B08 W9123822R0009 Attachment 2 Design dated 19 January 2022 _Part2.pdf
PDF 32 MB Posted
- Attached to
- DBB, Utah Test and Training Range (UTTR) Modular Storage Magazines (MSMs) Federal contract opportunity
- Solicitation number
- W9123822R0009
About this file
This document outlines a federal contract solicitation for design-bid-build construction services. The U.S. Army Corps of Engineers, Sacramento District, is seeking to construct nine earth-covered Modular Storage Magazines at the Utah Test and Training Range in Utah for staging D5 missile motors. Each magazine must include a mechanical room and elevated concrete dock with an air-pallet-bearing floor finish, and be located within the existing munitions storage area security perimeter. Supporting facilities include special foundations, paving, antiterrorism/force-protection features, electrical and mechanical utilities. The facilities must pass Facility Evaluation Tests during and after construction to verify compliance with design criteria. Offerors should refer to the uploaded solicitation and attachments for additional requirements regarding response dates, award timing, pricing terms, and applicable federal acquisition regulations for this opportunity with the Department of the Army.
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Text version
BORE LOG NOTES:
1. SEE SHEETS CG101 TO
CG103 (GRADING PLANS)
FOR TEST LOCATIONS.
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1"1/2"0 2"
US Army Corps of Engineers ®
H . L
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THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
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UTTR 464-3
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.01/19/2022
CG103 (GRADING PLANS)
FOR TEST LOCATIONS.
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1"1/2"0 2"
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H . L
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SHEET OF 117
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
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BB603
UTTR 464-3
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
CG103 (GRADING PLANS)
FOR TEST LOCATIONS.
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H . L
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SHEET OF 117
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
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BB604
UTTR 464-3
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
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III
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EXISTING CEDAR RD.
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MOTOR STORAGE
MAGAZINES (PACKAGE 1)
CONSTRUCTION ACCESS ROAD (PACKAGE 1)
STAGING AND
STORAGE AREA
(PACKAGE 1)
G M
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UTILITIES (PACKAGE 1)
UTILITIES (PACKAGE 2)
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STAGING AND
STORAGE AREA
(PACKAGE 3)
CONSTRUCTION ACCESS ROAD (PACKAGE 3)
EXISTING
POND
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H . L
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SHEET OF 117
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
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CD100
UTTR 464-3
0 200' 400'
PLAN NORTH
A1 EXISTING SITE CONDITIONS AND DEMOLITION PLAN OVERALL
SCALE: 1" = 200'
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
*NOT ALL KEYNOTES USED ON ALL SHEETS
1 UNIMPROVED/UNPAVED AREA. PROOFROLL, SCARIFY AND RECOMPACT PER
SPECIFICATION 31 00 00.
2 CLEAR AND GRUB SITE TO EXTENTS SHOWN
1. DEPTH OF EXISTING UTILITY LINES UNKNOWN.
2. ELECTRICAL AND TELECOM ARE SHOWN FOR REFERENCE ONLY. SEE
ELECTRICAL PLANS FOR INFORMATION.
3. EXISTING CONDITIONS MAY BE DIFFERENT THAN SHOWN DUE TO ONGOING
CONSTRUCTION AT THE TIME OF THE NOVEMBER 2, 2021, SURVEY.
4. EXISTING PACKAGE 1 & 2 CONTRACTOR STAGING AND STORAGE YARD UTILIZES
A SEPTIC SYSTEM LOCATED EAST OF THE YARD. CONTRACTOR TO COORDINATE
LOCATION OF PACKAGE 3 STAGING AND STORAGE YARD WITH EXISTING YARD
AND FACILITIES.
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EXISTING FENCE TO REMAIN
EXISTING FORREST RD.
N 3554823.44 E 1240521.05
N 3554798.97 E 1239883.01
N 3554565.14 E 1239891.98 N 3554588.39
E 1240498.18
N 3555115.07 E 1241485.50
N 3555131.59 E 1241416.99
N 3554830.96 E 1240717.08
N 3554621.45 E 1240528.80
N 3555124.34 E 1241226.12
N 3555044.40 E 1241229.16
N 3555101.61 E 1241418.12
N 3555088.90, E 1241470.83
EXISTING OVERHEAD
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EXISTING GAS LINE
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N 3555097.02 E 1241297.21
N 3555045.54 E 1241259.14
N 3554598.35 E 1240757.83
N 3554628.97 E 1240724.77
N 3554850.06 E 1241214.97
N 3554617.41 E 1241254.69
R
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ROADWAY (PACKAGE 1)
RETENTION BASINS (PACKAGE 1)
UTILITY PADS (PACKAGE 1)
GRAVEL FIRE BREAK (PACKAGE 1)
MOTOR STORAGE
MAGAZINES (PACKAGE 1)
DRAINAGE, TYP (PACKAGE 1)
GAS & TELECOM (PACKAGE 1)
ELECTRIC (PACKAGE 1)
ELECTRIC
(PACKAGE 1)
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1"1/2"0 2"
US Army Corps of Engineers ®
H . L
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SHEET OF 117
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
W . R
EB
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B.
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C
AR
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SHEET KEYNOTES
GENERAL NOTES
M
AT
C H
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E
- S
EE
S
H
EE
T C
D
PLAN NORTH
100' 200'0A1 EXISTING SITE CONDITIONS AND DEMOLITION PLAN
SCALE: 1"= 100'
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
1. DEPTH OF EXISTING UTILITY LINES UNKNOWN.
2. ELECTRICAL AND TELECOM ARE SHOWN FOR REFERENCE ONLY. SEE
ELECTRICAL PLANS FOR INFORMATION.
3. EXISTING CONDITIONS MAY BE DIFFERENT THAN SHOWN DUE TO ONGOING
CONSTRUCTION AT THE TIME OF THE NOVEMBER 2, 2021, SURVEY.
4. EXISTING PACKAGE 1 & 2 CONTRACTOR STAGING AND STORAGE YARD UTILIZES
A SEPTIC SYSTEM LOCATED EAST OF THE YARD. CONTRACTOR TO COORDINATE
LOCATION OF PACKAGE 3 STAGING AND STORAGE YARD WITH EXISTING YARD
AND FACILITIES.
*NOT ALL KEYNOTES USED ON ALL SHEETS
1 UNIMPROVED/UNPAVED AREA. PROOFROLL, SCARIFY AND RECOMPACT PER
SPECIFICATION 31 00 00.
2 CLEAR AND GRUB SITE TO EXTENTS SHOWN
C
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OHE
OHE
OHE
OHE
OHE
III
III
III
III
III
III
III
III
III
EXISTING ARCTIC RD.
