D
B
X
E
X
E
X
C
D
B
X
126 127
D
L
C
M
P
C
M
P
D
L
CDB
X
D
L
ECF GRID A1
N 168134.7
E 190669.0
ECF GRID A2
N 168112.0
E 190686.6
E
G
UTILIDOR
TOP=590.01
A
G
E
U
G
E
ABOVE GROUND
SECTION
OF 6" DIP PIPE
12" CMP
NE INV=585.00
SW INV=585.45
E X
E
X
E
X
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
G
D
L
D
L
D
L
E
P
E
P
U
G
E
E
P
E
P
E
P
C
D
B
X
E
X
E
X
C
D
B
X
126 127
D
L
C
M
P
C
M
P
D
L
CDB
X
D
L
ECF GRID A1
N 168134.7
E 190669.0
ECF GRID A2
N 168112.0
E 190686.6
E
G
PLAN NORTH
SEPTEMBER 1, 2019 - JANUARY 1, 2020
MARCH 1, 2018 - MARCH 1, 2019
RADAR PRIME
CP-1 TRAILERS
USACE AND MDA
RADAR PRIME
LAYDOWN AREA
CP-2 TRAILERS
CP-5 TRAILERS
CP-5
CONSTRUCTION
CP-3 LAYDOWN AREA
CP-1 CONSTRUCTION
CP-3 TRAILERS
CP-2 TRAILERS
CP-1 TRAILERS
CP-3 CONSTRUCTION
CP-2 LAYDOWN AREA ECF ACCESSIBLE AND
SUBSTANTIALLY COMPLETE BY AUGUST 1, 2019
RADAR PRIME
RADAR PRIME
TEMPORARY WORKFORCE CAMP
CP-3 LAYDOWN AREA
CP-3 TRAILERS
RADAR PRIME
LAYDOWN AREA
L
O
A
D
L
O
A
D
L
O
A
D
CP#1 BATCH
PLANT LOCATION
TEMPORARY WORKFORCE CAMP
OPTIONAL LOCATION
CONCRETE BATCH
PLANT CONSTRUCTION
AND WATER WELL
OPTIONAL LOCATION CONCRETE BATCH
PLANT CONSTRUCTION AND WATER WELL
SHEET NOTES:
RADAR PRIME
SPRUNG
STRUCTURE
RADAR PRIME
USACE AND MDA
RADAR PRIME
SPRUNG STRUCTURE
RADAR PRIME
USACE AND MDA
RADAR PRIME
SPRUNG STRUCTURE
CP-1 CONSTRUCTION / LAYDOWN AREA
CP-2 CONSTRUCTION / LAYDOWN AREA
CP-3 CONSTRUCTION
CP-4 CONSTRUCTION
LAYDOWN AREA
CP-1 LAYDOWN AREA
RADAR PRIME ACCESS
THROUGH UTILIDOR
CP#5 CONTRACTOR
SHALL MAINTAIN 75
FEET STANDOFF FROM
BMEWS UTILIDOR,
BUILDINGS AND
DEMOLITION ACTIVITIES
ACCESS TO CP-5 PROJECT AREA
AND LAYDOWN AREA. COORDINATE
WITH CP-1 CONTRACTOR
CP-3 LAYDOWN AREA
CP-3 TRAILERS
CP-2 TRAILERS
RADAR PRIME
LAYDOWN AREA
L
O
A
D
TEMPORARY WORKFORCE CAMP
OPTIONAL LOCATION CONCRETE BATCH
PLANT CONSTRUCTION AND WATER WELL
RADAR PRIME
USACE AND MDA
RADAR PRIME
SPRUNG STRUCTURE
CP-3 CONSTRUCTION
CP-4 CONSTRUCTION
LAYDOWN AREA
JUNE 1, 2019 - AUGUST 1, 2019
CP-2
LAYDOWN
AREA
FEBRUARY 2020 - AUGUST 2021
TEMPORARY WORKFORCE CAMP
CP-4 TRAILERS
CP-4 TRAILERS
CONTRACTOR LAYDOWN AREAS
0 200' 400'
SCALE: 1" = 400'
1200'800'
R a
M D
A
W K
B C
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
G n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
RTA SUBMITTAL 2018.02.14
V-100001E - SURVEY INDEX,
CONTROL NOTES, AND MONUMENTS
Drawing# Sheet V-100001E
CLR039
(X) AXIS: 300'
(ACTUAL / MEASURED)
Y
A
X I S
M
E A
S U
R E
D
Y
A
X I S
A
C T
U A
L
150 3000
EXHIBIT SCALE
NOTE:
1. SEE C-100102E FOR LOCATION
OF SOIL BORINGS.
2. ALL SOIL BORINGS NOT TO
SCALE.
R b
M D
A
W K
B R
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
B n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
OF SOIL BORINGS.
R b
M D
A
W K
B R
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
B n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
OF SOIL BORINGS.
R b
M D
A
W K
B R
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
B n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
OF SOIL BORINGS.
R b
M D
A
W K
B R
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
B n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
OF SOIL BORINGS.
R b
M D
A
W K
B R
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
B n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
OF SOIL BORINGS.
R b
M D
A
W K
B R
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
B n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
OF SOIL BORINGS.
R b
M D
A
W K
B R
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
B n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
OF SOIL BORINGS.
R b
M D
A
W K
B R
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
B n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
OF SOIL BORINGS.
R b
M D
A
W K
B R
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
B n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
OF SOIL BORINGS.
