W9128F24R0004_100_Percent_Drawings.pdf
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- Construct Emergency Power Plant Fuel Storage, Cavalier SFS, ND Federal contract opportunity
- Solicitation number
- W9128F24R0004
About this file
This document appears to be the 100% Construction Drawings for the Construct Emergency Power Plant Fuel Storage project at Cavalier Space Force Station in North Dakota, related to Solicitation Number W9128F24R0004.
The project will construct a 360,000-gallon fuel storage farm to operate the emergency power plant for the Perimeter Acquisition Radar Attack Characterization System (PARCS) at Cavalier SFS. The project includes utility infrastructure, exterior communications, and site preparation. It will comply with DoD antiterrorism/force protection requirements and all applicable DoD, Air Force, and base design standards. The acquisition approach will be a Best Value Tradeoff RFP following FAR Part 15 procedures. The solicitation is unrestricted and open to both large and small businesses. Contractors must be registered in the System for Award Management (SAM) with the applicable NAICS code of 237120 prior to submitting an offer. The contracting office is the USACE Omaha District.
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G-001
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
CAVALIER SPACE FORCE STATION, ND
EMERGENCY POWER PLANT FUEL STORAGE
PN EGYN123003
of Engineers
US Army Corps
OMAHA DISTRICT
W9128F24R0004
XXXXXXX-XX-X-XXXX
APRIL 2024
Omaha District of Engineers
US Army Corps
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
SECTION
PE
SECTION
PE
SECTION
PE
SECTION
PE
SECTION
PE
SECTION
SECTION
RA
CADD
PROJECT COORD.
DATE
DATE
DATE
DATE
CHIEF, DESIGN BRANCH
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.
ENGINEERING DIVISION, P.E.
CHIEF,
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152
AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR
THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES
ENGINEERING & SCIENCES BRANCH
CHIEF, GEOTECHNICAL
ENGINEERING BRANCH
CHIEF, HYDROLOGIC
FUELS
ARCH. / INTER.
ELEC.
MECH.
PE
CIVIL / ENVIR.
STRUCT.
DATECHIEF, DAM SAFETY PROD.
CENTER
GEOT./ DAM SAFETY
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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US Army Corps
U .S
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G-002
INDEX
SHEET SEQUENCE NUMBER
w/ Level 2 Designator
DISCIPLINE DESIGNATOR
M - 2 0 1
2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:
R
T
E
M
D
P
F
Q
I
A
S
L
C
B
V
H
G
RESOURCE
TELECOMMUNICATIONS
ELECTRICAL
MECHANICAL
PROCESS
PLUMBING
FIRE PROTECTION
EQUIPMENT
INTERIORS
ARCHITECTURAL
STRUCTURAL
LANDSCAPE
CIVIL
GEOTECHNICAL
SURVEY / MAPPING
HAZARDOUS MATERIALS
GENERAL
INDEX LEGEND:
SHEET TYPE DESIGNATOR
3. SHEET TYPE DESIGNATORS:
3D REPRESENTATIONS
USER DEFINED
USER DEFINED
SCHEDULES & DIAGRAMS
DETAILS
LARGE-SCALE VIEWS
SECTIONS
ELEVATIONS
PLANS
GENERAL
Designator)
RELEASE 6.0 for Level 2
(see A/E/C CADD STANDARD
H
E
ELEC
H
E
V
V
E
E
E
W
E
E
E
E
E
E
E
TP
TP
ELEC
ELEC
S
U
ELEC
E
E
ELEC
V
E
U
V
V
V
V
V
V
V
V
V
G
G
G
G
G
V
V
V
V
CO
ELEC
E
V
ELEC
V
V
PS_
ELEC
V
V
ELEC
FUEL STORAGE
ELEC
E E
SAN
SAN
SAN
SAN
SAN
SAN
SAN
W
W
W
CP
C P
C P
CP CP
E E
E E
E E
W
WW
W W
W
W W
W W
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
E
E E
EEEE
E
E E
E E E E E E E E E E E E E E E E
EEEEEEEEEEEEEEEEEEE
W
W
W
W W
W
E
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E
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E
E
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E
E
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E
E
E
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E
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E E
E
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E
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E
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E
E
E
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E E
E E
E E
E
E E
E
E E
E
E
E
E
E
E
E
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LPGLPG
H
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ELEC
H
E
V
V
E
E
E
E
W
E
E
E
E
E
E
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TP
TP
ELEC
ELEC
S
U
ELEC
E
E
ELEC
V
E
U
V
V
V
V
V
V
V
V
V
G
G
G
G
G
V
V
V
V
CO
ELEC
E
V
ELEC
V
V
PS_
ELEC
V
V
ELEC
FUEL STORAGE
ELEC
E E
E
E
E
SAN
SAN
SAN
SAN
SAN
SAN
SAN
W
W
W
CP
C P
C P
CP CP
E E
E E
E E
W
WW
W W
W
W W
W W
E E
E E
E E
E E
E E
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E E
E E
E E
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E
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EEEE
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E E E E E E E E E E E E E E E E
EEEEEEEEEEEEEEEEEEE
W
W
W
W W
W
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PR
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A
1%
PR
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TI
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PR
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TI
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3%
PR
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A 4%
N D
B-
1.
dw g
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B
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N
P
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N
B-10140' 80'0
PLAN
NORTH
SOIL BORING LOCATION PLAN
SCALE: 1" = 40'A1
PATROL ROAD PATROL ROAD PATROL ROAD
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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SU
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D B
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C H
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D B
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D R
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SHEET ID
US Army Corps of Engineers
U .S
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AM
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PN
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YN
LEGEND
APPROXIMATE BORING LOCATION
BORING INFORMATION
BORING NO. NORTHING EASTING ELEVATION(FT)
CSFS22-01 639712.028 2595280.871 1,169.4
CSFS22-02 639593.032 2595199.854 1,170.9
CSFS22-03 639467.829 2595280.101 1,169.8
CSFS22-04 639402.123 2595129.256 1,172.2
CSFS22-05 639327.002 2595191.878 1,171.7
CSFS22-06 639164.742 2595086.916 1,174.2
CSFS22-07 639181.493 2595356.844 1,169.1
CSFS22-08 639262.373 2595872.752 1,162.7
BORING NOTES
1. COORDINATE SYSTEM: NORTH DAKOTA NORTH (3301), DATUM: NAVD88, NAD83.
2. SEE SHEETS B-301 AND B-302 FOR BORING LOGS.
CSFS22-05
CSFS22-06
CSFS22-07
CSFS22-08
CSFS22-04
CSFS22-03
CSFS22-02
CSFS22-01
CLAYEY SAND, gray, medium dense, moist, trace gravel
CSFS22-01
AUG 29, 2022
N 639712.028 E 2595280.871
ELEV. 1,169.4 FT
VEGETATION AT SURFACE
LL PIMC N
EOB - 30.0 FT BELOW GROUND SURFACE
0.0
5.0
DEPTH (FT)
10.0
SM
15.0
20.0
25.0
14% 22
POORLY GRADED SAND WITH CLAY, grayish brown, medium dense, moist, trace gravel
CSFS22-02
AUG 29, 2022
N 639593.032 E 2595199.854
ELEV. 1,170.9 FT
VEGETATION AT SURFACE
LL PIMC N
EOB - 50.0 FT BELOW GROUND SURFACE
0.0
5.0
DEPTH (FT)
10.0
SP-SC
15.0
20.0
25.0
CLAYEY SAND, dark gray, medium dense, moist, 1% gravel, 4% coarse sand, 39% medium sand, 39% fine sand, 17% fines
CSFS22-03
AUG 30, 2022
N 639467.829 E 2595280.101
ELEV. 1,169.8 FT
VEGETATION AT SURFACE
LL PIMC N
EOB - 30.0 FT BELOW GROUND SURFACE
0.0
5.0
DEPTH (FT)
10.0
SC
15.0
20.0
25.0
66 41
CLAYEY SAND, dark gray, medium dense, moist, 1% gravel, 4% coarse sand, 31% medium sand, 41% fine sand, 23% fines
CSFS22-04
AUG 26, 2022
N 639402.123 E 2595129.256
ELEV. 1,172.2 FT
VEGETATION AT SURFACE
LL PIMC N
EOB - 30.0 FT BELOW GROUND SURFACE
0.0
5.0
DEPTH (FT)
10.0
SC
15.0
20.0
25.0
30.0
30.0
35.0
40.0
45.0
50.0
30.0
30.0
10% 18
27% 11
31% 22
22% 52
28% 49
29% 97
21% 113/0.8
12% 14
8% 19
12% 28
28% 31
25% 46
25% 56
27% 77
22% 96
26% 102/0.9
28% 96
28% 104/0.9
19% 91
14% 23
10% 15
7% 24
33% 16
28% 45
26% 46
27% 70
22% 94
16% 16
15% 13
25% 18
27% 27
31% 10
29% 51
25% 64
25% 96
62 37
61 33
POORLY GRADED SAND, light brown, medium dense, moist, 2% coarse sand, 48% medium sand, 45% fine sand, 5% fines
27% gravel, 14% coarse sand, 22% medium sand, 26% fine sand, 11% fines
7% gravel, 9% coarse sand, 37% medium sand, 41% fine sand, 6% fines
POORLY GRADED SAND WITH CLAY, reddish brown, dense, wet, 6% gravel, 10% coarse sand, 22% medium sand, 53% fine sand, 9% fines
POORLY GRADED SAND WITH CLAY, dark brown, medium dense, moist, 7% gravel, 18% coarse sand, 58% medium sand, 12% fine sand, 5% fines
FAT CLAY (weathered shale), dark gray, hard, 1% medium sand, 1% fine sand, 98% fines
12% gravel, 12% coarse sand, 29% medium sand, 34% fine sand, 13% fines, wet below about 9 ft.