EXISTING FENCE TO REMAIN
EXISTING FORREST RD.EXISTING
CEDAR RD.
N 3554850.84 E 1241956.55
N 3554591.85 E 1244089.21
N 3554139.59 E 1244302.43
N 3554849.98 E 1241896.90
EXISTING GAS LINE
PROTECT IN PLACE
N 3553926.36 E 1243850.18
CONSTRUCTION ACCESS ROAD (PACKAGE 1)
RETENTION BASINS (PACKAGE 1)
MOTOR TRANSFER FACILITY (PACKAGE 2)
STAGING AND STORAGE
AREA (PACKAGE 1)
ROADWAY (PACKAGE 1)
MOTOR STORAGE
MAGAZINES (PACKAGE 1)
GRAVEL FIRE BREAK (PACKAGE 1)
UTILITY PADS (PACKAGE 1)
WATER, GAS,
& TELECOM
(PACKAGE 2)G
M
GAS & TELECOM (PACKAGE 1)
ELECTRIC
(PACKAGE 1)
WATER & GAS
(PACKAGE 2)
TELECOM
(PACKAGE 2)
TELECOM
(PACKAGE 2)
TELECOM
(PACKAGE 1)
E
E
E
E
E
E
EE
C
C
C
C
C
C C
C C
C C
C
C
C
C
FOB
G
G
G
G
G
G
G
G
G
G
G
G
G
G
STAGING AND STORAGE
AREA (PACKAGE 1)
N 3554378.62 E 1243636.95
CONSTRUCTION ACCESS ROAD (PACKAGE 3)
EXISTING POND
KS
R
M
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
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C
AP
IT
AL
P R
O
JE
C T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SA
C R
EM
EN
TO
D
IS
TR
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T
J S
TR
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T
SA
C R
EM
EN
TO
, C
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4-
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AR
Y, AN
SI
D
KS
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TO
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TO
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AG
E
M
AG
AZ
IN
ES
READY TO ADVERTISE
1"1/2"0 2"
US Army Corps of Engineers ®
H . L
IU
SHEET OF 117
THIS DOCUMENT IS
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PURPOSE OF REVIEW
UNDER THE
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DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
ROBERT D. RICHTER
TX 125123
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
W . R
EB
IK
B.
S
C
AR
BO
R
O U
G H
C . S
TA
TS
ER
EX
IS
TI
N
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IT
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C O
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N S
AN
D
D
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O
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N P
LA
N
C
IV
IL
CD102
UTTR 464-3
SHEET KEYNOTES
GENERAL NOTES
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
D
100' 200'0
PLAN NORTH
A1 EXISTING SITE CONDITIONS AND DEMOLITION PLAN
SCALE: 1"= 100'
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
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CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
CS101 CS102 CS103
W W
W W
W
W
W
WWW
W
WW
W W
W
W
W W
W
E E E E E E E E E E E
ES
ES
ES
ES
E E E
E
E
E
EEE
E
ES
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G G
G
GG
G XX
X X
XX
X
FOB
FOB
FOB
FOB
FOB
FOB
FOB
FOB
X
MOTOR TRANSFER FACILITY
(SEE PACKAGE 2 - RAIL SPUR
AND MOTOR TRANSFER FACILITY)
BOXCAR HOLDING AREA
(SEE PACKAGE 2 - RAIL SPUR
AND MOTOR TRANSFER FACILITY)
RAIL LINE
(SEE PACKAGE 2 - RAIL SPUR
AND MOTOR TRANSFER FACILITY)
EXISTING MSA FENCE
ARCTIC ROADMOTOR STORAGE MAGAZINES (SEE PACKAGE 1)
FORREST ROAD
CEDAR ROAD
FORREST ROAD
EXISTING ASH ST.
PROPOSED MOTOR STORAGE MAGAZINES
EXISTING PAVEMENT
EXISTING GRAVEL FIRE BREAK
KS
R
M
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C
AP
IT
AL
P R
O
JE
C T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SA
C R
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EN
TO
D
IS
TR
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T
J S
TR
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T
SA
C R
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EN
TO
, C
A
4-
J
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U
AR
Y, AN
SI
D
KS
R
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TA
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ES
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AN
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M O
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TO
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AG
E
M
AG
AZ
IN
ES
READY TO ADVERTISE
1"1/2"0 2"
US Army Corps of Engineers ®
H . L
IU
SHEET OF 117
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
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CARIANN E. STATSER
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DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
W . R
EB
IK
B.
S
C
AR
BO
R
O U
G H
C . S
TA
TS
ER
M
SM
S
IT
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PL
AN
O
VE
R
AL
L
C
IV
IL
CS100
UTTR 464-3
500' 1000'0
PLAN NORTH
A2 MSM SITE PLAN OVERALL
SCALE: 1" = 500'
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
IIIIIII
III
III
III
III
III
III
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III
IIIIIIIIIIIIIII
III
III
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III
III
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I II
I II
IIIIIIIIIIIIIIIIII
III
III
III
III
III
III
III
I II
III
IIIIIIIIIIIIIII
III
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIIIIII
I I I I I I I I I I I I I I I I I I I I I
I I I
I I I
I I I
I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
IIIIIII
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III
IIIIIIIIIIIIIII
III
III
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III
III
III
I II
I II
I II
IIIIIIIIIIIIIIIIII
III
III
III
III
III
III
III
I II
III
IIIIIIIIIIIIIII
III
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIIIIII
I I I I I I I I I I I I I I I I I I I I I
I I I
I I I
I I I
I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
SD
FOB
FOB
46.7'
TYP.
.9
TY
P.
EX FENCE (TO REMAIN)
MOTOR
STORAGE
MAGAZINE
30317
16.6'
80.3' 66.8' 93.8'
MOTOR
STORAGE
MAGAZINE
30316
MOTOR
STORAGE
MAGAZINE
30315
100'
N 3554619.17 E 1239955.54 UTM N 4548988.02m UTM E 335970.56m
N 3554706.48 E 1240079.29 UTM N 4549014.41m UTM E 336008.45m
N 3554624.04 E 1240082.49 UTM N 4548989.28m UTM E 336009.25m
N 3554711.35 E 1240206.19 UTM N 4549015.68m UTM E 336047.13m
N 3554628.91 E 1240209.35 UTM N 4548990.54m UTM E 336047.98m
N 3554716.22 E 1240333.10 UTM N 4549016.94m UTM E 336085.82m
N 3554633.78 E 1240336.26 UTM N 4548991.81m UTM E 336086.62m
AREA
TYP.