R b
M D
A
W K
B R
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
B n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
OF SOIL BORINGS.
2. ALL SOIL BORINGS NOT TO
SCALE.
1-2-1-1
1-6-15-12
10-14-13
6-3-2
S
S S
S S
S S
S
S-1
S-2
S-3
S-4
Gray-brown, Silty Sand (SM); moist.
Mottled light gray and gray-brown Silt with Sand (ML); moist;
occasional fine organics; 1/2-inch thick silty sand seams.
Gray-brown, Well-Graded to Poorly Graded Gravel with Sand, Silt, and Cobble (GW-GM, GP-GM); moist; subround gravel and cobble; less than 10% silt; cobbles indicated by drill action.
Gray-brown, Well-Graded to Poorly Graded Sand with Silt
(SW-SM, SP-SM); moist; less than 10% silt.
Bottom of borehole at 11.5 feet.
2.0
5.8
9.0
11.5
G
C
Figure A-7
Fines Content (%)
20 40 60 80
PDC INC. ENGINEERS
D e p t h f t
F r o z e n
G r a p h i c
L o g
M o i s t u r e
F i n e s
Blows Per
6 Inches
R e c o v e r y i n
Project Name:
Project Number:
Client:
Project Location:
Vertical Datum:
Ground Elevation:
Horizontal Datum:
Northing:
Easting:
Wininger Drilling
Air Rotary - Downhole Hammer
Mobile B53
4.5" OD Tubex
Down hole hammer
9/18/2016
9/18/2016
Symbol Key And Definitions
Plastic Limit
Liquid Limit
Moisture Content parts per million
Photoionization Detector
Particles smaller than .075mm
PL
LL
MC
ppm
PID
Fines
3in O.D split spoon
2in O.D split spoon
3in O.D thin wall tube
Grab sample
Core sample
Water depth and date
Frozen ground
3SS
2SS
3TT
Auto Hammer
340 Pound
30 Inch Drop
S a m p l e
M e t h o d
Depth Scale: 1 inch = 5 feet S a m p l e
N u m b e r
20 40 60 80
PL LLMC
Uncorrected Blow Count
20 40 60 80
LRDR MCF
14026AN
USACE
Clear, AFS
NGVD29, US feet
589.3
Local - Clear, AFS
168451
190592
Driller:
Method:
Drill Rig:
Hole Diameter:
Casing Type:
Drill Bit(s):
Begin Date:
End Date:
Groundwater:
Sheet 1 of 1
LOG OF BORING AP-2180 (RD)
P p p m
D e p t h f t
Drilled by: Frank Wininger
Logged by: Quentin Gehring
MATERIAL DESCRIPTION
P D
C
I N
C
E
N G
I N
E E
G
P
G
I N
E E
R S
G
C
U
S E
R S
P
U B
L I C
D
O C
U M
E N
T S
B
E N
T L E
Y G
I N
T P
R O
J E
C T
S A
N L R
D R
M
C F
G
P J
S
S S
S S
S S
S S
S S
S S
S
S-1
S-2
S-3
S-4
S-5
S-6
S-7
1.1
Brown Silt (ML); moist; scattered fine organics.
Gray-brown, Silty Sand (SM); moist.
Mottled light gray and gray-brown Silt (ML); moist; occasional fine organics.
Gray-brown, Poorly Graded Sand with Silt and Gravel (SP-SM);
moist; less than 10% silt.
Gray-brown, Poorly Graded Gravel with Sand, Silt, and Cobble
(GP-GM); moist; subround gravel and cobble; less than 10% silt;
cobbles indicated by drill action.
Bottom of borehole at 21.5 feet.
1-1-1
1-1-2
1-1-1
7-7-6
2-3-7
25-37-50/2"
17-22-25
0.5
2.5
7.0
12.0
21.5
G
C
Figure A-2
Fines Content (%)
20 40 60 80
PDC INC. ENGINEERS
D e p t h f t
F r o z e n
G r a p h i c
L o g
M o i s t u r e
F i n e s
Blows Per
6 Inches
R e c o v e r y i n
Project Name:
Project Number:
Client:
Project Location:
Vertical Datum:
Ground Elevation:
Horizontal Datum:
Northing:
Easting:
Wininger Drilling
Air Rotary - Downhole Hammer
Mobile B53
5.5
4.5" OD Tubex
Down hole hammer
9/9/2016
9/9/2016
Symbol Key And Definitions
Plastic Limit
Liquid Limit
Moisture Content parts per million
Photoionization Detector
Particles smaller than .075mm
PL
LL
MC
ppm
PID
Fines
3in O.D split spoon
2in O.D split spoon
3in O.D thin wall tube
Grab sample
Core sample
Water depth and date
Frozen ground
3SS
2SS
3TT
Auto Hammer
340 Pound
30 Inch Drop
S a m p l e
M e t h o d
Depth Scale: 1 inch = 5 feet S a m p l e
N u m b e r
20 40 60 80
PL LLMC
Uncorrected Blow Count
20 40 60 80
LRDR MCF
14026AN
USACE
Clear, AFS
NGVD29, US feet
589.7
Local - Clear, AFS
168500.9
190591.8
Driller:
Method:
Drill Rig:
Hole Diameter:
Casing Type:
Drill Bit(s):
Begin Date:
End Date:
Groundwater:
Sheet 1 of 1
LOG OF BORING AP-2210 (TB-06)
P p m
D e p t h f t
Drilled by: Frank Wininger
Logged by: Quentin Gehring
MATERIAL DESCRIPTION
P D
C
I N
C
E
N G
I N
E E
G
P
G
I N
E E
R S
G
C
U
S E
R S
P
U B
L I C
D
O C
U M
E N
T S
B
E N
T L E
Y G
I N
T P
R O
J E
C T
S A
N L R
D R
M
C F
G
P J
1-1-1
1-6-11
3-6-9
4-3-4
9-15-22
18-26-22
4-7-9-15
S
S
S S
S
S
S S
S
S
S S
S
S
S-1
S-2
S-3
S-4
S-5
S-6
S-7
1.6
1.2
Gray-brown, Well-Graded to Poorly Graded Sand with Silt
(SW-SM, SP-SM); moist; less than 10% fine subround gravel; less than 10% silt; scattered thin roots less than 1/4-inch in top 0.5 feet.