1% medium sand, 1% fine sand, 98% fines, hard below about 19 ft.
SP
CLAYEY SAND, dark gray, medium dense to dense, moist to wet, trace gravel
SC
FAT CLAY (weathered shale), dark gray, hard, trace sand
CH
CLAYEY SAND, dark gray, dense, wet, trace gravel
SC
SP-SC
FAT CLAY (weathered shale), dark gray, hard, trace sand
CH
POORLY GRADED SAND, grayish brown, medium dense, moist, trace gravelSP
SP-SC
wet below about 9 ft.
CH
FAT CLAY (weathered shale), dark gray, stiff, trace sand
CH
pH = 7.26, SO4 = 14 ppm, Resistivity = 7,752 ohm-cm
8/29
8/29 8/30 8/30
8/30 8/26 8/27
C.I. 8/29
C.I. 8/29
C.I. 8/30
C.I. 8/26
1,175
1,170
1,165
1,160
1,155
1,150
1,145
1,140
1,135
1,130
1,125
1,120
1,175
1,170
1,165
1,160
1,155
1,150
1,145
1,140
1,135
1,130
1,125
1,120
BORING NOTES
1. THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF
FIELD AND LABORATORY DATA. THE TERMS "DRY", "MOIST", "WET", ETC.
ARE FIELD DESCRIPTIONS MADE BY THE GEOLOGIST IN THE FIELD AT THE
TIME OF DRILLING. SEE "MC" ON THE CONDENSED LOG OF BORINGS FOR
LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.
LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.
2. THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED AT
THEIR RESPECTIVE LOCATIONS AND THE WATER LEVEL ENCOUNTERED AT
THAT TIME. THE BORING LOGS ARE CONSIDERED REPRESENTATIVE OF
THE SOILS WHICH WERE ENCOUNTERED AT THAT LOCATION; HOWEVER,
WATER LEVELS CAN FLUCTUATE APPRECIABLY AT DIFFERENT SEASONS
OF THE YEAR OR FROM YEAR TO YEAR DEPENDING LARGELY ON CLIMATIC
CONDITIONS. THE CONTRACTOR SHOULD IDENTIFY GROUNDWATER
CONDITIONS PRIOR TO THE TIME OF CONSTRUCTION.
3. WEATHERED SHALE (FAT CLAY) WITH PLASTICITY INDICES (PI) OF 33 AND
ABOVE WERE ENCOUNTERED AT ANTICIPATED EXCAVATION DEPTHS.
THESE SOILS ARE KNOWN TO HAVE HIGH SHRINK-SWELL POTENTIAL WITH
CHANGES IN MOISTURE CONTENT. CARE SHOULD BE TAKEN TO KEEP
THESE SOILS AT OR NEAR THEIR NATURAL MOISTURE CONTENTS.
4. REFUSAL IS DEFINED AS A CUMULATIVE BLOW COUNT (N) EXCEEDING 60 IN
ANY SIX INCH INTERVAL OF THE STANDARD PENETRATION TEST (SPT).
ONCE REFUSAL IS ENCOUNTERED, THE SPT IS DISCONTINUED.
5. THE BORING LOGS INDICATED THAT SOILS EXCEEDING SPT BLOW COUNTS
OF 60 OVER A SIX-INCH INTERVAL WERE ENCOUNTERED. THE SOILS
APPEAR TO BE WEATHERED SHALE.
6. FOR SOIL BORING LOCATIONS, SEE SHEET B-101.
7. COORDINATE SYSTEM: NORTH DAKOTA NORTH STATE PLANE (3301)
DATUM: NAVD88, NAD83
BORING LEGEND
CSFS22-01
AUG 29, 2022
N 639712.028 E 2595280.871
ELEV. 1,169.4 FT
MC
LL
PI
N
% fines
Opt. MC
Max. DD pH
SO4
ppm
Resistivity
EOB
BORING NUMBER
DATE BORING COMPLETED
UNITED STATES STATE PLANE COORDINATES, US SURVEY
FEET, ZONE 3301, NORTH DAKOTA NORTH
TOP OF BORING ELEVATION ROUNDED TO NEAREST
TENTH-FOOT (NAVD88)
NATURAL MOISTURE CONTENT IN PERCENT (ASTM D2216)
LIQUID LIMIT
PLASTICITY INDEX
STANDARD PENETRATION BLOW COUNT. NUMBER OF BLOWS
FOR A 140-POUND WEIGHT DROPPING 30 INCHES TO DRIVE A
2-INCH OUTSIDE DIAMETER SAMPLER 1 FOOT.
PERCENT OF SOIL BY DRY WEIGHT PASSING THE NO. 200
SIEVE (ASTM D422 / C136)
OPTIMUM MOISTURE CONTENT FROM MODIFIED PROCTOR
COMPACTION TEST (ASTM D1557)
MAXIMUM DRY DENSITY FROM MODIFIED PROCTOR
COMPACTION TEST (ASTM D1557)
pH VALUE FROM LAB ANALYSIS (ASTM G51)
WATER SOLUBLE SULFATE FROM LAB ANALYSIS (ASTM C1580)
PARTS PER MILLION
SOIL RESISTIVITY FROM LAB ANALYSIS (ASTM G57)
GROUNDWATER TABLE WHILE DRILLING
GROUNDWATER TABLE 24 HOURS AFTER DRILLING
BORING CAVE-IN DEPTH AND DATE MEASURED
END OF BORING
8/29
8/30
C.I. 8/29
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
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AT
E:
SI
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M
AR
K
D
ES
C R
IP
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D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EM
ER
G
EN
C Y
PO
W
ER
P
LA
N
T
FU
EL
S
TO
R
AG
E
C
AV
AL
IE
R S
PA
C
E
FO
R C
E
ST
AT
IO
N , N
D O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
AN
SI
D
AP
R
IL
M . R
EI
N
IG
AD
VE
R
TI
SE
M
EN
T
W
F2
4R
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
PN
E
G
YN
N D
B-
1-
2.
dw g
C . F
R
IT
ZS
C
H
R . S
IS
K
R . S
IS
K
SH
EE
T
O F
SO
IL
B
O R
IN
G
L O
G S
B-301
CLAYEY SAND, dark gray, medium dense, moist, 1% gravel, 3% coarse sand, 36% medium sand, 44% fine sand, 16% fines
CSFS22-05
AUG 26, 2022
N 639327.002 E 2595191.878
ELEV. 1,171.7 FT
VEGETATION AT SURFACE
LL PIMC N
EOB - 30.0 FT BELOW GROUND SURFACE
0.0
5.0
DEPTH (FT)
10.0
SC
15.0
20.0
25.0
CLAYEY SAND, dark gray, medium dense, moist, 7% gravel, 9% coarse sand, 28% medium sand, 38% fine sand, 18% fines, Opt. MC = 17.7%, Max. DD = 106.4 pcf
CSFS22-06
AUG 26, 2022
N 639164.742 E 2595086.916
ELEV. 1,174.2 FT
VEGETATION AT SURFACE
LL PIMC N
EOB - 10.0 FT BELOW GROUND SURFACE
GROUNDWATER NOT ENCOUNTERED
0.0
5.0
DEPTH (FT)
10.0
SC
CLAYEY SAND, dark brown, medium dense, moist, 2% coarse sand, 28% medium sand, 42% fine sand, 28% fines
CSFS22-07
AUG 30, 2022
N 639181.493 E 2595356.844
ELEV. 1,169.1 FT
VEGETATION AT SURFACE
LL PIMC N
EOB - 50.0 FT BELOW GROUND SURFACE
0.0
5.0
DEPTH (FT)
10.0
SC
15.0
20.0
25.0
CLAYEY SAND, grayish brown, medium dense, moist, 4% gravel, 9% coarse sand, 30% medium sand, 38% fine sand, 19% fines
CSFS22-08
AUG 26, 2022
N 639262.373 E 2595872.752
ELEV. 1,162.7 FT
VEGETATION AT SURFACE
LL PIMC N
EOB - 10.0 FT BELOW GROUND SURFACE
GROUNDWATER NOT ENCOUNTERED
0.0
5.0
DEPTH (FT)
10.0
SC
30.0
30.0
35.0
40.0
45.0
50.0
16% 22
17% 16
11% 26
21% 23
30% 11
26% 58
24% 53
28% 98
16% 19
18% 10
8% 24
25% 22
16% 15
24% 14
18% 21
18% 15
10% 16
12% 15
15% 28
24% 43
31% 20
27% 41
26% 70
23% 92
26% 99
34% 91
22% 77/0.7
20% 90/0.7
65 41
63 39
29%
45 18
39 16
13%
38 17
38 17
POORLY GRADED SAND WITH CLAY, light brown, medium dense, moist to wet, 1% gravel, 2% coarse sand, 15% medium sand, 77% fine sand, 5% fines
FAT CLAY (weathered shale), dark gray, stiff, 1% coarse sand, 2% medium sand, 9% fine sand, 88% fines
6% gravel, 8% coarse sand, 25% medium sand, 32% fine sand, 29% fines
21% gravel, 20% coarse sand, 20% medium sand, 30% fine sand, 9% fines, wet below about 9 ft.