N 3554701.61 E 1239952.38 UTM N 4549013.15m UTM E 335969.76m
150-FT MAC HOSE
RADIUS (TYP.)
1002 1004 1005
1006 1007 1008
TYP.
TYP.
TYP.
TYP.
AREA 104
978" x 204"
TYP.
LEVELING JACK
ENVELOPE
(PAINTING OF
JACK PADS)
563" x 47"
31.1'
TYP.
15.6
TYP.
AREA 105
738" x 139"
TYP.
100' 100'
TYP.
TYP.
TYP.
TYP.
M O
TO
R
S
TO
R
AG
E M
AG
AZ
IN
E
30"
TYP.
TYP.
EXISTING PAVEMENT
16.6' 30.1' 16.6'
OPTIONAL
MSM (TYP.)
OPTIONAL
MSM (TYP.)
EXISTING GRAVEL FIRE BREAK
1. SEE SHEET CS601 FOR POINT TABLE.
2. UTILITY STRUCTURES ARE SHOWN FOR REFERENCE ONLY. SEE ELECTRIC
DRAWINGS FOR JOINT TRENCH UTILITY INFORMATION.
3. MAGAZINE CONTROL POINTS ARE PROVIDED IN THE UTAH STATE PLANES NAD83,
NORTH ZONE, US FOOT, AS WELL AS THE HILL AFB COORDINATE SYSTEM OF UTM
WGS84 ZONE 12 N METERS.
4. SEE SHEET CP401 FOR TYPICAL MSM CONCRETE DOCK AREA JOINTING PLAN.
JOINTS NOT SHOWN FOR CLARITY.
5. PROVIDE 95 FT., 5" WIDE YELLOW ALIGNMENT STRIPE AT EACH MAGAZINE
CONCRETE APPROACH. TOTAL 855 FT. OF STRIPING. COORDINATE LOCATION OF
MAGAZINE ALIGNMENT STRIPE(S) WITH CONTRACTING OFFICER.
6. EXISTING CONDITIONS MAY BE DIFFERENT THAN SHOWN DUE TO ONGOING
CONSTRUCTION AT THE TIME OF THE NOVEMBER 2, 2021, SURVEY.
*NOT ALL KEYNOTES USED ON ALL SHEETS
1 MSM TRANSPORTER VEHICULAR CONCRETE PAVEMENT, SEE DETAIL F8/C-501
2 MSM VEHICULAR CONCRETE PAVEMENT, SEE DETAIL D8/C-501
3 FIXED BOLLARD, SEE DETAIL A4/C-501
4 6-FOOT WIDE CONCRETE SIDEWALK, SEE DETAIL A2/C-501
5 CENTERLINE MONUMENT, SEE DETAIL D6/C-501
6 TOE OF EARTH COVER, SEE GRADING PLANS
7 CONCRETE UTILITY PAD, SEE DETAIL C6/S-003
8 PAINT JACK LEVELING PAD, SEE DETAIL A1/C-501 AND GENERAL NOTE 5 THIS
SHEET KS
R M
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C
AP
IT
AL
P R
O
JE
C T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SA
C R
EM
EN
TO
D
IS
TR
IC
T
J S
TR
EE
T
SA
C R
EM
EN
TO
, C
A
4-
J
AN
U
AR
Y, AN
SI
D
KS
R
M
U
TA
H T
ES
T
TR
AI
N
IN
G
R
AN
H
D
M
IS
SI
LE
M O
TO
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PT
/S
TO
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AG
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FA
C
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IT
Y
M
O
TO
R S
TO
R
AG
E
M
AG
AZ
IN
ES
READY TO ADVERTISE
1"1/2"0 2"
US Army Corps of Engineers ®
H . L
IU
SHEET OF 117
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
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CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
W . R
EB
IK
B.
S
C
AR
BO
R
O U
G H
C . S
TA
TS
ER
M
SM
S
IT
E
PL
AN
C
IV
IL
CS101
UTTR 464-3
SHEET KEYNOTES
GENERAL NOTES
30' 60'0A2 MSM SITE PLAN
SCALE: 1" = 30'
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
S1
PLAN NORTH
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIIIIII
III
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
III
III
III
III
IIIIII
III
I II
I II
III
IIIIIIIIIIII
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
III
III
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIIIIII
III
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
III
III
III
III
IIIIII
III
I II
I II
III
IIIIIIIIIIII
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
FOB
FOB
.9
TY
P.
46.7'
TYP.
66.8'
TYP.
66.8' 48.3'
M O
TO
R
S
TO
R
AG
E M
AG
AZ
IN
E
MOTOR
STORAGE
MAGAZINE
30313
MOTOR
STORAGE
MAGAZINE
30312
N 3554721.08 E 1240460.01 UTM N 4549018.20m UTM E 336124.51m
N 3554638.64 E 1240463.17 UTM N 4548993.07m UTM E 336125.35m
N 3554733.57 E 1240785.70 UTM N 4549021.45m UTM E 336223.80m
N 3554651.14 E 1240788.86 UTM N 4548996.32m UTM E 336224.60m
1010 1011
1045 1046
TYP.
TYP.
TYP.
TYP.
31.1'
TYP.
15.6'
TYP.
100'
TYP.
TYP.
TYP.
M O
TO
R
S
TO
R
AG
E M
AG
AZ
IN
E
TYP.
EX FENCE (TO REMAIN)
EXISTING PAVEMENT
30.1' 16.6' 30.1'
100'
TYP.
OPTIONAL
MSM (TYP.)
EXISTING GRAVEL FIRE BREAK EXISTING GRAVEL FIRE BREAK
1. SEE SHEET CS601 FOR POINT TABLE.
2. UTILITY STRUCTURES ARE SHOWN FOR REFERENCE ONLY. SEE ELECTRIC
DRAWINGS FOR JOINT TRENCH UTILITY INFORMATION.
3. MAGAZINE CONTROL POINTS ARE PROVIDED IN THE UTAH STATE PLANES NAD83,
NORTH ZONE, US FOOT, AS WELL AS THE HILL AFB COORDINATE SYSTEM OF UTM
WGS84 ZONE 12 N METERS.
4. SEE SHEET CP401 FOR TYPICAL MSM CONCRETE DOCK AREA JOINTING PLAN.
JOINTS NOT SHOWN FOR CLARITY.