Mottled light gray and gray-brown Silt (ML); moist to wet from 3 to 3.5 feet; occasional fine organics; visible free water in sample bag from 3 to 3.5 feet.
Gray-brown, Well-Graded to Poorly Graded Gravel with Sand and Cobble (GW, GP); moist; subround gravel and cobble; less than 5% silt; cobbles indicated by drill action.
Gray-brown, Silty Sand (SM); moist; less than 20% silt.
Gray-brown, Poorly Graded Gravel with Sand and Cobble (GP);
moist; subround gravel and cobble; less than 5% silt; cobbles indicated by drill action.
Gray-brown, Well-Graded to Poorly Graded Sand with Silt
(SW-SM, SP-SM); moist; less than 10% silt.
Bottom of borehole at 19.5 feet.
2.0
3.5
8.5
9.0
16.5
19.5
G
C
Figure A-1
Fines Content (%)
20 40 60 80
PDC INC. ENGINEERS
D e p t h f t
F r o z e n
G r a p h i c
L o g
M o i s t u r e
F i n e s
Blows Per
6 Inches
R e c o v e r y i n
Project Name:
Project Number:
Client:
Project Location:
Vertical Datum:
Ground Elevation:
Horizontal Datum:
Northing:
Easting:
Wininger Drilling
Air Rotary - Downhole Hammer
Mobile B53
5.5
4.5" OD Tubex
Down hole hammer
9/10/2016
9/10/2016
Symbol Key And Definitions
Plastic Limit
Liquid Limit
Moisture Content parts per million
Photoionization Detector
Particles smaller than .075mm
PL
LL
MC
ppm
PID
Fines
3in O.D split spoon
2in O.D split spoon
3in O.D thin wall tube
Grab sample
Core sample
Water depth and date
Frozen ground
3SS
2SS
3TT
Auto Hammer
340 Pound
30 Inch Drop
S a m p l e
M e t h o d
Depth Scale: 1 inch = 5 feet S a m p l e
N u m b e r
20 40 60 80
PL LLMC
Uncorrected Blow Count
20 40 60 80
LRDR MCF
14026AN
USACE
Clear, AFS
NGVD29, US feet
589.6
Local - Clear, AFS
168466.6
190544.4
Driller:
Method:
Drill Rig:
Hole Diameter:
Casing Type:
Drill Bit(s):
Begin Date:
End Date:
Groundwater:
Sheet 1 of 1
LOG OF BORING AP-2209 (TB-05)
P p m
D e p t h f t
Drilled by: Frank Wininger
Logged by: Quentin Gehring
MATERIAL DESCRIPTION
P D
C
I N
C
E
N G
I N
E E
G
P
G
I N
E E
R S
G
C
U
S E
R S
P
U B
L I C
D
O C
U M
E N
T S
B
E N
T L
E Y
G
I N
T P
R O
J E
C T
S
A N
L
R D
R
M C
F G
J
R b
M D
A
W K
B R
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
B n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
OF SOIL BORINGS.
2. ALL SOIL BORINGS NOT TO
SCALE.
1-1-1
8-13-20
9-50/2"
20-26-56
15-14-13
12-21-17
12-24-61
S
S
S S
S
S
S S
S
S
S S
S
S
S-1
S-2
S-3
S-4
S-5
S-6
S-7
Brown Silt (ML); moist; scattered fine organics.
Gray-brown, Silty Sand (SM); moist; less than 50 % silt;
occasional fine organics and thin roots less than 1/4-inch.
Gray-brown, Well-Graded Gravel with Sand, Silt, and Cobble
(GW-GM); moist; subround gravel and cobble; less than 10% silt;
cobbles indicated by drill action.
Bottom of borehole at 21.5 feet.