5% gravel, 6% coarse sand, 23% medium sand, 27% fine sand, 39% fines
SP-SC
hard below about 19 ft.
pH = 7.16, SO4 = 19 ppm, Resistivity = 11,236 ohm-cm
CH
POORLY GRADED SAND, light brown, medium dense, moist
CLAYEY SAND, dark gray, medium dense, moistSC
SP
POORLY GRADED SAND WITH CLAY, grayish brown, medium dense, moist, trace gravel
SP-SC
FAT CLAY (weathered shale), dark gray, very stiff to hard, trace sand
CH
SP-SC POORLY GRADED SAND WITH CLAY, brown, medium dense, moist
8/30 8/27 8/26
C.I. 8/26
C.I. 8/26
C.I. 8/30
C.I. 8/26
1,175
1,170
1,165
1,160
1,155
1,150
1,145
1,140
1,135
1,130
1,125
1,120
1,175
1,170
1,165
1,160
1,155
1,150
1,145
1,140
1,135
1,130
1,125
1,120
BORING NOTES
1. SEE NOTES AND LEGEND ON SHEET B-301.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EM
ER
G
EN
C Y
PO
W
ER
P
LA
N
T
FU
EL
S
TO
R
AG
E
C
AV
AL
IE
R S
PA
C
E
FO
R C
E
ST
AT
IO
N , N
D O
M
AH
A D
IS
TR
IC
T
C
AP
IT
O
L
AV
E.
O
M
AH
A, N
E
AN
SI
D
AP
R
IL
M . R
EI
N
IG
AD
VE
R
TI
SE
M
EN
T
W
F2
4R
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
PN
E
G
YN
N D
B-
1-
2.
dw g
C . F
R
IT
ZS
C
H
R . S
IS
K
R . S
IS
K
SH
EE
T
O F
SO
IL
B
O R
IN
G
L O
G
B-302
EQUIPMENT, FACILITY 809
ABANDONED COOLING TOWER
BUILDING 805
NITROGEN TANK
MANUAL SWING GATE
ASPHALT ROAD
ASPHALT ROAD
UNDERGROUND FUEL TANKS
ELECTRICAL FILTER ROOM
FACILITY 810
COOLING TOWER
COOLING TOWER EQUIPMENT (TYP)
SECURE AREA PERIMETER FENCE
ELECTRIC MANHOLES TYP.
HEAT SINK
EQUIPMENT, FACILITY 807
ABANDONED COOLING TOWER
NITROGEN TANK
SECURE AREA PERIMETER FENCE
SLIDE GATE
AUTOMATIC
FACILITY 840
CONCRETE VAULT,
SECURITY ROAD
COMMUNICATION LINES
UNDERGROUND ELECTRIC LINE TYP.
UNDERGROUND ELECTRIC LINE
WATER MAIN
WATER MAIN
SEWER LINE
EXISTING CULVERT
BUILDING 801, SP OPERATIONS
FACILITY 808
COOLING TOWER
TELEMETRY LINE
REDUNDANT NITROGEN GAS SUPPLY
FUEL OIL VAULT, FACILITY 840.
FROM FUEL OIL BUILDING 805 TO
ABANDONED FUEL OIL PIPELINE
N W
O
A E
C
D W
G
W o rk S p a c e
\N
D
\N
D
V
F
.d w g
:3
:2
P
M
/1 /2
P D
A
E C p d f.
p lt c fg
D
V
F .d w g
M R
E
IN
IG
D
C A
R T
E R
D
C A
R T
R
X
IS
T
IN
G
C O
N D
IT
IO
N S
VF101
EXISTING CONDITIONS
SCALE: 1" = 40'
A1
SLIDE GATE
AUTOMATIC
W
U
E
FUEL STORAGE
S
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E M
E R
G E
N C
Y P
O W
E R
P L
A N
T F
U E
L S
T O
R A
G E
C A
V A
L
IE
R S
P A
C E
F O
R C
E S
T A
T
IO
N
N D
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E
O M
A H
A
N E
A N
S I
D
A P
R
IL
M R
E
IN
IG
A D
V E
R T
IS
E
M E
N T
W F
R
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
E G
Y N
40' 80'0
NORTH
PLAN
1ST STREET (SERVICE ROAD A)
BRASS CAP IN CONCRETE1176.5992594570.723639160.674CAV 2
DESCRIPTIONELEVATIONEASTINGNORTHINGNAME
CONTROL TABLE
MUST BE LOCATED AND VERIFIED BY CONTRACTOR.
7. SURVEY DATA WAS SUPPLEMENTED BY A GIS/AS-BUILT DRAWING OF THE SITE, PROVIDED BY THE INSTALLATION. ALL UNDERGROUND UTILITIES
6. ALL UTILITIES WERE LOCATED BY SURFACE INDICATION.
5. COMBINED GRID FACTOR IS: 0.999946241
4. CONTOUR INTERVAL IS 1 US SURVEY FOOT.
3. TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY METHODS. FIELD SURVEY DATE: APRIL 2022.
CONTROL POINTS: CAV 2
2. ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1988 (NAVD 88). THEY ARE BASED ON
SYSTEM FOR: NORTH DAKOTA NORTH FIPS 3301. THEY ARE BASED ON CONTROL POINT: CAV 2
1. GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83) STATE PLANE COORDINATE
SURVEY NOTES:
LS
FS
LS
LS
LS
LS LS
LS LS
LS LSLS LS
LS LS
LS LS
LS
LS
LS
HPV
HPV
HPV
LP
D
LP
D
HPV
SEE CS503
CONTAINMENT HARDSTAND,
TRUCK OFFLOAD / SPILL
PUMPHOUSE
6' WALK
DOUBLE WALL FUEL STORAGE TANKS
8 - 50,000 GALLON UNDERGROUND
HOLDDOWN PAD INFORMATION.
INFORMATION AND LOCATION. SEE SS101 FOR
SEE SHEET MS501 AND MS504 FOR MANWAY
SEE SHEET CP501 FOR PAVEMENT SECTION.
ACCESS TO TANK MANWAYS & SNOW REMOVAL.
6" THICK 136' x 62' CONCRETE PAVEMENT FOR
SIDEWALK
BETWEEN PAD AND
EXPANSION JOINT
ENDS OF TANK SLAB.
PROTECTION OF THE TANK VENTS ON BOTH
PAD W/ TWO PIPE BOLLARDS (TYP) FOR
(2) 6" THICK 2' x 8' CONCRETE HOUSEKEEPING
R
R
R
R
R
R 3
R
/1
R
/4
1/
/8
R
R
PERMITTED" SIGN
"NO VEHICLES
N W
O A
E C
D
W G
W o rk
S p a c e
\N
D
\N
D C
S .d w g
:4
:2
P
M
/1 /2
P D
A
E C p d f.
p lt c fg
D
C
S
.d w g
S T
A Y
L O
R
D
C A
R T
E R
D
C A
R T
IV
IL
S
IT
E
P L
A N
CS101
CIVIL SITE PLAN
SCALE: 1" = 40'
A1
PAVEMENT
NEW ASPHALT
H1/CS501
BASIN, SEE
CONTAINMENT
REMOTE
SHEET CP100 FOR LIMITS
WITH 12' WIDE ASPHALT PAVEMENT, SEE
OPTION: REPLACE DETERORATED ROAD
WITH 12' WIDE ASPHALT PAVEMENT
OPTION: REPLACE DETERIORATED ROAD
VAULT. SEE CS402
EXISTING UST
CULVERT
NEW 15"
SEE A13/CS502
PIPE BOLLARD (TYP.),
SEE CU501
HYDRANT,
NEW FIRE
NEW FIRE HYDRANT, SEE CU501
REMAIN
GATE TO
EXISTING
REMAIN
FENCE TO
EXISTING
REMAIN
GATE TO
EXISTING
REMAIN
GATE TO
EXISTING
EXTENDED TO PATROL ROAD.