5. PROVIDE 95 FT., 5" WIDE YELLOW ALIGNMENT STRIPE AT EACH MAGAZINE
CONCRETE APPROACH. TOTAL 855 FT. OF STRIPING. COORDINATE LOCATION OF
MAGAZINE ALIGNMENT STRIPE(S) WITH CONTRACTING OFFICER.
6. EXISTING CONDITIONS MAY BE DIFFERENT THAN SHOWN DUE TO ONGOING
CONSTRUCTION AT THE TIME OF THE NOVEMBER 2, 2021, SURVEY.
*NOT ALL KEYNOTES USED ON ALL SHEETS
1 MSM TRANSPORTER VEHICULAR CONCRETE PAVEMENT, SEE DETAIL F8/C-501
2 MSM VEHICULAR CONCRETE PAVEMENT, SEE DETAIL D8/C-501
3 FIXED BOLLARD, SEE DETAIL A4/C-501
4 6-FOOT WIDE CONCRETE SIDEWALK, SEE DETAIL A2/C-501
5 CENTERLINE MONUMENT, SEE DETAIL D6/C-501
6 TOE OF EARTH COVER, SEE GRADING PLANS
7 CONCRETE UTILITY PAD, SEE DETAIL C6/S-003
8 PAINT JACK LEVELING PAD, SEE DETAIL A1/C-501 AND GENERAL NOTE 5 THIS
SHEET KS
R M
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C
AP
IT
AL
P R
O
JE
C T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SA
C R
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EN
TO
D
IS
TR
IC
T
J S
TR
EE
T
SA
C R
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EN
TO
, C
A
4-
J
AN
U
AR
Y, AN
SI
D
KS
R
M
U
TA
H T
ES
T
TR
AI
N
IN
G
R
AN
H
D
M
IS
SI
LE
M O
TO
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R
EC
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PT
/S
TO
R
AG
E
FA
C
IL
IT
Y
M
O
TO
R S
TO
R
AG
E
M
AG
AZ
IN
ES
READY TO ADVERTISE
1"1/2"0 2"
US Army Corps of Engineers ®
H . L
IU
SHEET OF 117
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
W . R
EB
IK
B.
S
C
AR
BO
R
O U
G H
C . S
TA
TS
ER
M
SM
S
IT
E
PL
AN
C
IV
IL
CS102
UTTR 464-3
SHEET KEYNOTES
GENERAL NOTES
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
S1
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
S1
30' 60'0
PLAN NORTH
A2 MSM SITE PLAN
SCALE: 1" = 30'
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
IIIIIIIIIIIIIIIIIIIIIIIIIIIIII
III
III
III
III
III
I II
I II
I II
III
IIIIIIIIIIIIIII
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIII
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
IIIIIIIIIIIIIIIIIIIIIIIIIIIIII
III
III
III
III
III
III
I II
I II
I II
III
IIIIIIIIIIIIIII
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIII
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
FOB
46.7'
TYP
.9
TY
P.
93.8'
TYP.
66.8'
TYP.
MOTOR
STORAGE
MAGAZINE
30310
MOTOR
STORAGE
MAGAZINE
30309
N 3554656.00 E 1240915.77 UTM N 4548997.58m UTM E 336263.33m
N 3554743.31 E 1241039.52 UTM N 4549023.98m UTM E 336301.18m
N 3554660.87 E 1241042.68 UTM N 4548998.84m UTM E 336301.98m
N 3554748.18 E 1241166.42 UTM N 4549025.24m UTM E 336339.87m
N 3554665.74 E 1241169.58 UTM N 4549000.11m UTM E 336340.71m
1049 1050 1051
TYP.
TYP.
TYP.
M O
TO
R
S
TO
R
AG
E M
AG
AZ
IN
E
31.1'
TYP.
15.6
TYP.
100' 100'
TYP.
TYP.
N 3554738.44 E 1240912.61 UTM N 4549022.71m UTM E 336262.49m
TYP.
TYP.
EX FENCE (TO REMAIN)
EXISTING PAVEMENT
16.6' 30.1'
EXISTING GRAVEL FIRE BREAK
1. SEE SHEET CS601 FOR POINT TABLE.
2. UTILITY STRUCTURES ARE SHOWN FOR REFERENCE ONLY. SEE ELECTRIC
DRAWINGS FOR JOINT TRENCH UTILITY INFORMATION.
3. MAGAZINE CONTROL POINTS ARE PROVIDED IN THE UTAH STATE PLANES NAD83,
NORTH ZONE, US FOOT, AS WELL AS THE HILL AFB COORDINATE SYSTEM OF UTM
WGS84 ZONE 12 N METERS.
4. SEE SHEET CP401 FOR TYPICAL MSM CONCRETE DOCK AREA JOINTING PLAN.
JOINTS NOT SHOWN FOR CLARITY.
5. PROVIDE 95 FT., 5" WIDE YELLOW ALIGNMENT STRIPE AT EACH MAGAZINE
CONCRETE APPROACH. TOTAL 855 FT. OF STRIPING. COORDINATE LOCATION OF
MAGAZINE ALIGNMENT STRIPE(S) WITH CONTRACTING OFFICER.
6. EXISTING CONDITIONS MAY BE DIFFERENT THAN SHOWN DUE TO ONGOING
CONSTRUCTION AT THE TIME OF THE NOVEMBER 2, 2021, SURVEY.
*NOT ALL KEYNOTES USED ON ALL SHEETS
1 MSM TRANSPORTER VEHICULAR CONCRETE PAVEMENT, SEE DETAIL F8/C-501
2 MSM VEHICULAR CONCRETE PAVEMENT, SEE DETAIL D8/C-501
3 FIXED BOLLARD, SEE DETAIL A4/C-501
4 6-FOOT WIDE CONCRETE SIDEWALK, SEE DETAIL A2/C-501
5 CENTERLINE MONUMENT, SEE DETAIL D6/C-501
6 TOE OF EARTH COVER, SEE GRADING PLANS
7 CONCRETE UTILITY PAD, SEE DETAIL C6/S-003
8 PAINT JACK LEVELING PAD, SEE DETAIL A1/C-501 AND GENERAL NOTE 5 THIS
SHEET KS
R M
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
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SI
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SU
BM
IT
TE
D B
Y:
D
AT
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C
AP
IT
AL
P R
O
JE
C T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SA
C R
EM
EN
TO
D
IS
TR
IC
T
J S
TR
EE
T
SA
C R
EM
EN
TO
, C
A
4-
J
AN
U
AR
Y, AN
SI
D
KS
R
M
U
TA
H T
ES
T
TR
AI
N
IN
G
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AN
H
D
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IS
SI
LE
M O
TO
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PT
/S
TO
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AG
E
FA
C
IL
IT
Y
M
O
TO
R S
TO
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AG
E
M
AG
AZ
IN
ES
READY TO ADVERTISE
1"1/2"0 2"
US Army Corps of Engineers ®
H . L
IU
SHEET OF 117
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
W . R
EB
IK
B.