0.5
2.0
21.5
G
C
Figure A-3
Fines Content (%)
20 40 60 80
PDC INC. ENGINEERS
D e p t h f t
F r o z e n
G r a p h i c
L o g
M o i s t u r e
F i n e s
Blows Per
6 Inches
R e c o v e r y i n
Project Name:
Project Number:
Client:
Project Location:
Vertical Datum:
Ground Elevation:
Horizontal Datum:
Northing:
Easting:
Wininger Drilling
Air Rotary - Downhole Hammer
Mobile B53
5.5
4.5" OD Tubex
Down hole hammer
9/9/2016
9/9/2016
Symbol Key And Definitions
Plastic Limit
Liquid Limit
Moisture Content parts per million
Photoionization Detector
Particles smaller than .075mm
PL
LL
MC
ppm
PID
Fines
3in O.D split spoon
2in O.D split spoon
3in O.D thin wall tube
Grab sample
Core sample
Water depth and date
Frozen ground
3SS
2SS
3TT
Auto Hammer
340 Pound
30 Inch Drop
S a m p l e
M e t h o d
Depth Scale: 1 inch = 5 feet S a m p l e
N u m b e r
20 40 60 80
PL LLMC
Uncorrected Blow Count
20 40 60 80
LRDR MCF
14026AN
USACE
Clear, AFS
NGVD29, US feet
589.7
Local - Clear, AFS
168466.5
190639.5
Driller:
Method:
Drill Rig:
Hole Diameter:
Casing Type:
Drill Bit(s):
Begin Date:
End Date:
Groundwater:
Sheet 1 of 1
LOG OF BORING AP-2211 (TB-07)
P p m
D e p t h f t
Drilled by: Frank Wininger
Logged by: Quentin Gehring
MATERIAL DESCRIPTION
P D
C
I N
C
E
N G
I N
E E
G
P
G
I N
E E
R S
G
C
U
S E
R S
P
U B
L I C
D
O C
U M
E N
T S
B
E N
T L
E Y
G
I N
T P
R O
J E
C T
S
A N
L
R D
R
M C
F G
P J
1-1-1
1-1-9
9-17-21
10-15-21
12-18-21
15-16-18
14-19-22
S
S S
S S
S S
S S
S S
S S
S
S-1
S-2
S-3
S-4
S-5
S-6
S-7
1.2
Gray-brown, Well-Graded Sand with Silt (SW-SM); moist; less than 10% silt; occasional fine organics and thin roots less than
1/4-inch; oxidation staining.
Light gray-brown, Silt with Sand (ML); moist; less than 30% sand.
Mottled light gray and gray-brown Silt (ML); moist to wet from
3.5 to 3.8 feet; occasional fine organics and thin roots less than
1/4-inch.
Gray-brown, Well-Graded Sand with Silt (SW-SM); moist; less than 10% silt; oxidation staining.
Gray-brown, Well-Graded Gravel with Sand, Silt, and Cobble
(GW-GM); moist; subround gravel and cobble; less than 10% silt;
cobbles indicated by drill action.
Bottom of borehole at 21.5 feet.
1.0
3.0
3.8
4.5
21.5
G
C
Figure A-4
Fines Content (%)
20 40 60 80
PDC INC. ENGINEERS
D e p t h f t
F r o z e n
G r a p h i c
L o g
M o i s t u r e
F i n e s
Blows Per
6 Inches
R e c o v e r y i n
Project Name:
Project Number:
Client:
Project Location:
Vertical Datum:
Ground Elevation:
Horizontal Datum:
Northing:
Easting:
Wininger Drilling
Air Rotary - Downhole Hammer
Mobile B53
5.5
4.5" OD Tubex
Down hole hammer
9/9/2016
9/9/2016
Symbol Key And Definitions
Plastic Limit
Liquid Limit
Moisture Content parts per million
Photoionization Detector
Particles smaller than .075mm
PL
LL
MC
ppm
PID
Fines
3in O.D split spoon
2in O.D split spoon
3in O.D thin wall tube
Grab sample
Core sample
Water depth and date
Frozen ground
3SS
2SS
3TT
Auto Hammer
340 Pound
30 Inch Drop
S a m p l e
M e t h o d
Depth Scale: 1 inch = 5 feet S a m p l e
N u m b e r
20 40 60 80
PL LLMC
Uncorrected Blow Count
20 40 60 80
LRDR MCF
14026AN
USACE
Clear, AFS
NGVD29, US feet
589.4
Local - Clear, AFS
168410.5
190621.4
Driller:
Method:
Drill Rig:
Hole Diameter:
Casing Type:
Drill Bit(s):
Begin Date:
End Date:
Groundwater:
Sheet 1 of 1
LOG OF BORING AP-2212 (TB-08)
P p m
D e p t h f t
Drilled by: Frank Wininger
Logged by: Quentin Gehring
MATERIAL DESCRIPTION
P D
C
I N
C
E
N G
I N
E E
G
P
G
I N
E E
R S
G
C
U
S E
R S
P
U B
L I C
D
O C
U M
E N
T S
B
E N
T L E
Y G
I N
T P
R O
J E
C T
S A
N L R
D R
M
C F
G
P J
1-2-1
1-0-5
5-12-17
30-41-43
14-25-12
6-50/4"
18-29-29
S
S
S S
S
S
S S
S
S
S S
S
S
S-1
S-2
S-3
S-4
S-5
S-6
S-7
2.5
1.6
Brown Silt (ML); moist; scattered fine organics.
Light gray-brown, Silty Sand (SM); moist; less than 20% silt.
Mottled light gray and gray-brown Silt with Sand (ML); moist to wet from 3.5 to 3.8 feet; occasional fine organics and thin roots less than 1/4-inch.
Gray-brown, Well-Graded Sand with Silt (SW-SM); moist; less than 10% silt; less than 10% fine subround gravel.
Gray-brown, Well-Graded to Poorly Graded Gravel with Sand, and Cobble (GW, GP); moist; subround gravel and cobble; less than 10% silt; cobbles indicated by drill action.
Bottom of borehole at 21.5 feet.