WITH 12' WIDE ASPHALT PAVEMENT,
OPTION: REPLACE DETERIORATED ROAD
o o o o o o o o o o o o
ROADWAY CENTERLINE
ROADWAY CENTERLINE
ROADWAY CENTERLINE
20'
26'
12'
12'
12'
31.5
12'
R
R
R
R
R
R
R
R
R
R
R 5 R o
R
ACCESS ROADWAY
FIRE DEPARTMENT
120'
PARAMETER
ACCESS ROADWAY
FIRE DEPARTMENT
CONNECTION (FDC)
FIRE DEPARTMENT
HYDRANT
FIRE
EXISTING
PARAMETER
ACCESS ROADWAY
FIRE DEPARTMENT CULVERT
NEW 15"
U
ELEC
E
ELEC
ELEC
FUEL STORAGE
ELEC
S
UTILITIES WERE LOCATED BY 811 TICKET.7)
ALL UTILITIES WERE LOCATED BY SURFACE INDICATION.6)
0.999946241COMBINED GRID FACTOR IS: 5)
CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)
TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY METHODS. FIELD SURVEY DATE: APRIL 2022.3)
VERTICAL DATUM OF 1988 (NAVD 88). THEY ARE BASED ON CONTROL POINT: CAV 2
ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NATIONAL GEODETIC 2)
NORTH DAKOTA NORTH FIPS 3301. THEY ARE BASED ON CONTROL POINT: CAV 2
AMERICAN DATUM of 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR:
GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH1)
SURVEY NOTES
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E M
E R
G E
N C
Y P
O W
E R
P L
A N
T F
U E
L S
T O
R A
G E
C A
V A
L
IE
R S
P A
C E
F O
R C
E S
T A
T
IO
N
N D
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E
O M
A H
A
N E
A N
S I
D
A P
R
IL
M R
E
IN
IG
A D
V E
R T
IS
E
M E
N T
W F
R
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
E G
Y N
40' 80'0
NORTH
PLAN
1ST STREET (SERVICE ROAD A)
LS
FS
LS
LS
LS
LS LS
LS LS
LS LSLS LS
LS LS
LS LS
LS
LS
HPV
HPV
HPV
HPV
ELECTRICAL ROOM
UNDERGROUND STORAGE TANKS
8 - 50,000 GALLON DOUBLE WALL
UNDERGROUND FUEL PIPING (TYP)
6' WALK
HARDSTAND
CONTAINMENT
PAD / SPILL
OFFLOAD / EQUIPMENT
CONCRETE TRUCK
REINFORCED
PIPE BOLLARD (TYP)
LINE
VALVE ON OUTFALL DRAIN
BASIN WITH CONTROL
REMOTE CONTAINMENT
FUEL PIPING (TYP)
ABOVEGROUND
FIRE HYDRANT
N W
O A
E C
D
W G
W o rk
S p a c e
\N
D
\N
D C
S .d w g
:4
:1
P
M
/1 /2
P D
A
E C p d f.
p lt c fg
D
C
S
.d w g
S T
A Y
L O
R
D
C A
R T
E R
D
C A
R T
L A
R G
E D
P L
A N
T
A N
K S
P
U M
P H
O U
S E
O
F F
L O
A D
CS401
ENLARGED PLAN - TANKS, PUMPHOUSE, OFFLOAD
SCALE: 1" = 10'
A1
TRUCK OFFLOAD CONNECTIONS
INLET GRATE
TANK ACCESS & SNOW REMOVAL
CONCRETE PAD AT SURFACE FOR
6' WALK
E: 2595207.96
N: 639426.27
E: 2595207.96
N: 639364.27
E: 2595165.96
N: 639352.27
E: 2595113.96
N: 639320.23
E: 2595165.96
N: 639320.23
E: 2595113.96
N: 639352.27
E: 2595184.50
N: 639315.31
E: 2595186.56
N: 639270.58
E: 2595260.95
N: 639290.45
E: 2595235.08
N: 639260.29
E: 2595238.93
N: 639245.79
E; 2595071.96
N: 639426.27
E:2595071.96
N: 639364.27
E: 2595102.96
N: 639364.27
E: 2595102.96
N: 639309.31
E: 2595190.69
N: 639255.12
E: 2595220.58
N: 639256.41
E: 2595224.45
N: 639241.92
E: 2595237.48
N: 639291.43
E: 2595265.08
N: 639274.99
E: 2595125.29
N: 639364.27
E: 2595131.29
N: 639364.27
E: 2595071.96
N: 639399.27
E: 2595069.96
N: 639399.27
E: 2595069.96
N: 639391.27
E: 2595071.96
N: 639391.27
E: 2595207.96
N: 639399.27
E: 2595209.96
N: 639399.27
E: 2595209.96
N: 639391.27
E: 2595207.96
N: 639391.27
E: 2595108.96
N: 639364.27
INTERIOR.
FOR REFERENCE OF BUILDING
SEE ARCHITECTURAL SHEET A-101
E: 2595219.96
N: 639279.50
E: 2595108.96
N: 639315.31
E: 2595125.96
N: 639352.27
E: 2595130.62
N: 639352.26
E: 2595120.63
N: 639315.31 E: 2595115.96
N: 639315.31
E: 2595163.63
N: 639315.31 E: 2595155.63
N: 639315.31
E: 2595202.57
N: 639274.86
E: 2595200.76
N: 639281.62
E: 2595206.45
N: 639283.13
E: 2595218.15
N: 639286.27
E: 2595181.90
N: 639309.31
E: 2595133.43
N: 639425.27
E: 2595146.47
N: 639425.27
E: 2595133.43
N: 639409.52
E: 2595133.43
N: 639393.77
E: 2595133.43
N: 639378.02
E: 2595146.47
N: 639409.52
E: 2595146.47
N: 639393.77
E: 2595146.47
N: 639378.02
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E M
E R
G E
N C
Y P
O W
E R
P L
A N
T F
U E
L S
T O
R A
G E
C A
V A
L
IE
R S
P A
C E
F O
R C
E S
T A
T
IO
N
N D
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E
O M
A H
A
N E
A N
S I
D
A P
R
IL
M R
E
IN
IG
A D
V E
R T
IS
E
M E
N T
W F
R
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
E G
Y N
NORTH
10' 20'0
SEALED.
PENETRATION SHALL BE
CONCRETE AND VAULT
COMPACTED UNDER
SHALL BE ADEQUATELY
VAULT. REPLACEMENT FILL
EXPOSE WEST WALL OF
LINES. EXCAVATE TO
INSTALLATION OF FUEL
AND CURB FOR
CONTAINMENT PAVEMENT
CONCRETE SPILL
REMOVE AND REPLACE
OF FUEL LINES
FOR INSTALLATION
CORE VAULT WALL
UNDERGROUND VAULT
CONCRETE TRUCK PARKING PAD TO REMAIN
TRENCH DRAIN
TRENCH DRAIN
MORE DETAILS
SEE MECHANICAL SHEETS FOR
NEW FUEL LINES FROM NEW UST'S
CONCRETE CONTAINMENT PAVEMENT
VERTICAL CURB
VERTICAL CURB NEW (OPTION) ASPHALT PAVEMENT
NEW (OPTION) ASPHALT PAVEMENT
E: 2595634.39
N: 639419.48
E: 2595682.29
N: 639460.21
E: 2595689.87
N: 639442.43
E: 2595697.48
N: 639423.79
E: 2595643.34
N: 639401.57
E: 2595627.05
N: 639437.31
E: 2595640.71
N: 639401.85
EXISTING UST TO REMAIN
EXISTING UST TO REMAIN
N W
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P L
A N
E
X
IS
T
IN
G V
A U
L T
CS402
ENLARGED PLAN - EXISTING VAULT
SCALE: 1" = 5'
A1
IN DETAILS.
MECHANICAL SHEETS FOR TIE-
EXISTING SUPPLY LINES. SEE
CONNECT NEW FUEL LINES TO
LS
LP
D
LP
D
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
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E D
B Y
C H
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K E
D B
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D R
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M A
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E M
E R
G E
N C
Y P
O W
E R
P L
A N
T F
U E
L S
T O
R A
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V A
L
IE
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P A
C E
F O
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T A
T
IO
N
N D
O M
A H
A D
IS
T
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IC
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P
IT
O L
A V
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B E
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F
IL
E N
A M
E
P N
E G
Y N
NORTH
5' 10'0
PROVIDED WITH A LOCKABLE HANDWHEEL AND VALVE POSITION INDICATOR.
RESISTANT TO HYDROCARBONS (NITRILE RUBBER SEALS). GEAR ACTUATOR SHALL BE
NOTE: 100% PORT ECCENTRIC PLUG VALVE SHALL CONFORM TO AWWA C517 AND BE
#5 @ 12" OCEW
#5 @ 12" OCEW
#5 @ 12" OCEW
OCEW
#5 @ 12"
12"x18"x3" SUMP
13'
GUARDRAIL
PIPE
2" STAND
'10"13''10"
A10
CONTAINMENT DRAIN VALVE DETAIL
NO SCALE
G9
STEP DETAIL
NO SCALE
K9
STAND PIPE GUIDE BRACKET DETAIL
NO SCALE
K15
INLET PIPE DETAIL
SCALE: 1" = 0.5'
0 1' 2'6"
0 1' 2'6"
6"0 3" 1'
FLOW DIRECTION
SIDE GUARD
SEAL (TYP. BOTH SIDES)
SEGMENTED ELASTOMERIC
MECHANICALLY ADJUSTABLE
NITRILE BOOT
BAND CLAMPS
STAINLESS STEEL
3" MIN EMBEDMENT
PROJECTION
7" MIN / 12" MAX 16" MIN TREAD WIDTH
TEXTURED TREAD
MINIMUM OF 12 INCHES AND MAXIMUM OF 16 INCHES.