S
C
AR
BO
R
O U
G H
C . S
TA
TS
ER
M
SM
S
IT
E
PL
AN
C
IV
IL
CS103
UTTR 464-3
SHEET KEYNOTES
GENERAL NOTES
PLAN NORTH
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
S1
30' 60'0
A4 MSM SITE PLAN
SCALE: 1" = 30'
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
SITE LAYOUT COORDINATE POINTS TABLE
POINT NO.
NORTHING
3554803.58
3554803.30
3554806.19
3554808.07
3554810.41
3554811.97
3554815.81
3554817.40
3554820.11
3554821.91
3554833.06
3554834.82
3554837.44
3554839.25
3554842.98
3554844.83
3554847.09
3554848.88
3554801.23
3554707.86
3554806.10
3554712.73
3554810.97
3554717.59
3554815.84
3554722.46
3554820.70
3554727.33
3554833.20
3554739.82
3554838.06
3554744.69
3554842.93
3554749.55
3554847.80
3554754.42
EASTING
1239931.87
1239978.58
1240058.87
1240105.50
1240172.29
1240218.93
1240312.68
1240359.32
1240426.10
1240472.73
1240765.29
1240811.93
1240878.71
1240925.34
1241019.10
1241065.73
1241132.52
1241179.16
1239948.56
1239952.14
1240075.47
1240079.05
1240202.37
1240205.95
1240329.28
1240332.86
1240456.19
1240459.77
1240781.88
1240785.46
1240908.79
1240912.37
1241035.70
1241039.28
1241162.60
1241166.18
DESCRIPTION
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
CL MONUMENT
CL MONUMENT
CL MONUMENT
CL MONUMENT
CL MONUMENT
CL MONUMENT
CL MONUMENT
CL MONUMENT
CL MONUMENT
CL MONUMENT
CL MONUMENT
CL MONUMENT
CL MONUMENT
CL MONUMENT
CL MONUMENT
CL MONUMENT
CL MONUMENT
CL MONUMENT
KS
R
M
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C
AP
IT
AL
P R
O
JE
C T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SA
C R
EM
EN
TO
D
IS
TR
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T
J S
TR
EE
T
SA
C R
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EN
TO
, C
A
4-
J
AN
U
AR
Y, AN
SI
D
KS
R
M
U
TA
H T
ES
T
TR
AI
N
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G
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AN
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D
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IS
SI
LE
M O
TO
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PT
/S
TO
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AG
E
FA
C
IL
IT
Y
M
O
TO
R S
TO
R
AG
E
M
AG
AZ
IN
ES
READY TO ADVERTISE
1"1/2"0 2"
US Army Corps of Engineers ®
H . L
IU
SHEET OF 117
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
W . R
EB
IK
B.
S
C
AR
BO
R
O U
G H
C . S
TA
TS
ER
SI
TE
L
AY
O U
T
PO
IN
T
TA
BL
E C
IV
IL
CS601
UTTR 464-3
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
III
III
III
III
II
I
II
I
III
IIII IIIIIIIIIIIIIIIIIIIII II
III
I II
III
III
I I I I I I I I I I I I I I I I I I I I I
I I I
I I I
I I I
I I I
I I I
I I I
III
III
XX
X
X
XX
X
FOB
FOB
FOB
FOB
FOB
FOB
FOB
FOB
III III
III
III
III
III
III
III
II
I
II
I
III
IIII IIIIIIIIIIIIIIIIIIIII II
III
I II
III
III
I I I I I I I I I I I I I I I I I I I I I
I I I
I I I
I I I
I I I
I I I
I I I
III
III
X
MOTOR TRANSFER FACILITY
(SEE PACKAGE 2 - RAIL SPUR
AND MOTOR TRANSFER FACILITY)
BOXCAR HOLDING AREA
(SEE PACKAGE 2 - RAIL SPUR
AND MOTOR TRANSFER FACILITY)
EXISTING MSA FENCE
ARCTIC ROAD
CEDAR ROAD
FORREST ROAD
EXISTING ASH ST.
RAIL LINE
(SEE PACKAGE 2 - RAIL SPUR
AND MOTOR TRANSFER FACILITY)
MOTOR STORAGE MAGAZINES
(SEE PACKAGE 1 - MOTOR
STORAGE MAGAZINE)
FORREST ROAD
PROPOSED MOTOR
STORAGE MAGAZINES (9)
CG101 CG102 CG103
434243
KS
R
M
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C
AP
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AL
P R
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C T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SA
C R
EM
EN
TO
D
IS
TR
IC
T
J S
TR
EE
T
SA
C R
EM
EN
TO
, C
A
4-
J
AN
U
AR
Y, AN
SI
D
KS
R
M
U
TA
H T
ES
T
TR
AI
N
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G
R
AN
H
D
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IS
SI
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M O
TO
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PT
/S
TO
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AG
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FA
C
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IT
Y
M
O
TO
R S
TO
R
AG
E
M
AG
AZ
IN
ES
READY TO ADVERTISE
1"1/2"0 2"
US Army Corps of Engineers ®
H . L
IU
SHEET OF 117
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
W . R
EB
IK
B.
S
C
AR
BO
R
O U
G H
C . S
TA
TS
ER
M
SM
G R
AD
IN
G P
LA
N
O
VE
R
AL
L C
IV
IL
CG100
UTTR 464-3
0 500' 1000'0 500' 1000'500' 1000'0
PLAN NORTH
A4 MSM GRADING PLAN OVERALL
SCALE: 1" = 500'
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
III
III
III
III
III
I II
I II
III
IIIIIIIIIIIIIII
III
III
III
III
III
III
I II
I II
I II
IIIIIIIIIIIIIIIIII
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIIIIII
III
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIIIIIIIIIIIIIII
III
III
I
III
III
III
III
III
III
III
III
I I I
I I I
I I I
I I I
I I I I I I I I I I I I I I I I I I I I I I I I
I I I
I I I
I I I
I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
III
III
III
III
III
III
III
III
III
III
III
III
III
SD
SD
SD
SD
FOB
FOB
M-19
P-2
M-1
M-2
M-3
M-4
IIIIIII
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIIIIII
III
III
III
III
III
III
I II
I II
I II
IIIIIIIIIIIIIIIIII
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIIIIII
III
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIIIIIIIIIIIIIII
III
III
I
III
III
III
III
III
III
III
III
I I I
I I I
I I I
I I I
I I I I I I I I I I I I I I I I I I I I I I I I
I I I
I I I
I I I
I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
III
III
III
III
III
III
III
III
III
III
III
III
III
2:1 2:
3:1
M
SM
FF
=4
2.
