C_Drawing_revisions.pdf
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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
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
E R
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'
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
SEWER SERVICE
C-100507E
2'-0" MAX
CLEAR
SPACE (TYP)
(2) GOV VEHICLES ONLY SIGNS
C-100506E
VEHICLE TRAFFIC
BARRIER - TYPE 1
BOULDER (TYP)
C-100505E
VEHICLE TRAFFIC
BARRIER - TYPE 1
BOULDER (TYP)
C-100505E
FOR ALL SIGNS
C-100506E
SHEET NOTES:
1. SEE SHEET C-100401E ECF UTILITY SERVICES PLAN AND
PROFILES
2. LAYOUT IS BASED ON THE PRECAST CONCRETE BLOCK
PASSIVE VEHICLE BARRIER DTL 3, C-100505E
3. SEE SHEET E-100113E FOR LIGHTING AND ELECTRICAL
INSTALLATION REQUIREMENTS.
4. SEE T-100102E FOR TELECOMM INSTALLATION
REQUIREMENTS
5. CONTROL POINTS ARE SHOWN ON SHEETS C-100701E
AND C-100702E.
X
SPLASH BLOCK
C-100508E
TEMPORARY DUMPSTER AREA
CURB AND GUTTER
CURB AND GUTTER
CURB AND GUTTER
CURB AND GUTTER
CURB AND GUTTER
SSL-A END POST BLDG OFFSET
AND FOOTING SIM TO GATE POST. SEE
C-100501E
SITE PLAN - ECF & POV PARKING
0 5' 10' 30'
SCALE: 1" = 10'
20'
C L R a
M D
A
W
K B
C
L O
N G
A N
D
I S
C R
I M
I N
A T
I O
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A D
A R
C L E
F S
A
L A
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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
H a r l e y
B r o t h e r t o n o n
A
M
AM#2
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A
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P
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A c t i o n
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D r a w n
R E
S I D
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D a t e
S T
A T
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P R
I M
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C
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A C
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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
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R A
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O
R e c o m m e n d e d
A p p r o v e d
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A
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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
F O
R
C
O N
S T
R U
C T
I O
N
C-100103E
C O
N S
T R
U C
T I O
N
P
A C
K A
V
O L
U M
E
S I T
E
P
L A
N
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K I N
G
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L R
D R
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T
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A M
M E
N D
M E
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B
R J P
D B
A
R
R a
M D
A
W K
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C
L O
N
S
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I M
I N
A T
I O
N
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A D
A R
C L E
S
A
L A
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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
H a r l e y
B r o t h e r t o n o n
A
M
AM#2
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I S
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P l o t
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D a t e
A c t i o n
S y m
D r a w n
R E
S I D
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T
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I N
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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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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
F O
R
C
O N
S T
R U
C T
I O
N
K A
B
R J P
D B
A
R D
P
C-100508E
C O
N S
T R
U C
T I O
N
P
A C
K A
O L
U M
E
D E
T A
I
R
L R
D R
C n E
T
Y
P
DETAIL: SPLASH BLOCK
SCALE: N.T.S.
PRECAST LIGHTWEIGHT CONCRETE
SPLASHBLOCK. PLACE ONE SPLASHBLOCK
UNDER EACH DOWNSPOUT AT GRADE,
UNLESS NOTED OTHERWISE.
3'-0" (MIN) TYPICAL
SELECT MATERIAL
LOCALLY GRADE TO 5%
AROUND MANHOLE MANWAY
EXCAVATION LIMITS
10' MINIMUM
FINISH GRADE
YARD MANHOLE EARTHWORK
AND GRADING SECTION
SCALE: N.T.S.
NON-TRAFFIC AREA HANDHOLE
EARTHWORK AND GRADING SECTION
SCALE: N.T.S.