OF THE BASIN WALL. STEPS SHALL BE ALIGNED VERTICALLY AND EVENLY SPACED AT A
FLOOR. THE HIGHEST STEP SHALL BE LOCATED NOT MORE THAN 12 INCHES BELOW THE TOP
3. THE LOWEST STEP SHALL BE LOCATED NOTE MORE THAN 12 INCHES ABOVE THE BASIN
TO JET FUEL.
2. POLYPROPYLENE COMPOSITE STEPS SHALL NOT BE USED DUE TO POSSIBLE EXPOSURE
ABOVE.
OSHA REQUIREMENTS FOR MANHOLE STEPS, AS WELL AS THE REQUIREMENTS INDICATED
1. STEPS SHALL BE A STANDARD MANUFACTURER'S PRODUCT MEETING ASTM C 478 AND
NOTES:
2. OTHER MEANS OF SECURELY MOUNTING THE STAND PIPE TO THE CONTAINMENT BASIN WALL ARE ACCEPTIBLE.
1. A MINIMUM OF THREE GUIDE BRACKETS SHALL BE PROVIDED FOR EACH STAND PIPE.
NOTES:
XX X X X X X X X X X X
AROUND PIPE SLEEVE.
WATERSTOP BAND CONTINUOUS
3" WIDE GALVANIZED STEEL
GALVANIZED STEEL PIPE SLEEVE
ELASTOMERIC SEAL
SEGMENTED
ADJUSTABLE
MECHANICALLY
BASIN WALL
CONTAINMENT
2" STEEL STAND PIPE NITRILE BOOT
AROUND PIPE SLEEVE.
REINFORCEMENT
PROVIDE ADDITIONAL
INDICATOR
POSITION
VALVE
WITH 4x4 W2.9xW2.9 WWF
4'x4'x4" CONCRETE PAD
2" STAND PIPE
2" GALVANIZED SPLIT RING HANGER
BASIN WALL
CONTAINMENT
CONCRETE
5" LONG, MIN 2" EMBEDMENT
EXPANSION ANCHOR
3/8" GLAVANIZED
WATERSTOP (TYP)
6" X 3/8" NITRILE
COUPLING WITH CAP
2" MALE CAMLOCK DISCONNECT
(TYP)
2" CLEAR
(TYP)
2" CLEAR
STAINLESS STEEL RODENT SCREEN
12"
BAND CLAMPS
STAINLESS STEEL
GRADE
EXISTING
2' TYP, 1.5" MIN.
AS NECESSARY,
WALL REINFORCEMENT.
MATCH SIZE AND SPACING OF
DOWEL W/STD. 90° HOOK (TYP.)
(T
Y P
C
L E
A R
(TYP)
" AMPLITUDE MINIMUM4
ROUGHEN SURFACE TO
LAP SPLICE
CLASS B
DRAIN LINE
CONTAINMENT
OUTFALL
DRAIN VALVE
CONTAINMENT
OUTFALL TO
JOINT
EXPANSION
1/ 2% S
LO
P E
1172.00
1172.00
1171.92
1172.00
HANDWHEEL
LOCKABLE
GEAR ACTUATOR
SEATED END
DIRECT BURY APPLICATIONS
SEALED VALVE BODY FOR
SEALED EXTENDED BONNET
PLUG VALVE
ECCENTRIC
K9
CS501
D15
CS501
COURSE UNDER REMOTE CONTAINMENT BASIN TO BELOW FROST DEPTH.
2. PROVIDE FOAM BOARD INSULATION AND FREE DRAINING GRAVEL BASE
1. PROVIDE RE-ENTRANT CORNER REINFORCEMENT AROUND SUMP PIT.
CONTAINMENT BASIN NOTES:
STEP (TYP)
K15/CS501
INLET PIPE DETAIL,
INLET PIPE, SEE
SEE OUTLET PIPE DETAIL, B8/CS504
PIPE SLEEVE WITH SLEEVE SEALS,
G9/CS501
STEP DETAIL
STEPS, SEE
RODENT SCREEN
STAINLESS STEEL
A1
CONTAINMENT BASIN PLAN
SCALE: 1" = 1'
H1
CONTAINMENT BASIN SECTION
1" = 1'
CS501
H1
AREA
CONTAINMENT HARDSTAND
DRAIN LINE FROM
D15
OUTLET PIPE DETAIL
SCALE: 1" = 0.5'
(TYP. BOTH ENDS)
BAND CLAMPS
STAINLESS STEEL
NITRILE BOOT (TYP.)
SEAL (TYP. BOTH ENDS)
SEGMENTED ELASTOMERIC
MECHANICALLY ADJUSTABLE
AROUND PIPE SLEEVE.
WATERSTOP BAND CONTINUOUS
3" WIDE GALVANIZED STEEL
GALVANIZED STEEL PIPE SLEEVE
TYP.
" AMPLITUDE4
MINIMUM OF
JOINT SURFACE TO
ROUGHEN CONSTRUCTION
ACCORDANCE WITH 03 30 00.
WATERSTOP SPLICES IN
CONSTRUCTION JOINTS. WELD
AROUND BASIN PERIMETER AT ALL
WATERSTOP IS TO BE CONTINUOUS
AROUND PIPE SLEEVE.
REINFORCEMENT
PROVIDE ADDITIONAL
6"0 3" 1'
PLUG VALVE
D.I.P. PIPE UNTIL
B E
L O
W F
R O
S T
D E
P T
H
EXISTING GRADE
2. SEE SHEET CG203 FOR ELEVATIONS.
1. REMOTE CONTAINMENT WILL BE 3' IN DEPTH.
NOTES:
1. FLAP GATE IS NOT REQUIRED SINCE ONLY ONE HARDSTAND AREA IS CONTRIBUTING TO THE BASIN.
NOTES:
TYP.
9"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
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IT
T
E D
B Y
C H
E C
K E
D B
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D R
A W
N B
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D E
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D B
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C O
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N O
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N N
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U E
D A
T E
S I Z
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M A
R K
D E
S C
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IP
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E M
E R
G E
N C
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P L
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L S
T O
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P A
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F O
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D A
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D A
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D E
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CS501
3/8" GALV. PLATE
STEEL PIPE
GALVANIZED
1-1/2" DIA
CONFINED SPACE
ENTER BY PERMIT ONLY
- SEE DETAIL E8/CS511
CONFINED SPACE SIGN
A5
GUARDRAIL ELEVATION AT OPENING FOR STEPS
NO SCALE
A1
GUARDRAIL SECTION
NO SCALE
BE HOT DIP GALVANIZED AFTER FABRICATION.
1. PIPE HANDRAIL, POSTS, BASE PLATE AND SIGN FRAMING SHALL
NOTES:
G1
GUARDRAIL BASE PLATE PLAN
NO SCALE
L1
BASE PLATE ELEVATION
NO SCALE
STAINLESS STEEL FASTENERS.
1. PROVIDE GALVANIZED STEEL BARS FOR SIGN FRAMING AND
NOTES:
DUAL SPRINGS
STAINLESS STEEL
GUARDRAIL
11/16" HOLES
5-1/2"
1-1/8" 1-1/8"1-5/8"1-5/8"
-1
/2
-1
/8
-5
/8
-5 /8
-1 /8
3/8" DRAIN HOLE (TYP)
4" LONG
EXPANSION ANCHORS
1/2" GALVANIZED
1/4"
BASE PLATE
MAXIMUM SPACING
POSTS @ 8'-0" C.C.
STANDARD STEEL PIPE
1-1/2" DIA. GALVANIZED
VARIES
GRADE
4" MIN.
12"
1/4"
1/4"
2'-0"
L1
CS502
SAFETY YELLOW
OSHA COMPLIANT,
SWING GATE,
SELF-CLOSING
FOOTING
CONCRETE
PAVEMENT
WITH CONCRETE
AT INTERFACE
EXPANSION JOINT
AS SHOWN
FROM PIPE
FOTTING AWAY
SLOPE TOP OF
CONCRETE
FILL PIPE WITH
ROUNDED TOP
SAFETY YELLOW.
2. PIPE BOLLARD SHALL BE NPS 6" STANDARD WEIGHT STEEL PIPE, PAINTED
05 50 13 MISCELLANEOUS METAL FABRICATIONS.