M
SM
FF
=4
2.
M
SM
FF
=4
3.
M
SM
F
F=
.6
G R
AD
E
TO
D
R
AI
N , T
YP
MATCH EXST
EL 4347.59 MATCH EXST
EL 4347.60
MATCH EXST
EL 4347.98
MATCH EXST
EL 4348.27
MATCH EXST
EL 4348.91
MATCH EXST
EL 4349.21
MATCH EXST
EL 4349.96
EL 4370.87
EL 4371.15
EL 4370.87
EL 4371.15
EL 4370.87 EL 4370.87
2:1
EL 4371.27
EL 4371.55
EL 4371.27
EL 4371.55
EL 4371.27 EL 4371.27
2:1
2:
2:1
EL 4349.35
EL 4372.22
EL 4372.50
EL 4372.22
EL 4372.50
EL 4372.22 EL 4372.22
2:1
2:
2:1
APRON FG =
FF-50.5" +/-0.5"
APRON FG =
FF-50.5" +/-0.5"
APRON FG =
FF-50.5" +/-0.5"
EL 4373.27
EL 4373.27
2:
2:1
EL 4373.55
EL 4373.55
2:
2:
2:
2:
1 2:
2:
1 2:
MATCH EXST
EL 4348.58
MATCH EXST
EL 4348.59
MATCH EXST
EL 4347.36
MATCH EXST
EL 4347.86
MATCH EXST
EL 4348.85
MATCH EXST
EL 4349.59
EL 4350.39
EL 4351.70
EL 4352.10
EL 4353.05 EL 4354.10
EXISTING PAVEMENT
4345 4346
MATCH EXISTING GRAVEL
FIRE BREAK, TYP
TYP
EL 4350.39,
TYP TOE
EL 4348.39,
TYP TOE
3:1
3:1
0.
5%
0.
5%
0.
5% 0.
5%
MATCH EXST
EL 4347.30
5'
APRON FG = FF-50.5" +/-0.5"
49 4350
48 4349
EL 4347.99
EL 4347.99
EL 4350.87
EL 4350.39
EL 4349.34,
TYP TOE
EL 4347.99,
TYP TOE
EL 4349.34
EL 4349.87
EL 4349.34
EL
4348.40
EL 4349.34
EL
4348.00
EL 4348.39
EL 4348.39
EL 4348.87
EL 4348.39EL 4347.99
EL 4348.37
EL 4347.99
1. SEE SHEETS BB601 THROUGH BB604 FOR BORE LOGS.
2. SEE SHEETS CU101 THROUGH CU103 FOR FOUNDATION DRAINS.
3. EXISTING CONDITIONS MAY BE DIFFERENT THAN SHOWN DUE TO ONGOING
CONSTRUCTION AT THE TIME OF THE NOVEMBER 2, 2021, SURVEY.
*NOT ALL KEYNOTES USED ON ALL SHEETS
1 COHESIVE FILL PLACED AGAINST AND OVER MAGAZINES, SEE STRUCTURAL
PLANS
KS
R
M
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C
AP
IT
AL
P R
O
JE
C T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SA
C R
EM
EN
TO
D
IS
TR
IC
T
J S
TR
EE
T
SA
C R
EM
EN
TO
, C
A
4-
J
AN
U
AR
Y, AN
SI
D
KS
R
M
U
TA
H T
ES
T
TR
AI
N
IN
G
R
AN
H
D
M
IS
SI
LE
M O
TO
R
R
EC
EI
PT
/S
TO
R
AG
E
FA
C
IL
IT
Y
M
O
TO
R S
TO
R
AG
E
M
AG
AZ
IN
ES
READY TO ADVERTISE
1"1/2"0 2"
US Army Corps of Engineers ®
H . L
IU
SHEET OF 117
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
W . R
EB
IK
B.
S
C
AR
BO
R
O U
G H
C . S
TA
TS
ER
M
SM
G R
AD
IN
G P
LA
N
C
IV
IL
CG101
UTTR 464-3
SHEET KEYNOTES
GENERAL NOTES
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
G
30' 60'0
PLAN NORTH
A2 MSM GRADING PLAN
SCALE: 1" = 30'
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIIIIII
III
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
III
III
III
III
IIIIII
III
I II
I II
III
IIIIIIIIIIII
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
SD
SD
SD
SD
FOB
FOB
CPT-15 M-20
M-4
M-5
M-6
M-7
III
III
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIIIIII
III
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
III
III
III
III
IIIIII
III
I II
I II
III
IIIIIIIIIIII
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
M
SM
FF
=4
1.
M
SM
F
F=
.3
M
SM
F
F=
.6
MATCH EXST
EL 4350.14 MATCH EXST
EL 4350.48
MATCH EXST
EL 4350.43
MATCH EXST
EL 4349.93
MATCH EXST
EL 4346.69
MATCH EXST, EL 4346.64
MATCH EXST
EL 4346.68
G R
AD
E
TO
D
R
AI
N , T
YP
MATCH EXST
EL 4347.31
EL
4350.40
EL 4373.55
EL 4373.27
EL 4373.27
2:1
EL 4373.55
2:
2:
2:
2:
MATCH EXST
EL 4349.86
MATCH EXST
EL 4351.09
TYP
EL 4373.72
EL 4374.00
EL 4373.72
EL 4374.00
EL 4373.72 EL 4373.72
2:1
2:
2:1
APRON FG =
FF-50.5" +/-0.5"
APRON FG =
FF-50.5" +/-0.5"
TYP
M
SM
FF
=4
5.
EL 4347.09
EL 4369.92
EL 4370.20
EL 4369.92
EL 4370.20
EL 4369.92 EL 4369.92
2:1
2:
2:1
APRON FG =
FF-50.5" +/-0.5"
EL 4369.97
EL 4369.97
2:
2:1
EL 4370.25
EL 4370.25
2:
2:
2:
APRON FG = FF-50.5" +/-0.5"
MATCH EXST
EL 4347.09
MATCH EXST
EL 4347.09
MATCH EXST
EL 4347.09 MATCH EXST, EL 4346.35
EL 4350.79
EL 4354.55 EL 4350.75
EXISTING PAVEMENT
4348 4347
434343
4342 4343
MATCH EXISTING
GRAVEL FIRE BREAK, TYP
MATCH EXISTING
GRAVEL FIRE BREAK, TYP
0.