1.0
2.5
3.8
6.0
21.5
G
C
Figure A-5
Fines Content (%)
20 40 60 80
PDC INC. ENGINEERS
D e p t h f t
F r o z e n
G r a p h i c
L o g
M o i s t u r e
F i n e s
Blows Per
6 Inches
R e c o v e r y i n
Project Name:
Project Number:
Client:
Project Location:
Vertical Datum:
Ground Elevation:
Horizontal Datum:
Northing:
Easting:
Wininger Drilling
Air Rotary - Downhole Hammer
Mobile B53
5.5
4.5" OD Tubex
Down hole hammer
9/10/2016
9/10/2016
Symbol Key And Definitions
Plastic Limit
Liquid Limit
Moisture Content parts per million
Photoionization Detector
Particles smaller than .075mm
PL
LL
MC
ppm
PID
Fines
3in O.D split spoon
2in O.D split spoon
3in O.D thin wall tube
Grab sample
Core sample
Water depth and date
Frozen ground
3SS
2SS
3TT
Auto Hammer
340 Pound
30 Inch Drop
S a m p l e
M e t h o d
Depth Scale: 1 inch = 5 feet S a m p l e
N u m b e r
20 40 60 80
PL LLMC
Uncorrected Blow Count
20 40 60 80
LRDR MCF
14026AN
USACE
Clear, AFS
NGVD29, US feet
589.6
Local - Clear, AFS
168410.6
190562.4
Driller:
Method:
Drill Rig:
Hole Diameter:
Casing Type:
Drill Bit(s):
Begin Date:
End Date:
Groundwater:
Sheet 1 of 1
LOG OF BORING AP-2213 (TB-09)
P p m
D e p t h f t
Drilled by: Frank Wininger
Logged by: Quentin Gehring
MATERIAL DESCRIPTION
P D
C
I N
C
E
N G
I N
E E
G
P
G
I N
E E
R S
G
C
U
S E
R S
P
U B
L I C
D
O C
U M
E N
T S
B
E N
T L
E Y
G
I N
T P
R O
J E
C T
S
A N
L
R D
R
M C
F G
P J
1-1-1-1
2-11-15
10-12-16
6-15-17
8-15-13
3-5-6
S
S S
S S
S S
S S
S S
S S
S
S-1
S-2
S-3
S-4
S-5
S-6
S-7
Brown Silt (ML); moist; occasional scattered fine organics and thin roots less than 1/4-inch.
Gray-brown, Poorly Graded Sand with Silt (SP-SM); moist; less than 15% silt.
Gray-brown, Well-Graded to Poorly Graded Gravel with Sand, Silt, and Cobble (GW-GM, GP-GM); moist; subround gravel and cobble; less than 10% silt; cobbles indicated by drill action.
Gray-brown, Well-Graded to Poorly Graded Sand with Silt
(SW-SM, SP-SM); moist; less than 10% silt; less than 10% fine subround gravel.
Bottom of borehole at 21.5 feet.
2.5
3.3
18.0
21.5
G
C
Figure A-6
Fines Content (%)
20 40 60 80
PDC INC. ENGINEERS
D e p t h f t
F r o z e n
G r a p h i c
L o g
M o i s t u r e
F i n e s
Blows Per
6 Inches
R e c o v e r y i n
Project Name:
Project Number:
Client:
Project Location:
Vertical Datum:
Ground Elevation:
Horizontal Datum:
Northing:
Easting:
Wininger Drilling
Air Rotary - Downhole Hammer
Mobile B53
5.5
4.5" OD Tubex
Down hole hammer
9/10/2016
9/10/2016
Symbol Key And Definitions
Plastic Limit
Liquid Limit
Moisture Content parts per million
Photoionization Detector
Particles smaller than .075mm
PL
LL
MC
ppm
PID
Fines
3in O.D split spoon
2in O.D split spoon
3in O.D thin wall tube
Grab sample
Core sample
Water depth and date
Frozen ground
3SS
2SS
3TT
Auto Hammer
340 Pound
30 Inch Drop
S a m p l e
M e t h o d
Depth Scale: 1 inch = 5 feet S a m p l e
N u m b e r
20 40 60 80
PL LLMC
Uncorrected Blow Count
20 40 60 80
LRDR MCF
14026AN
USACE
Clear, AFS
NGVD29, US feet
586.4
Local - Clear, AFS
168658.2
191332.3
Driller:
Method:
Drill Rig:
Hole Diameter:
Casing Type:
Drill Bit(s):
Begin Date:
End Date:
Groundwater:
Sheet 1 of 1
LOG OF BORING AP-2214 (TB-10)
P p m
D e p t h f t
Drilled by: Frank Wininger
Logged by: Quentin Gehring
MATERIAL DESCRIPTION
P D
C
I N
C
E
N G
I N
E E
G
P
G
I N
E E
R S
G
C
U
S E
R S
P
U B
L I C
D
O C
U M
E N
T S
B
E N
T L E
Y G
I N
T P
R O
J E