1. STEEL PIPE FOR PIPE BOLLARDS SHALL CONFORM TO SPECIFICATION SECTION
NOTES:
A13
PIPE BOLLARD DETAIL
SCALE: 1" = 1' 0 1' 2'6"
SEE NOTE 2
STEEL PIPE -
'18"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
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C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E M
E R
G E
N C
Y P
O W
E R
P L
A N
T F
U E
L S
T O
R A
G E
C A
V A
L
IE
R S
P A
C E
F O
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E S
T A
T
IO
N
N D
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A H
A D
IS
T
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IC
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A H
A
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D A
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CS502
0 5' 10'
A1
TRUCK OFFLOAD DETAILS
SCALE: 1"=5'
RAMP
RAMP
1174.50 G
1750.00 TC
1175.00 G
1175.00 TC
A
C P
11174.50 G
1175.00 TC
1175.00 TC
1174.60 G
1174.50 G
1175.00 TC1174.50 G
1175.00 TC
1175.00 TC
1174.60 G
PAVEMENT
CONCRETE
REINFORCED
1174.50 G
1175.00 TC
1175.00 G
1175.00 TC
1175.00 G
1175.00 TC
1174.50 G
1175.00 TC
C P
E
(TYP)
PIPE BOLLARD
CONCRETE CURB
6-INCH REINFORCED
RIM ELEV = 1174.30
TRENCH DRAIN
A1
CP501
6' SIDEWALK
NEW ASPHALT PAVEMENT
NEW ASPHALT PAVEMENT
BREAKLINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E M
E R
G E
N C
Y P
O W
E R
P L
A N
T F
U E
L S
T O
R A
G E
C A
V A
L
IE
R S
P A
C E
F O
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T A
T
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N
N D
O M
A H
A D
IS
T
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IC
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A V
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A H
A
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P
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N
D A
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P
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D A
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N
D A
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CS503
N W
O A
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A L
L P
A V
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P L
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CP100
OVERALL PAVING PLAN
SCALE: 1" = 40'
A1
WITH 12' WIDE ASPHALT PAVEMENT
OPTION: REPLACE DETERIORATED ROAD
WITH 12' WIDE ASPHALT PAVEMENT
OPTION: REPLACE DETERIORATED ROAD
MATCH EXISTING PAVEMENT ELEVATION
MATCH EXISTING PAVEMENT ELEVATION
RESTICTION ON THE PAD.
HAVE SIGNAGE INDICATING THIS
CONCRETE SLABS ABOVE TANKS. SHALL
NO VEHICLES WILL HAVE ACCESS TO
NEW ASPHALT PAVEMENT.
PAVEMENT ELEVATION
MATCH EXISTING
MATCH EXISTING PAVEMENT ELEVATION
PAVEMENT ELEVATION
MATCH EXISTING
U
ELEC
E
ELEC
ELEC
FUEL STORAGE
ELEC
UTILITIES WERE LOCATED BY 811 TICKET.7)
ALL UTILITIES WERE LOCATED BY SURFACE INDICATION.6)
0.999946241COMBINED GRID FACTOR IS: 5)
CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)
TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY METHODS. FIELD SURVEY DATE: APRIL 2022.3)
VERTICAL DATUM OF 1988 (NAVD 88). THEY ARE BASED ON CONTROL POINT: CAV 2
ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NATIONAL GEODETIC 2)
NORTH DAKOTA NORTH FIPS 3301. THEY ARE BASED ON CONTROL POINT: CAV 2
AMERICAN DATUM of 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR:
GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH1)
SURVEY NOTES
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E M
E R
G E
N C
Y P
O W
E R
P L
A N
T F
U E
L S
T O
R A
G E
C A
V A
L
IE
R S
P A
C E
F O
R C
E S
T A
T
IO
N
N D
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E
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A H
A
N E
A N
S I
D
A P
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M R
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IN
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A D
V E
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IS
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M E
N T
W F
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F
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E N
U M
B E
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F
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E N
A M
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P N
E G
Y N
40' 80'0
NORTH
GENERAL SHEET NOTES
ABUTS EXISTING ASPHALT PAVEMENT.
EXISTING EDGE WHERE NEW ASPHALT PAVEMENT
1. SAWCUT EXISTING PAVEMENT MINIMUM 1' FROM
ASPHALT PAVEMENT
CONCRETE PAVEMENT
LEGEND
ASPHALT PAVEMENT (OPTION)
CP502.
2. SEE ROADWAY CROSS SECTION DETAIL ON SHEET
CP501.
1. SEE TYPICAL PAVEMENT SECTION DETAIL ON SHEET
1ST STREET (SERVICE ROAD A)
P
C P
CP
0+00
1+00
2+00
3+00
4+00
5+
6+
7+
8+
9+
+0
+0
+0
+1
7.
POB: 0+00.00
PO
E:
2+
.4
PC: 0+59.59
PC: 4+55.39
PC: 9+08.76PC
: 10+46.51
PT: 1+23.29
PT: 5+08.38
PT: 9+21.76
PT
: 1
0+
.9
0+00
1+00
1+99.51
POB: 0+00.00
POE: 1+99.51
0+00
1+00
1+25.44
POB: 0+00.00
PC: 0+08.01
PT: 0+89.95
PO
E: 1+25.44
L1
L2
L3
L4
L5L6
C1
C2
C3
C4
L7
L8
L9
C5
Service Road D
STA: 8+85.18
OFF: 0.000
N: 639307.2743
E: 2595339.8339
Service Road D
STA: 11+37.21
OFF: 0.000
N: 639260.5823
E: 2595094.6166
Service Road D
STA: 9+08.76
OFF: 0.000
N: 639298.2859 E: 2595318.0274
LINE TABLE: ALIGNMENTS
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
LENGTH
59.59'
332.10'
400.38'
124.75'
20.13'
140.32'
199.51'
8.01'
35.49'
DIRECTION
N00° 00' 00.00"E
N36° 29' 45.85"W
S67° 35' 56.49"W
S75° 02' 49.08"W
N90° 00' 00.00"W
N90° 00' 00.00"W
N00° 02' 07.89"W
N00° 00' 00.00"E
N62° 35' 56.49"E
ALIGNMENT NAME
Service Road D
Service Road D
Service Road D
Service Road D
Service Road D
Service Road D
Fire Access Road
East Minor Road
East Minor Road
START NORTHING
N: 639051.6309
N: 639170.7020
N: 639450.8659
N: 639294.1260
N: 639260.5823
N: 639260.5823
N: 639061.0747
N: 639207.3580
N: 639281.9523
START EASTING
E: 2595952.73
E: 2595933.12
E: 2595688.20
E: 2595305.72
E: 2595174.87
E: 2595154.74
E: 2595094.74
E: 2595246.03
E: 2595286.52
CURVE TABLE: ALIGNMENTS
CURVE #
C1
C2
C3
C4
C5
LENGTH
63.70'
52.99'
13.00'
10.44'
81.94'
RADIUS
100.00'
40.00'
100.00'
40.00'
75.00'
DELTA
36°29'46"
75°54'18"
7°26'53"
14°57'11"
62°35'56"
CHORD DIRECTION
N18° 14' 52.93"W
N74° 26' 54.68"W
S71° 19' 22.79"W
S82° 31' 24.54"W
N31° 17' 58.25"E
CHORD LENGTH
62.63'
49.20'
12.99'
10.41'
77.93'
START NORTHING
N: 639111.23
N: 639437.67
N: 639298.29
N: 639261.94
N: 639215.37
START EASTING
E: 2595952.73
E: 2595735.60
E: 2595318.03
E: 2595185.19
E: 2595246.03
ALIGNMENT NAME
Service Road D
Service Road D
Service Road D
Service Road D
East Minor Road
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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SHEET KEYNOTES
GENERAL SHEET NOTES
1.
1.
A1 SITE DESIGN - PAVING PLAN
SCALE: 1"=50' 50' 100'0
NORTH
6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30
S=4%
L=57.18
S=0% L=77.00
S=-2% L=14.06
S=1% L=20.37S=1%
L=80.26
S=1% L=59.83
S=4%
L=23.60
S=1% L=303.13
S=-1% L=11.98
PV
I S
TA
. 8
+7 3.
EL
. 1
1.
PV
I S
TA
. 9
+0 8.
EL
. 1
2.
PV
I S
TA
. 9
+6 5.
EL
. 1
5.
PV
I S
TA
. 1
0+
.8
EL
. 1
5.
PV
I S
TA
. 1
1+
.2
EL
. 1
5.
PV
I S
TA
. 1
1+
.0
EL
. 1
6.
PV
I S
TA
. 1
2+
.4
EL
. 1
6.
S=4%
L=57.18
S=0% L=77.00
S=-2% L=14.06
S=1% L=20.37S=1%
L=80.26
S=1% L=59.83
S=4%
L=23.60
S=1% L=303.13
S=-1% L=11.98
PV
I S
TA
. 8
+7 3.
EL
. 1
1.
PV
I S
TA
. 8
+8 5.
EL
. 1
1.
PV
I S
TA
. 9
+0 8.
EL
. 1
2.
PV
I S
TA
. 9
+6 5.
EL
. 1
5.