5%
0.
5%
EL 4347.09,
TYP TOE
EL 4347.09
EL 4347.37
EL 4347.04,
TYP TOE
EL 4347.04
EL 4347.44
EL 4347.04
EL 4350.84,
TYP TOE
0.
5%
0.
5%
MATCH EXST
EL 4351.09
MATCH EXST
EL 4351.09
EL 4350.84 MATCH EXST
EL 4347.55
50EL 4350.39,
TYP TOE
EL 4350.84
EL 4351.37
EL 4350.84EL 4350.39
EL 4350.87
1. SEE SHEETS BB601 THROUGH BB604 FOR BORE LOGS.
2. SEE SHEETS CU101 THROUGH CU103 FOR FOUNDATION DRAINS.
3. EXISTING CONDITIONS MAY BE DIFFERENT THAN SHOWN DUE TO ONGOING
CONSTRUCTION AT THE TIME OF THE NOVEMBER 2, 2021, SURVEY.
*NOT ALL KEYNOTES USED ON ALL SHEETS
1 COHESIVE FILL PLACED AGAINST AND OVER MAGAZINES, SEE STRUCTURAL
PLANS
KS
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READY TO ADVERTISE
1"1/2"0 2"
US Army Corps of Engineers ®
H . L
IU
SHEET OF 117
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
W . R
EB
IK
B.
S
C
AR
BO
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C . S
TA
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M
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CG102
UTTR 464-3
SHEET KEYNOTES
GENERAL NOTES
30' 60'0A2 MSM GRADING PLAN
SCALE: 1" = 30'
M
AT
C H
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N
E
- S
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S
H
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M
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C H
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E
- S
EE
S
H
EE
T C
G
PLAN NORTH
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
III
III
III
III
III
I II
I II
I II
III
IIIIIIIIIIIIIII
III
III
III
III
III
III
I II
I II
III
IIIIIIIIIIII
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
SD
SD
SD
SD
SD
FOB
P-3
M-21
M-7
M-8
M-9
IIIIIIIIIIIIIIIIIIIIIIIIIIIIII
III
III
III
III
III
III
I II
I II
I II
III
IIIIIIIIIIIIIII
III
III
III
III
III
III
I II
I II
III
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MATCH EXST
EL 4346.74
MATCH EXST
EL 4347.61
MATCH EXST
EL 4347.22MATCH EXST
EL 4347.19
EL 4347.09
EL 4370.25
EL 4369.97
2:
EL 4369.97
EL 4370.25
APRON FG =
FF-50.5" +/-0.5"
2:1 2:
1 2:
2:
1 2:
2:
EL 4347.09
APRON FG =
FF-50.5" +/-0.5"
APRON FG =
FF-50.5" +/-0.5"
EL 4348.03
2:1
EL 4370.75
EL 4370.47
EL 4370.47
2:1
EL 4370.47
EL 4370.75
EL 4370.47
2:
2:1
EL 4371.20
EL 4370.92 EL 4370.92
2:1
EL 4370.92
EL 4371.20
EL 4370.92
2:
MATCH EXST
EL 4347.09
MATCH EXST
EL 4346.35
MATCH EXST, EL 4347.59
MATCH EXST
EL 4345.85 MATCH EXST, EL 4346.59
MATCH EXST
EL 4347.28
EL 4347.59
EL 4347.59
EL 4348.04
EL 4350.80
EL 4351.30
EXISTING PAVEMENT
0.
5%
MATCH EXST
EL 4347.72
MATCH EXST, EL 4347.91
MATCH EXST, EL 4344.00
MATCH EXISTING
TOP OF SLOPE, TYP
434743474347
MATCH EXST
EL 4344.47
MATCH EXST
EL 4345.61
MATCH EXISTING GRAVEL
FIRE BREAK, TYP
EL 4347.01
0.
5%
0.
5%
EL 4351.75
EL 4348.04
EL 4348.37
EL 4348.04
EL 4348.04,
TYP TOEEL 4347.59,
TYP TOE
EL 4347.59
EL 4347.95
EL 4347.59
EL 4347.59
EL 4347.09,
TYP TOE
EL 4347.09
EL
4347.37
TYP
1. SEE SHEETS BB601 THROUGH BB604 FOR BORE LOGS.
2. SEE SHEETS CU101 THROUGH CU103 FOR FOUNDATION DRAINS.
3. EXISTING CONDITIONS MAY BE DIFFERENT THAN SHOWN DUE TO ONGOING
CONSTRUCTION AT THE TIME OF THE NOVEMBER 2, 2021, SURVEY.
*NOT ALL KEYNOTES USED ON ALL SHEETS
1 COHESIVE FILL PLACED AGAINST AND OVER MAGAZINES, SEE STRUCTURAL
PLANS
KS
R
M
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N
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READY TO ADVERTISE
1"1/2"0 2"
US Army Corps of Engineers ®
H . L
IU
SHEET OF 117
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
W . R
EB
IK
B.
S
C
AR
BO
R
O U
G H
C . S
TA
TS
ER
M
SM
G R
AD
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UTTR 464-3
SHEET KEYNOTES
GENERAL NOTES
PLAN NORTH
M
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S
H
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G
30' 60'0
A4 MSM GRADING PLAN
SCALE: 1" = 30'
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
CG151
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FR 4354
43504345
4350 4348
4346 4348
MOTOR TRANSFER FACILITY
(SEE PACKAGE 2 - RAIL SPUR
AND MOTOR TRANSFER FACILITY)
EXISTING MSA FENCE
ARCTIC ROAD
PROPOSED MOTOR
STORAGE MAGAZINES (9)
FORREST ROAD
CEDAR ROAD
FORREST ROAD
MOTOR STORAGE
MAGAZINES (SEE
PACKAGE 1 - MOTOR
STORAGE MAGAZINE)
STAGING AND
STORAGE AREA
(PACKAGE 3)
STAGING AND STORAGE
AREA (PACKAGE 1)
CG152
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1"1/2"0 2"
US Army Corps of Engineers ®
H . L
IU
SHEET OF 117
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
W . R
EB
IK
B.