DETAIL 3 APPLIES TO THE FOLLOWING:
· EHH-10061105 CHH-10063106 · EHH-10061108 CHH-10063109
· EHH-10061106 CHH-10063107 · EHH-10061109 CHH-10063110
· EHH-10061107 CHH-10063108 · EHH-10061110 CHH-10063111
12" (MIN) STRUCTURAL FILL
3'-0" (MIN) TYPICAL
COMMON FILL
LOCALLY GRADE TO 5%
AROUND MANHOLE MANWAY
MANHOLE STRUCTURE
EXCAVATION LIMITS
EXISTING SURFACE
5%
10' MINIMUM
FINISH GRADE
5%
12" MIN SUBBASE
SEE ELECTRICAL AND TELECOM SHEETS
FOR MANHOLE DETIALS
SEE ELECTRICAL AND TELECOM SHEETS
FOR ADDITIONAL MANHOLE DETAILS
DETAIL 2 APPLIES TO THE FOLLOWING:
· CMH-10063113 · EMH-10061106
SHEET REISSUE
CONTROL POINT
CONTROL POINT
2.00' MIN
12" (MIN) STRUCTURAL FILL
MANHOLE STRUCTURE
A M
M E
N D
M E
B
YARD HANDHOLE EARTHWORK
AND GRADING SECTION
SCALE: N.T.S.
DETAIL 4 APPLIES TO THE FOLLOWING:
· EHH-10061103 · CHH-10063104
· EHH-10061104 · CHH-10063105
12" (MIN) STRUCTURAL FILL
3'-0" (MIN) TYPICAL
SELECT MATERIAL
MANHOLE STRUCTURE
EXCAVATION LIMITS
EXISTING SURFACE
10' MINIMUM
FINISH GRADE
SEE ELECTRICAL AND TELECOM SHEETS
FOR MANHOLE DETIALS
CONTROL POINT12" MIN SUBBASE
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R=8.00'
R=2.50'
R=18.00'
R=18.00'
R=2.50'
R=3.00'
R=23.00'
R=3.00'
1006 1007
1015 1016
1017 1018
1026 1027
1037 1040
R=2.00'
ECF
FF=595.00'
CURB & GUTTER,
SPILL
C-100506E
KEYMAP
PLAN NORTH
T
H
I
S
S
H
E
E
T
PCC SIDEWALK
C-100506E
CURB & GUTTER,
CATCH
C-100506E
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A
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M w a s p l o t t e d b y
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S c a l e
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S y m
D r a w n
R E
S I D
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D a t e
S T
A T
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P R
I M
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C
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A C
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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
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R A
C T
O R
C O
N T
R A
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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
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U S
A
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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
F O
R
C
O N
S T
R U
C T
I O
N
C-100201E
C O
N S
T R
U C
T I O
N
P
A C
K A
O L
U M
E
G R
A D
I N
G
P
L A
N
E
R
K I
R
L R
D R
C
T
E D
P E
R I M
E T
C
U R
I T
Y
R
O A
D
PCC SIDEWALK
C-100506E
CURB RAMP
C-100506E
CURB & GUTTER,
SPILL
C-100506E
POV PARKING
CURB & GUTTER,
CATCH
C-100506E
PCC PARKING MEDIAN
C-100301E
FILL LIMITS
PERIMETER PASSIVE
VEHICLE BARRIER
BOLLARD ARRAY
C-100505E
TOPSOIL & SEED
TOPSOIL & SEED
POV PARKING
CURB & GUTTER,
CATCH
C-100506E
CONCRETE LANDING
SHALL MATCH FF EL, TYP
EACH SIDE OF BUILDING
AND SLOPE 2% AWAY
PERIMETER
PASSIVE VEHICLE
BARRIER BOLLARD
ARRAY (TYP)
C
A
T
C
H S
P
I L
L
CURB & GUTTER,
SPILL
C-100506E
SHEET NOTES:
1. CONTROL POINTS ARE SHOWN ON SHEETS C-100701E
AND C-100702E.
2. CONTOURS SHOWN IS GRADING PROVIDED BY CP-1
CONTRUCTION.