C T
S A
N L R
D R
M
C F
G
J
R b
M D
A
W K
B R
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
B n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
X
X
X
X
X
D
L
W
126 127
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
A
G
E
C
D
B
X
C D
B
X
XX
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
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
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
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
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
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
X
X
SH
E D
B
C D
B C
D B
S
H
S
H
W
X
B
S
B
S
B S
B S
B S
B S
B
S
B
S
B
S
B
S
B
S
B
S
B S
B
S
B
S
B
S
B
S
BS BS BS
D B
S
D
B
S
D
B
S
D
B
S
D B
S
DBS DBS
R
D
R
D
R
D
R
D
R
D
POL
P
O
L
P
O
L
P O
L
X
X
R D
W W
C D
B
F
S
S
S
S
D
H
D
H
D
H
D
H
D
H
E
D
B
E
D
B
C
W
D
CDB
X
C
D
B
X
C
D
B
X
C
D
B
X
C D
B
X
C
D
B
X
C
D
B
X
C
D
B
X
R
D
R
D
E
E E
E E
E E
EDB
X
EDB
X
EDB
X
CDB
X
C
D
B X
EDB
X
EDB
X
EDB
X
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D/L
S S
S
S
SSSS
E
G
E
G
E
G
E
G
E G
E
G
EGEG
R
D
CDB
X
E
G
E
G
E
G
E G
E
G
E
G
E
G
E G
E
G
E
G
E
G
E
G
D
L
D L
D L
D L
D L
D
L
D/L
D/L
D/L
C
D
B
X
C
D
B
X
C
D
B
X
C
D
B
X
C
D
B
X
D
L
D
L
D
L
D
L
D
L
D
L
D L
D
L
EG EG EG EG EG
F F
F
F
F
F
RW
F
F
F
F
F
EG
E G
E G
E G
E G
E G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E G
E G
SH SH SH SH
S
H
S
H
S
H
S
H
S
H
S H
S H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S H
S H
S H
S H
S H
S H
C
W
D
C
W
D
C
W
D
C
W
D
E
G
D
L
D
L
D
L
D
L
EG EG
E
G
E
G
E
G
E
G
E
G
E G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E G
E
G
E
G
E G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
EG
F
F F F C
W
D
CDB
X
C
D
B
X
C
D
B
X
C
D
B
X
C D
B
X
C
D
B
X
C
D
B
X
C
D
B
X
R
D
R
D
E
E E
E E
E E
EDB
X
EDB
X
EDB
X
CDB
X
C
D
B X
EDB
X
EDB
X
EDB
X
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D/L
S S
S
S
SSSS
E
G
E
G
E
G
E
G
E G
E
G
EGEG
R
D
CDB
X
E
G
E
G
E
G
E G
E
G
E
G
E
G
E G
E
G
E
G
E
G
E
G
D
L
D L
D L
D L
D L
D
L
D/L
D/L
D/L
C
D
B
X
C
D
B
X
C
D
B
X
C
D
B
X
C
D
B
X
D
L
D
L
D
L
D
L
D
L
D
L
D L
D
L
EG EG EG EG EG
F F
F
F
F
F
RW
F
F
F
F
F
EG
E G
E G
E G
E G
E G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E G
E G
SH SH SH SH
S
H
S
H
S
H
S
H
S
H
S H
S H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S H
S H
S H
S H
S H
S H
C
W
D
C
W
D
C
W
D
C
W
D
E
G
D
L
D
L
D
L
D
L
EG EG
E
G
E
G
E
G
E
G
E
G
E G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E G
E
G
E
G
E G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
EG
F
F F F
C-100101A SITE
POINT #
NORTHING
168450.36
168592.99
168120.45
168087.68
EASTING
190436.45
190620.69
190640.15
190665.51
DESCRIPTION
MCF BLDG GRID 1-O
MCF BLDG GRID 1-B
ECF BLDG GRID 1-C
ECF BLDG GRID 4-C
168512.35
168376.45
167848.90
167789.59
168557.66
168569.15
190932.26
190756.72
190684.76
190730.67
190498.84
190508.48
LPP BLDG GRID 12-A
LPP BLDG GRID 1-A
MF BLDG GRID 1-A
MF BLDG GRID 1-D
MCF LINK GRID 4'-H'
MCF LINK GRID 4'-G'
LOOP ROAD
KEYMAP
T
H
E
E
T
S
U
B
S
T
A
T
I O
N
LOOP ROAD
KEYMAP
PLAN NORTH
PLAN NORTH
M
A
N
C
A
M
P
C
O
N
T
R
A
C
T
A
I
L
E
R
S
W
E
L
L
L
E
A
E
L
D
TO ALMR
BORESIGHT TOWER
"B" RO
AD
FUEL OFFLOADING
CP3-F
LES
FOUNDATION
CP5-D
PERIMETER SECURITY ROAD
R
E
T
E
N
T
I
B
S
I
N
LPP
CP3-C
MF
CP4-G
ECF
CP2-E
SWITCHGEAR
ENCLOSURE
CP1-H
C
A
D
A
O B
H' G'
O B
C
A
A
D
H' G'
4'4'
CONTROL POINT TABLE
SHEET NOTES:
1. CONTROL POINTS ARE LOCATED ON SHEET C-100701E.
MCF
CP1-B
168087.68
168120.45
190665.51
190640.15
ECF BLDG GRID 4-C
ECF BLDG GRID 1-C
COMPREHENSIVE SITE PLAN
0 40' 80' 240'
SCALE: 1" = 80'
160'
R a
M D
A
W K
B C
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
C n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
W
M
W
C
C
C
M
W
M
W
X
X
X
X
X
X
X
C
C
A
G
/E
GRAVEL
GRAVEL
A
R
E
A
U
N
D
E
RC
O
N
S
T
R
U
C
T
IO
N
C
U
G
E
X
X
X
B
L
D
G
C
C
G
R
A
V
E
L
M
W
G
R
A
V
D
P
A
V
I
L
I
O
N
C
R
E
E
K
C
R
E
E
K
W
A
T
U
R
F
A
C
E
E
L
E
V
U
D
O
I
L
M
H
C
3MHP3
C
D
B
X
C
D
B
X
J
E
J
J
J
C
D
B
X
C
D
B
X
C
D
B
X
C
D
B
X
E
G
MCF
MF
E STREET
LOOP ROAD
CHPP
LAKE SANSING
SSPARS
BUILDING 800
CAMP R
OAD
LOOP ROAD
G STREET
C-100102E
KEY MAP
0 150 300 600
R a
M D
A
W K
B C
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
C n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
PLAN NORTH
C-100103E
A STREET
RA
D
AR
A
VE
N
U E
BMEWSBMEWS
ECF
CHPP
COOLING
POND
COM
POSITE
AREA
BOG
S
U
B
S
T
A
T
I O
N
B ROAD
LPP
D
CDB
X
C
D
B
X
C
D
B
X
C
D
B
X
C D
B
X
C
D
B
X
C
D
B
X
C
D
B
X
R
D
R
D
E
E E
E
EDB
X
EDB
X
EDB
X
CDB
X
C
D
B X
EDB
X
EDB
X
EDB
X
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D/L
S S
S
S
SSSS
E
G
E
G
E
G
E
G
E G
E
G
EGEG
R
D
CDB
X
E
G
E
G
E
G
E G
E
G
E
G
E
G
E G
E
G
E
G
E
G
E
G
D
L
D L
D L
D L
D L
D
L
D/L
D/L
D/L
C
D
B
X
C
D
B
X
C
D
B
X
C
D
B
X
C
D
B
X
D
L
D
L
D
L
D
L
D
L
D
L
D L
D
L
EG EG EG EG EG
F F
F
F
F
F
RW
F
F
F
F
F
EG
E G
E G
E G
E G
E G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E G
E G
SH SH SH SH
S
H
S
H
S
H
S
H
S
H
S H
S H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S H
S H
S H
S H
S H
S H
C
W
D
C
W
D
C
W
D
C
W
D
E
G
D
L
D
L
D
L
D
L
EG EG
E
G
E
G
E
G
E
G
E
G
E G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E G
E
G
E
G
E G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
E
G
EG
F
F F F
X
X
X
X
X
X
X
X
X
X
X
W
XX
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
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
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
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
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
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
X
X
SH
E D
B
C D
B C
D B
S
H
S
H
W
X
B
S
B
S
B S
B S
B S
B S
B
S
B
S
B
S
B
S
B
S
B
S
B S
B
S
B
S
B
S
B
S
BS BS BS
D B
S
D
B
S
D
B
S
D
B
S
D B
S
DBS DBS
X
X
659 660
AP-2198
AP-2199
AP-2200
AP-2175
X
X
X
E
G
E
G
BOREHOLE
LOG SHEET #
B-100001E
B-100001E
B-100001E
B-100002E
B-100002E
B-100002E
B-100003E
B-100003E
B-100003E
B-100011E
B-100004E
B-100004E
B-100004E
B-100005E
B-100005E
B-100005E
B-100005E
B-100005E
BOREHOLE
NUMBER
AP-2172
AP-2173
AP-2174
AP-2175
AP-2176
AP-2177
AP-2178
AP-2179
AP-2180
AP-2180(RD)
AP-2181
AP-2182
AP-2183
AP-2184
AP-2185
AP-2186
AP-2187
AP-2188
BOREHOLE
LOG SHEET #
B-100006E
B-100006E
B-100006E
B-100006E
B-100006E
B-100006E
B-100007E
B-100007E
B-100007E
B-100008E
B-100009E
B-100010E
B-100011E
B-100011E
B-100012E
B-100012E
B-100012E
B-100012E
BOREHOLE
NUMBER
AP-2189
AP-2190
AP-2191
AP-2192
AP-2193
AP-2194
AP-2195
AP-2196
AP-2197
AP-2198
AP-2199
AP-2200
AP-2209
AP-2210
AP-2211
AP-2212
AP-2213
AP-2214
LOOP ROAD
OVERFLOW
DITCH
S
T
O
T
E
R
R
E
T
E
N
T
I
S
I
N
P
E
R
I
M
E
T
C
U
R
I
A
D
POTABLE
WATER WELL
PLAN NORTH
SITE PLAN - OVERVIEW
0 40' 80' 240'
SCALE: 1" = 80'
160'
C-100301E
ECF
ECF & MF
WATER SERVICE
COMM DUCT BANK
POWER DUCT BANK TO ECF
LEACH FIELD AND
SEPTIC TANK
MCF
LES
LRDR-2
ASTRO
CLEAR
BM-2
PERSONNEL
GATE
C-100502E
POV PARKING
MANUAL SLIDING GATE,
8' CLEAR OPENING
C-100502E
PERIMETER LIGHT
POLES (TYP),
SEE ELECTRICAL
ECF/POV DRIVEWAY
LIGHT POLES (TYP OF 12),
SEE ELECTRICAL
TFP
PROTECT
EXISTING GATE
MF, FY 19,
TASK G
LPP
FY 19,
TASK C
PERSONNEL
GATE
C-100502E
S
U
B
S
T
A
T
I O
N
TOP OF DITCH
TOP OF DITCH
MANUAL SLIDING GATE,
8' CLEAR OPENING
C-100502E
FUEL OFF-LOADING APRON
FY 19, TASK F
PERIMETER
PASSIVE VEHICLE
BARRIER
PERIMETER
PASSIVE VEHICLE
BARRIER
VEHICLE
TRAFFIC
BARRIER - TYPE 1
BOULDER
ANIMAL CONTROL PERIMETER FENCE
C-100502E
SSL-A PERIMETER
FENCE
C-100501E
C-100301E
SHEET NOTES:
1. BORE HOLE LOCATIONS ARE APPROXIMATE. SEE SHEET
B-100001E - B-100012E FOR DETAILED LOGS.