S
C
AR
BO
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C . S
TA
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L C
IV
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CG150
UTTR 464-3
0 200' 400'A1 MSM EROSION CONTROL PLAN OVERALL
SCALE: 1" = 200'
PLAN NORTH
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
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4350 4348
1 1
FORREST ROAD
CEDAR ROAD
PROPOSED MOTOR
STORAGE MAGAZINES
PROPOSED MOTOR
STORAGE MAGAZINES
MOTOR STORAGE
MAGAZINES (SEE
PACKAGE 1 - MOTOR
STORAGE MAGAZINE)
*NOT ALL KEYNOTES USED ON ALL SHEETS
1 FIBER ROLL, SEE DETAIL A7/C-506
2 STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL E9/C-506
3 STRAW BALE SEDIMENT BARRIER, SEE DETAIL A4/C-506
1. DURING CONSTRUCTION, DISTURBED AREAS LEFT LONGER THAN 7 DAYS SHALL
BE RESEEDED WITH THE NATIVE SEED MIX AND METHOD CALLED OUT ON THE
GENERAL NOTES, SEE SHEET C-001.
2. BMP LOCATIONS ARE SCHEMATIC AND SHOULD BE PLACED TO MEET THE
CONTRACTORS MEANS/METHODS OF CONSTRUCTION WHILE STILL MEETING THE
REQUIREMENTS OF THE CGP.
3. CONTRACTOR TO COORDINATE EROSION CONTROL MEASURES WITH PACKAGE 1
CONTRACTOR.
4. EXISTING CONDITIONS MAY BE DIFFERENT THAN SHOWN DUE TO ONGOING
CONSTRUCTION AT THE TIME OF THE NOVEMBER 2, 2021, SURVEY.
KS
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AG
E
M
AG
AZ
IN
ES
READY TO ADVERTISE
1"1/2"0 2"
US Army Corps of Engineers ®
H . L
IU
SHEET OF 117
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
W . R
EB
IK
B.
S
C
AR
BO
R
O U
G H
C . S
TA
TS
ER
M
SM
E R
O
SI
O N
C O
N
TR
O L
PL
AN
C
IV
IL
CG151
UTTR 464-3
SHEET KEYNOTES
GENERAL NOTES
100' 200'0
PLAN NORTH
A1 MSM EROSION CONTROL PLAN
SCALE: 1" = 100'
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
G
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
III
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43504345
ARCTIC ROAD
CEDAR ROAD
FORREST ROAD
MOTOR STORAGE
MAGAZINES (SEE
PACKAGE 1 - MOTOR
STORAGE MAGAZINE)
MOTOR TRANSFER FACILITY
(SEE PACKAGE 2 - RAIL SPUR
AND MOTOR TRANSFER FACILITY)
STAGING AND STORAGE AREA
(PACKAGE 3)
STAGING AND STORAGE
AREA (PACKAGE 1)
*NOT ALL KEYNOTES USED ON ALL SHEETS
1 FIBER ROLL, SEE DETAIL A7/C-506
2 STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL E9/C-506
3 STRAW BALE SEDIMENT BARRIER, SEE DETAIL A4/C-506
1. DURING CONSTRUCTION, DISTURBED AREAS LEFT LONGER THAN 7 DAYS SHALL
BE RESEEDED WITH THE NATIVE SEED MIX AND METHOD CALLED OUT ON THE
GENERAL NOTES, SEE SHEET C-001.
2. BMP LOCATIONS ARE SCHEMATIC AND SHOULD BE PLACED TO MEET THE
CONTRACTORS MEANS/METHODS OF CONSTRUCTION WHILE STILL MEETING THE
REQUIREMENTS OF THE CGP.
3. CONTRACTOR TO COORDINATE EROSION CONTROL MEASURES WITH PACKAGE 1
CONTRACTOR.
4. EXISTING CONDITIONS MAY BE DIFFERENT THAN SHOWN DUE TO ONGOING
CONSTRUCTION AT THE TIME OF THE NOVEMBER 2, 2021, SURVEY.
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READY TO ADVERTISE
1"1/2"0 2"
US Army Corps of Engineers ®
H . L
IU
SHEET OF 117
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
NOT FOR CONSTRUCTION.
REVIEW PURPOSES ONLY.
W . R
EB
IK
B.
S
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C . S
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CG152
UTTR 464-3
SHEET KEYNOTES
GENERAL NOTES
100' 200'0
PLAN NORTH
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
G
A1 MSM EROSION CONTROL PLAN
SCALE: 1" = 100'
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW
UNDER THE
AUTHORITY OF
CARIANN E. STATSER
CA 62901
DATE: 21 DEC, 2021
C2 TYPICAL SECTION - TRANSVERSE AT MOTOR STORAGE MAGAZINE
SCALE: 1" = 10'
PROP GR
EXST GR
COHESIVE EARTH FILL
MATERIAL PER
SPECIFICATIONS, TYP
PROP SWALE
(DRAINS TO REAR)
MSM
CLMSM
CL
6" PERFORATED FOOTING
DRAIN PIPE, TYP
GRAVEL MATERIAL PER SPEC 31 00 00 WRAPPED
IN GEOTEXTILE FABRIC PER SPEC 31 05 19, TYP
MSM FF
MSM FF
MATCH
EXST GR
COHESIVE EARTH FILL
MATERIAL PER
SPECIFICATIONS, TYP
MSM FF
TRANSPORTER DOCK
EXST GR
APRON FG =
FF - 50.5" +/- 0.5"
HEADER BEAM, TYP
99' EXST ASPHALT PAVEMENT 8' EXST
BENCH
93.9' VEHICULAR CONCRETE PAVEMENT
93.9' VEHICULAR
CONCRETE PAVEMENT
M
AT
C H
LI
N
E
SE
E
D
ET
AI
L
E2 B
EL
O
W
F2 TYPICAL SECTION - LONGITUDINAL AT MOTOR STORAGE MAGAZINE
SCALE: 1" = 10'
E2 TYPICAL SECTION - LONGITUDINAL AT MOTOR STORAGE MAGAZINE
SCALE: 1" = 10'
M
AT
C H
LI
N
E
SE
E D
ET
AI
L F2
A
BO
VE
EXST 2'
SWALE BTM
25' EXST FIRE BREAK
EXST GR
10'
6" PVC DRAIN PIPE
2:1
2.00% 2.00%
2:1 2:1
2.00% 2.00%
2:1
0.50% MAX
2.00%
2.00% 3:1
0.00%
0.50% MAX
0.00%
2:1
2.00% 3:1
2:1 MAX
NOTE:
SEE D8/C-501 FOR MSM VEHICULAR
CONCRETE PAVEMENT SECTION
NOTE:
SEE D8/C-501 FOR MSM VEHICULAR
CONCRETE PAVEMENT SECTION
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