CURB & GUTTER,
SPILL
C-100506E
CATCH
SPILL
C
A
T
C
H
S
P
I L
L
PLAN NORTH
010' 10' 20'
A M
M E
N D
M E
B
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H
S
H
S
H
S
H
C
W
D
C
W
D
C
W
D
C
W
D
C
W
D
C
W
D
C
W
D
C
W
D
C
W
D
EG
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
X
X
X
J
J
J
V
V
J
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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
E
D
B
E
D
B
C
D
B
C
D
B
W
W
X
X
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
B
S
B
S
F
D
B
F
D
B
D
B
S
D
B
S
D
B
S D
B
S
E
S
E
S
ES
ES
E S
E
S
E
S
E
S
E S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
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
S
T
O
M
W
T
E
R
R
E
T
E
N
T
I
B
S
I
N
PLAN NORTH
0 30' 60' 180
SCALE: 1" = 60'
120'
MCF
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
H a r l e y
B r o t h e r t o n o n
A
M
AM#2
M
I S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D
E
P
A
R
T
M
E
N
T
O
F
D
E
F
E
N
S
E
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
S y m
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
F O
R
C
O N
S T
R U
C T
I O
N
C-100105E
C O
N S
T R
U C
T I O
N
P
A C
K A
O L
U M
E
A N
T E
N N
A
P
A D
S
C L R
L R
D R
C
T
E D
LPP
FY 19,
TASK C
SHEET NOTES:
1. DIRECT BURY CONDUIT SHALL HAVE 24" COVER EXCEPT AT
EMH-10061106 AND CMH-10063113.
2. SEE ELECTRICAL FOR CONDUIT REQUIREMENTS.
3. PROVIDE A MINIMUM 12 INCHES AGGREGATE BASE COURSE
FOR ANTENNA ACCESS ROADS AND PADS.
KEY MAP
PLAN NORTH
THIS SHEET
ANTENNA BORESIGHT
SHED
MATCH EXISTING
R 25'
ACCESS ROAD
PROTECT 36" CMP
LES
PROPOSED
AAA
PROPOSED
AAA
ANTENNA BORESIGHT
SHED
ACCESS ROAD
MATCH
EXISTING
R 25'
R 25'
DO NOT DISTURB COOLING
WATER DISCHARGE
ELECTRICAL HANDHOLE
IN YARD (TYP OF 2)
C-100508E
COMMUNICATIONS HANDHOLE
IN YARD (TYP OF 2)
C-100508E
ANTENNA PAD
EMH-10061106
C-100508E
CMH-10063113
C-100508E
ELECTRICAL HANDHOLE
NON-TRAFFIC AREAS (TYP OF 6)
C-100508E
COMMUNICATIONS HANDHOLE
NON-TRAFFIC AREAS (TYP OF 6)
C-100508E
ANTENNA PAD
A M
M E
N D
M E
B
C-100401E ECF & MF WATER SUPPLY
POINT #
NORTHING
168342.22
168304.41
168103.77
168004.57
EASTING
190524.75
190475.92
190631.23
190708.03
DESCRIPTION
VERTICAL BEND
BEND
TEE TO ECF
CAP SERVICE TO MF
C-100401E
ECF SPRINKLER SERVICE
POINT #
NORTHING
168140.28
168132.75
168115.54
168107.43
168110.58
EASTING
190632.80
190639.11
190636.91
190643.17
190647.24
DESCRIPTION
SERVICE START
45° BEND
45° BEND
90° BEND
ECF BLDG LINE
C-100401E COMM & PWR DUCT BANK
POINT #
NORTHING
168336.18
168310.93
168126.88
168122.53
168118.92
168335.52
168310.19
168095.01
168008.86
EASTING
190489.90
190486.68
190629.23
190632.52
190638.15
190483.45
190480.29
190646.86
190713.57
DESCRIPTION
PC EDB, R=18'
PT EDB
EHH-10061102
PC EDB, R=10'
PT EDB
PC CDB, R=18'
PT CDB
CHH-10063103
CDB END
C-100201E GRADING
POINT #