2. FOR CIVIL NOTES, LEGEND, AND ABBREVIATIONS, SEE
SHEET G-100004E.
3. CONTROL POINTS ARE LOCATED ON SHEETS C-100701E
AND C-100702E.
KEY MAP
PLAN NORTH
LOOP ROAD
"B" RO
AD
"B" ROAD
INSET 'A'
SEE INSET 'A'
PERSONNEL GATE
C-100502E
THIS SHEET
BOREHOLE TABLE
VEHICLE TRAFFIC
BARRIER - TYPE 1
BOULDER
PROPOSED
AAA
PROPOSED
AAA
SECURITY DUCT BANK
R a
M D
A
W K
B C
L O
N
S
C R
I M
I N
A T
I O
N
R
A D
A R
C L E
S
A
L A
S a w i n g
P
A
N L R
D R
R
I M
I D
I Q
C
C o n s t r u c t i o n
P r o j e c t
C
P
D o c s C
P C
L R
L R
D R
C n E d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a v i d
S a n d b e
A
M
M
I
S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D r a w i n g
F i l e
D w g
S c a l e
P l o t
S c a l e
D a t e
A c t i o n
D r a w n
R E
S I D
E N
T
E
N G
I N
E E
R
D a t e
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D a t e
D e s c r i p t i o n A p p v d
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R e c o m m e n d e d
A p p r o v e d
S u b m i t t e d
D e s i g n e d
R e v i e w e d
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
Reference number:
HGFEDCBA
US Army Corps of
Engineers ®
Alaska District
P D
C
I N
C
E
N G
I N
E E
R S
G
A B
E L L
S
T
S
U I T
E
A N
C H
O R
A G
E
A
K
A N
C
E C
C
S
S
S
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
F F F F F F F
F F
F F
F
F
F
F
F
F
F F
E G
E G
E G
E G
E G
E G
E G
S H
S H
S H
S H
S H
S H
S H
E
G
E
G
E
G
E G
E
G
E
G
EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG
E G
E
G
XXXXX
X
S S
S S
XXXXXXXXXXXXXXXXXXXXXXX
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 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
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
X
S H
S H
S H
S H
S H
S H
S H
X
X
X
X
X
X
S
H
S
H
S
H
S H
SH SH SH SH SH
C D
B C
D B
C D
B C
D B
C D
B
W W
W W
W W
W
E D
B
C D
B C
D B
C D
B
SH
S H
S H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
S
H
W W
W
X X
X
X X
X X X X X X X X
X
X
X
X
X
X
B S
B S
B
S
B
S
BS BS
B
S
B
S
B
S
B
S
B
S
D B
S D
B S
D B
S
DBS DBS DBS DBS
D B
S
D
B
S
F
F
251 252
269 270
271 272
279 280
290 291
295 296 297
302 303
315 316 317
318 319
326 327
330 331 332 333
659 660
X
X
X
ECF
FF=595.00'
PLAN NORTH
HBH POSTS
(TYP OF 7)
E-100404E
MANUAL SLIDING
GATE, 8' CLEAR OPENING
C-100502E
ANIMAL CONTROL PERIMETER FENCE
C-100502E
SSL-A PERIMETER
FENCE
C-100501E
SSL-A PERIMETER
PERSONNEL GATE
C-100501E
PERSONNEL GATE
C-100502E
BOLLARD
(TYP OF 7)
C-100506E
KEY MAP
PLAN NORTH
T
H
I
S
S
H
E
E
T
CONNECT TO
EXISTING PIV
FIRE PROTECTION LOOP
(EXISTING)
BOLLARD
(TYP OF 18)
C-100506E
CRASH BEAM
C-100504E
MOTORIZED
SLIDING GATE
C-100503E
PCC
SIDEWALK
C-100506E
PCC SIDEWALK
C-100506E
CONNECT TO EXISTING
SEWER MAIN
C-100507E
C.O. IE 588'
C-100507E
BURIED SENSOR CABLE
SANITARY SEWER MAIN
FIRE PROTECTION LOOP
(EXISTING)
MOTORIZED
SLIDING GATE
C-100503E
P E
R I M
E T
C
U R
I T
Y
R
O A
D
PCC SIDEWALK
C-100506E
(2) HANDICAP
PARKING SIGNS
(2) CARPOOL ONLY
PARKING SIGNS
(2) LOW EMISSION
VEHICLES PARKING SIGNS
CURB RAMP
C-100506E
1 POWER SERVICE
1 COMM SERVICE
COMM DUCT BANK FOR
FUTURE TASK G USE
SPRINKLER
SERVICE
WATER
SERVICE
WATER SERVICE FOR
FUTURE TASK G USE
6'
5'
6'
5'
10'
5'-9" (TYP)
5'-0" (TYP)
PERIMETER PASSIVE VEHICLE
BARRIER - PRECAST CONCRETE
BLOCK OPTION SHOWN
2,3
C-100505E
BIKE RACK
C-100506E
POV PARKING LIGHT POLES
(TYP OF 2).
E-100503E
PERIMETER
PASSIVE VEHICLE
BARRIER BOLLARD
ARRAY
C-100505E
GIANT VOICE SYSTEM POLE,
SEE E-100403E SHEET NOTES
E-100403E
PARKING MEDIAN
C-100301E
FREESTANDING
BUILDING SIGN
C-100506E
CONCRETE PAD FOR
HBH TRANSFORMER
AND PANELBOARD
E-100404E
TRENCH SECTION
C-100507E
S…
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