PV
I S
TA
. 1
0+
.8
EL
. 1
5.
PV
I S
TA
. 1
0+
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4.
PV
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TA
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1+
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5.
PV
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TA
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1+
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EL
. 1
6.
PV
I S
TA
. 1
2+
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EL
. 1
6.
-0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10
S=-1% L=27.88 S=-1%
L=130.92
S=0% L=59.92
S=1% L=300.66
S=3% L=50.78
S=1% L=303.13
PV
I S
TA
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+0 0.
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. 1
4.
PV
I S
TA
. 0
+2 7.
EL
. 1
3.
PV
I S
TA
. 1
+5 8.
EL
. 1
2.
PV
I S
TA
. 4
+5 9.
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. 1
5.
PV
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. 5
+1 0.
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7.
PV
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. 5
+7 0.
EL
. 1
7.
S=-1% L=27.88 S=-1%
L=130.92
S=0% L=59.92
S=1% L=300.66
S=3% L=50.78
S=1% L=303.13
PV
I S
TA
. 0
+0 0.
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. 1
4.
PV
I S
TA
. 0
+2 7.
EL
. 1
3.
PV
I S
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. 1
+5 8.
EL
. 1
2.
PV
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. 4
+5 9.
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. 1
5.
PV
I S
TA
. 5
+1 0.
EL
. 1
7.
PV
I S
TA
. 5
+7 0.
EL
. 1
7.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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A1 SITE DESIGN - SERVICE ROAD D - PAVING PROFILE VIEW CONTINUED
SCALE: HOR: 1" = 30' VER: 1" =5' 30' 60'0
5' 10'0
EXISTING GRADE
PROPOSED GRADE
A1 SITE DESIGN - SERVICE ROAD D - PAVING PROFILE VIEW
SCALE: HOR: 1" = 30' VER: 1" = 5' 30' 60'0
5' 10'0
EXISTING GRADE
PROPOSED GRADE
M
AT
C H
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MATCH EXISTING
CONTAINMENT AREA
OFFLOAD
CONTAINMENT AREA
BID OPTION - ASPHALT PAVEMENT BASE BID - ASPHALT PAVEMENT
BID OPTION - ASPHALT PAVEMENT
DELINEATION POINT
BASE BID / BID OPTION
ASPHALT PAVEMENT
INTERSECTION POINT
EAST MINOR ROAD ALGN
STA. 1+25.44
INTERSECTION POINT
FIRE ACCESS ROAD ALGN
STA. 1+99.51
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40
PROPOSED GRADE
EXISTING GRADE
S=-4% L=40.34
S=2% L=55.68
S=-1%
L=29.46PV
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3.
PV
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4.
PV
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4.
PV
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2.
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20
S=1% L=23.03
S=1% L=6.10 S=2%
L=10.00
S=-0% L=12.44
S=-0% L=56.94
S=-0% L=91.01
PV
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5.
PV
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6.
PV
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5.
PV
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5.
PV
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5.
EXISTING GRADE
PROPOSED GRADE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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A1 SITE DESIGN - EAST MINOR ROAD - PAVING PROFILE VIEW
SCALE: HOR: 1" = 20' VER: 1" =5' 20' 40'0
5' 10'0
A1 SITE DESIGN - FIRE ACCESS ROAD - PAVING PROFILE VIEW
SCALE: HOR: 1" = 20' VER: 1" = 5' 20' 40'0
5' 10'0
CONTAINMENT HARDSTAND
OFFLOAD / EQUIPMENT PAD / SPILL
REINFORCED CONCRETE TRUCK
LINE
VALVE ON OUTFALL DRAIN
BASIN WITH CONTROL
REMOTE CONTAINMENT
UNDERGROUND STORAGE TANKS
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ENLARGED JOINTS PLAN - TRUCK OFFLOAD & TANK SLAB
SCALE: 1" = 10'
A1
ASPHALT PAVEMENT
ASPHALT PAVEMENT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
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NORTH
PLAN
10' 20'0
GENERAL SHEET NOTES
REFERENCE TO THIS ENLARGED VIEW.
1. SEE SHEET CS101 FOR OVERALL SITE LAYOUT AND
LEGEND
CONTRACTION JOINT (TRANSVERSE)
CONTRACTION JOINT (LONGITUDINAL)
APPROVED BY THE COR IN WRITING PRIOR TO CONSTRUCTION.
3. ANY VARIANCE TO THE JOINT LAYOUT PLAN MUST BE
3. SEE SHEET CS503 FOR TRUCK OFFLOAD DIMENSIONS.
2. SEE SHEET CP501 FOR PAVEMENT JOINT DETAILS.
1. SEE SHEET CP501 FOR TYPICAL PAVEMENT SECTIONS.
NOTES:
CONTRACTION (TRANSVERSE)
CONSTRUCTION JOINT OR
CONTRACTION JOINT (LONGITUDINAL)
CONSTRUCTION JOINT OR
1 1 1 1333
136'
8 @ 17'
.5
ASPHALT SECTION
8'6"
1/2 TIE BAR LENGTH
C L
E A
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C
L E
A R
#4 @ 12" OCEW, EACH FACE
8" P.C. CONCRETE
8" RIGID BASE COURSE
SUBGRADE
6" COMPACTED
CURB LINE, BEYOND
CARRIED THROUGH JOINT
LOWER REINFORCEMENT
C
L E
A R
EACH FACE
#4 @ 12" OCEW,
3" CLEAR
8" RIGID BASE COURSE
SUBGRADE
6" COMPACTED
8" P.C. CONCRETE
JOINT SEALANT
JET FUEL RESISTANT
CLIPPED AT JOINT, 3" CLEAR TYP
UPPER REINFORCEMENT
NITRILE WATERSTOP WITH SS CLAMP
B11
CONSTRUCTION JOINT DETAIL
NO SCALE
BUTT JOINT
JOINT SEALANT
JET FUEL RESISTANT
BASE SEAL WATERSTOP
9" JET FUEL RESISTANT
BASE SEAL WATERSTOP
9" JET FUEL RESISTANT
C
L E
A R
12" 9" 12" 9" 12"
14"
8" P.C. CONCRETE
COURSE
8" RIGID BASE
SUBGRADE
6" COMPACTED
2" CLEAR
3" CLEAR
DRAIN LINE
6" CONTAINMENT
INVERT
2" BELOW PIPE
GRIT CHAMBER
APPROVED EQUAL
R-4990-DX TYPE "C" OR
GRATED COVER. NEENAHA
HEAVY DUTY TRENCH FRAME AND
3/16" NOMINAL ANNULAR SPACE EACH FACE
NO 4 @ 12" OCEW,
A1
TYPICAL CONTAINMENT AREA RAMP SECTION
SCALE: 1" = 1'
E1
TRENCH DRAIN DETAIL
NO SCALE
0 1' 2'6"
H17
CONCRETE PAVEMENT SECTION
NO SCALE
TYPICAL REINFORCED
E11
CONTRACTION JOINT DETAIL
NO SCALE
T /2
T
TIE BARS @ 12" O.C.
16" NO. 8 DEFORMED
PROVIDE CONTROL JOINTS SPACED AT A MINIMUM OF 5 FEET.
PROVIDE EXPANSION JOINTS WHERE SIDEWALK ABUTS PADS OR STRUCTURES.
COMPACTED SUBGRADE
1.
2.
1/4" R
1"
SLOPE TO DRAIN (1/4" PER PLAN FT)
6x 6/ W1.4x W1.4 WELDED WIRE FABRIC
6'-0"
5"
NOTES:
SIDEWALK DETAIL
J1
NO SCALE
TYPICAL ASPHALT PAVEMENT SECTION
H12
NO SCALE
4" AGGREGATE BASE COURSE
A15
REINFORCED CONCRETE CURB SECTION
NO SCALE
C
L E
A R
C
L E
A R
8" P.C. CONCRETE
8" RIGID BASE COURSE
SUBGRADE
6" COMPACTED
V A
R
IE
S
NOTE: CURB SHALL BE PLACED WITH NO COLD JOINT.