NORTHING
167973.05
167973.05
167937.84
167942.43
167954.92
167960.46
168031.77
168026.23
168020.38
168021.09
168037.97
168043.28
168050.20
168046.18
168026.14
168029.82
168066.48
168070.16
168040.27
168037.90
168037.55
168080.91
168092.14
168092.49
168059.77
168063.72
168075.97
168075.08
168082.79
168083.68
168088.91
168089.80
168097.11
168093.41
168100.17
168103.23
168130.47
168140.18
167943.65
167936.00
168023.89
168028.62
EASTING
190618.52
190613.78
190641.06
190642.24
190635.73
190631.44
190723.55
190727.84
190743.14
190747.48
190744.69
190740.57
190724.93
190723.15
190728.54
190733.29
190697.31
190702.06
190652.04
190653.87
190656.68
190712.68
190714.11
190711.30
190677.21
190674.15
190689.97
190696.98
190691.01
190684.00
190698.92
190691.90
190686.24
190681.48
190690.20
190694.15
190652.80
190665.34
190612.20
190641.85
190737.89
190750.39
ELEVATION
592.40
592.36
591.78
591.88
591.96
592.05
593.12
593.02
592.90
592.88
593.16
593.24
593.41
593.34
592.51
592.54
593.23
593.23
593.53
593.47
593.45
593.80
594.03
594.02
593.79
593.86
594.06
593.79
594.06
594.15
594.06
594.15
594.79
594.79
594.79
594.79
594.98
594.97
591.22
591.23
592.44
592.34
DESCRIPTION
TBC
TBC
TBC
TBC
TBC
TBC
TBC
TBC
TBC
TBC
TBC
TBC
TBC
TBC
TOC, SIDEWALK
TOC, SIDEWALK
TOC, SIDEWALK
TOC, SIDEWALK
TBC
TBC
TBC
TBC
TBC
TBC
TOC, SIDEWALK
TOC, SIDEWALK
TOC, SIDEWALK
TBC
TOC, SIDEWALK
TOC, SIDEWALK
TOC, SIDEWALK
TOC, SIDEWALK
TOC, SIDEWALK
TOC, SIDEWALK
TOC, SIDEWALK
TOC, SIDEWALK
CONC
CONC
SPILL CURB
SPILL CURB
SPILL CURB
SPILL CURB
C-100105E FEATURES & GRADING
POINT #
NORTHING
168329.25
168494.97
168777.18
168709.83
168592.11
168497.10
169001.66
169258.29
169263.91
168336.03
168497.75
168779.95
168707.69
168589.54
168492.12
168998.77
169256.10
169263.42
168432.96
168440.41
168583.09
168591.14
168767.03
168775.09
168842.06
168843.42
168724.69
168716.64
168604.01
EASTING
190480.84
190251.14
190101.58
189937.67
189847.09
189760.41
190127.86
190474.90
190475.59
190478.60
190254.19
190104.65
189941.07
189850.16
189761.29
190130.68
190478.66
190479.56
190346.30
190343.20
190204.44
190204.70
190106.95
190107.22
190004.36
190009.53
189945.17
189945.59
189856.24
ELEVATION
594.00
593.05
586.41
585.10
587.64
587.44
586.16
585.27
585.21
594.04
593.12
586.41
586.53
587.64
587.09
586.13
585.23
585.15
595.48
595.55
594.79
594.83
594.38
594.34
588.99
589.04
587.14
588.18
589.71
DESCRIPTION
ES TOC
ES TOC
ES TOC
ES TOC
ES TOC
ES TOC
ES TOC
ES TOC
ES TOC
CS TOC
CS TOC
CS TOC
CS TOC
CS TOC
CS TOC
CS TOC
CS TOC
CS TOC
EHH-10061103
CHH-10063104
EHH-10061104
chh-10063105
EMH-10061106
CMH-10063113
EHH-10061105
CHH-10063106
EHH-10061106
CHH-10063107
EHH-10061107
C-100105E FEATURES & GRADING
POINT #
NORTHING
168596.02
168970.95
168974.01
169061.55
169062.50
169163.89
169164.84
168468.66
169278.52
168501.67
168442.58
168428.69
168464.14
168432.87
168515.81
168477.71
168487.78
169262.41
169341.82
169337.43
169539.87
169566.47
169594.10
169573.58
169334.50
169255.10
168499.36
169264.15
EASTING
189855.15
190103.91
190111.36
190208.84
190216.85
190347.24
190355.25
189747.15
190503.58
189761.63
189772.05
189693.27
189687.02
189509.67
189600.36
189625.76
189682.85
190471.37
190481.12
190516.85
190541.71
190508.52
190586.50
190570.03
190540.67
190530.93
189760.01
190473.60
ELEVATION
589.75
587.86
587.66
589.24
589.44
590.24
590.23
592.70
592.70
592.70
592.70
593.39
592.02
592.36
592.70
588.20
588.20
588.20
586.32
585.85
585.73
585.98
588.20
588.20
593.20
588.70
DESCRIPTION
CHH-10063108
EHH-10061108
CHH-10063109
EHH-10061109
CHH-10063110
EHH-10061110
CHH-10063111
ANTENNA
ANTENNA
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
BLDG COR
BLDG COR
C-100104E SITE FEATURES
POINT #
NORTHING
168411.76
168789.63
168790.47
168679.50
168490.84
168331.26
168215.26
168112.27
168177.69
168273.25
168463.29
168682.49
168494.52
168194.81
168347.28
168723.37
168553.13
168151.53
EASTING
190282.78
190767.61
190958.30
191065.10
191127.18
191179.70
191029.87
190896.83
190717.37
190526.44
190358.33
190682.95
191046.88
190921.39
190423.34
190832.53
191058.42
190854.92
DESCRIPTION
SECURITY CAMERA
SECURITY CAMERA
SECURITY CAMERA
SECURITY CAMERA
SECURITY CAMERA
SECURITY CAMERA
SECURITY CAMERA
SECURITY CAMERA
SECURITY CAMERA
SECURITY CAMERA
SECURITY CAMERA
SECURITY CAMERA
SECURITY CAMERA
SECURITY CAMERA
DISTRIBUTION BOX
DISTRIBUTION BOX
DISTRIBUTION BOX
DISTRIBUTION BOX
C-100104E SITE FEATURES
POINT #
NORTHING
168651.83
168653.83
168700.83
168712.62
168714.38
168722.55
168938.18
168943.90
168952.37
168955.62
168969.82
168973.37
168963.78
168360.83
168365.94
168190.82
168193.24
EASTING
189932.54
189942.34
189922.58
189930.38
189919.82
189924.61
190051.11
190066.06
190059.44
190070.41
190118.36
190130.34
190133.18
191114.43
191116.85
190713.29
190716.48
DESCRIPTION
BOULDER ALIGNMENT
BOULDER ALIGNMENT
BOULDER
BOULDER ALIGNMENT
BOULDER ALIGNMENT
BOULDER
BOULDER
BOULDER ALIGNMENT
BOULDER ALIGNMENT
BOULDER
BOULDER
BOULDER ALIGNMENT
BOULDER ALIGNMENT
SHH-10067010
SHH-10061010
SHH-10061005
SHH-10067005
CONTROL POINTS (2 OF 2)
B
R J P
D B
A
R D
P
K A
B
R J P
D B
A
R
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
H a r l e y
B r o t h e r t o n o n
P
M
AM#2
M
I S
S
I
L
E
D
E
F
E N
S
E
A
G
E
N
C
Y
D
E
P
A
R
T
M
E
N
T
O
F
D
E
F
E
N
S
E
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
S y m
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
F O
R
C
O N
S T
R U
C T
I O
N
C-100702E
C O
N S
T R
U C
T I O
N
P
A C
K A
O L
U M
E
C O
N T
R O
L
P
O I N
T S
C L
R
L R
D R
C n E d w g
T
A M
M E
N D
M E
B
File details come from the government source that posted it.