6"12"
(100%)
10" AGGREGATE BASE COURSE (ABC)
SUBGRADE (95%)
6" COMPACTED
4" HOT MIX ASPHALT (HMA)
EACH FACE
#4 @ 12" OCEW,
#4 LONGITUDINAL
GRADE
STD 90 DEG HOOK (TYP)
REINFORCEMENT SPACING
#4 - MATCH PAVEMENT
3/4" CHAMFER, TYP
TACK COAT
C
L E
A R
6" RIGID BASE COURSE
SUBGRADE
6" COMPACTED
6" P.C. CONCRETE
E17
CONCRETE PAVEMENT SECTION
NO SCALE
SLAB ABOVE TANKS
FABRIC
WELDED WIRE
NOTE: 6 X 6 - W6.5 X W6.5 WELDED WIRE FABRIC.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
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D R
A W
N B
Y
D E
S
IG
N E
D B
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C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
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N N
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SHEET ID
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U .S
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P L
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T O
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C A
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P A
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F O
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D A
T A
P
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D U
C T
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D A
T A
P
R O
D U
C T
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D A
T A
P
R O
D U
C T
IO
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D A
T A
C
P
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A Y
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D
C A
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D
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IN
G D
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A
IL
S
S H
E E
T
O F
CP501
A D
W A
Y C
E N
T E
R L
IN
E
5% SLOPE
2% SLOPE2% SLOPE
4" ASPHALT SURFACING
AGGREGATE BASE COURSE
5% SLOPE
VARIES
A1
TYPICAL ASPHALT ROADWAY SECTION
NO SCALE
VARI
ES
6" COMPACTED SUBGRADE (95%)
EARTHEN FILL
EARTHEN FILL
2' EARTHEN SHOULDER
12"
6' ROADWAY LANE2' EARTHEN SHOULDER 6' ROADWAY LANE
E1 SUPER ELEVATED LEFT ASPHALT ROADWAY SECTION - EAST MINOR RD FROM STA 0+00 TO STA 0+85.12
NO SCALE
R O
A D
W A
Y C
E N
T E
R L
IN
E
5% SLOPE
2% SLOPE
AGGREGATE BASE COURSE
5% SLOPE
VARIES
K1 SUPER ELEVATED RIGHT ASPHALT ROADWAY SECTION - OFFLOAD MAIN RD FROM STA 4+15.48 TO STA 7+30.49 & STA 11+72.67 TO STA 13+00.60
NO SCALE
VARI
ES
6" COMPACTED SUBGRADE (95%)
EARTHEN FILL
EARTHEN FILL
2' EARTHEN SHOULDER
12"
6' ROADWAY LANE2' EARTHEN SHOULDER 6' ROADWAY LANE
4" ASPHALT SURFACING
2% SLOPE
R O
A D
W A
Y C
E N
T E
R L
IN
E
5% SLOPE
2% SLOPE
AGGREGATE BASE COURSE
5% SLOPE
VARI
ES
VARIES
6" COMPACTED SUBGRADE (95%)
EARTHEN FILL
EARTHEN FILL
2' EARTHEN SHOULDER
12"
6' ROADWAY LANE 2' EARTHEN SHOULDER6' ROADWAY LANE
4" ASPHALT SURFACING
2% SLOPE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
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B Y
C H
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D B
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D R
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N B
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D E
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D B
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US Army Corps
U .S
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T O
R A
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C A
V A
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IE
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P A
C E
F O
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T A
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N D
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A D
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A V
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A H
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A N
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A D
V E
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M E
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A M
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P N
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P
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D A
T A
P
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D U
C T
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D A
T A
P
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D A
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D A
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CP502
11791176
1167 1168 1169
1172 1173 1173
11731174
74 11
72 11
1164 1163
1161 11
1173 1173
-2.00% -2.00%
SAN
SAN
SAN
SAN
SAN
W
W
C P
C P
CP
W
WW
W W
W
W
W
W
W
W
LPGLPG
FOS
FOS
FOS
N
N
N
FO
S
FO
S
N
FOS
FOS
FOS
N
N
0+001+00
2+
3+
4+00 4+38.69
0+
1+00
2+00
3+00 3+91.63
74 11
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
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D B
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C H
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D B
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D R
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D
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A, N E
AP
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N U
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FI
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N
AM
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AN
SI
D
W
F2
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C
AV
AL
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PA
C
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FO
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ST
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N , N
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SHEET KEYNOTES
GENERAL SHEET NOTES
1. PUMPROOM FINISHED FLOOR ELEVATION = 1174.00; TOC = 1174.50
2. CONTROL ROOM FINISHED FLOOR ELEVATION = 1174.50
3. OFFLOAD HARDSTAND CONCRETE AREA; TOC = 1175.00; GUTTER = 1174.50;
EQUIPMENT PAD TOS = 1174.60;
4. OFFLOAD INLET (SEE DETAIL E1 ON SHEET CP501); RIM = 1174.20; IE OUT =
1172.97; BOT = 1172.80
5. REMOTE CONTAINMENT BASIN; TOC = 1175.50; IE IN = 1172.75; TOS = 1172.00;
SUMP TOP =1171.92; SUMP BOT = 1171.67; IE OUT = 1171.75
6. NORTH DITCH ALIGNMENT SEE SHEET CG201 FOR PROFILE; DETAIL A8 ON
SHEET CG501 FOR CROSS SECTION.
7. SOUTH DITCH ALIGNMENT SEE SHEET CG202 FOR PROFILE; DETAIL A8 ON
SHEET CG501 FOR CROSS SECTION.
8. CONCRETE TANK PAD
9. PIPE 1 - 15"; IE IN = 1172.38; IE OUT = 1172.02; SEE SHEET CG202 FOR
PROFILE.
10. PIPE 2 - 15", IE IN = 1170.46; IE OUT = 1170.04; SEE SHEET CG202 FOR
PROFILE.
11. PIPE 3 - 6", IE IN =1172.97, IE OUT = 1172.35, SEE SHEET CG203 FOR PROFILE.
12. PIPE 4 - 6", IE IN = 1171.83, IE OUT = 1171.80, SEE SHEET CG203 FOR PROFILE.
13. PIPE 5 - 6", IE IN = 1171.80, IE OUT = 1171.46, SEE SHEET CG203 FOR PROFILE.
14. CONTAINMENT DRAIN VALVE; SHEET DETAIL A10 ON SHEET CS501.
1. COORDINATES ARE REFLECTED IN SURVEY FEET AND REFER TO THE
NORTH AMERICAN DATUM OF 1983 (NAD83) STATE PLANE COORDINATE
SYSTEM FOR: NORTH DAKOTA NORTH FIPS 3301. THEY ARE BASED ON
CONTROL POINT: CAV 2.
2. ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE
NATIONAL GEODETIC VERTICAL DATUM OF 1988 (NAVD 88). THEY ARE
BASED ON CONTROL POINT: CAV 2.
A1 SITE DESIGN - GRADING PLAN - OVERVIEW
SCALE: 1"=50' 50' 100'0
NORTH
V
E
W E
E
E
E
TP
TP
ELEC
ELEC
W
W
CSFS 22-05
CSFS 22-03
CSFS 22-04
T
T
T
T
T
T
T
T
W W
W
WWWWWWW
W W
W W
W W
W
W W
W
W
W
W
W
W
W
W
W
W
W W
FOS
FOS
FOS
FOS
FOS
FOS
FOS
N
N
N
N
N
N
N
FO
S
FO
S
N N
W
WW
W
WW
WW
W
W
0+001+00
2+
3+
4+00 4+38.69
PO
B:
+0
0.
PO
E:
+3
8.
PC
: 1
+6 1.
PC: 3+06.16
PT: 2+00.21
PT
: 3
+4 5.
0+001+00
2+
3+
4+00 4+38.69
PO
B:
+0
0.
PC
: 1
+6 1.
PT: 2+00.21
PC: 3+06.16
PT
: 3
+4 5.
PO
E:
+3
8.
74 11
73 11
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60
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PC
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M id
: 1 +8
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PT
: 2
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PC
: 3
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M id
: 3 +2
5.
PT
: 3
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PO
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8.
EL
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1.
N : 6
1.
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.8
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6.
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2.
N : 6
0.
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.9
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5.
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0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50%
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
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SU
BM
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D B
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C H
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D B
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D R
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N
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D
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C O
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TR
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N O
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SI
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A, N E
AP
R
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N U
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BE
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FI
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N
AM
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AN
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D
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F2
4R
C
AV
AL
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PA
C
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FO
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ST
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D
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G
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SHEET KEYNOTES
GENERAL SHEET NOTES
1. NORTH DITCH CENTERLINE
2. NORTH DITCH BOTTOM BREAKLINE.
3. NORTH DITCH FORESLOPE TO MATCH EXISTING BREAKLINE.
4. NORTH DITCH BACKSLOPE TO MATCH PROPOSED FEATURE.
1. COORDINATES DERIVED FROM NAD 1983 NORTH DAKOTA NORTH ZONE.
2. ELEVATIONS DERIVED FROM NAVD 1988.
3. SEE SHEET CG400 FOR DETAILED GRADING PLAN INFORMATION OF THE
PUMPHOUSE AREA.
A1 NORTH DITCH PROFILE VIEW
SCALE: HOR: 1"=20' VER: 1" =5' 20' 40'0
G1 NORTH DITCH PLAN
SCALE: 1" =20' 20' 40'0
PLAN
NORTH
5' 10'0
EXISTING GRADE
PROPOSED GRADE
PT
: 3
+4 5.
PO
E:
+3
8.
H
CSFS 22-06
CSFS 22-07
INVERT = 1171.462
18" CMP
INVERT = 1171.513
18" CMP
T
T
T
T
T
T
T
T
T
T
T
T
WWWWWWW
W
W W
W W
W W
W
COMM
COMM
FO
S
FO
S
FO
S
N N
FO
S
FO
S
FO
S
N N
N
N
WW
0+
1+00
2+00
3+00
3+91.63
POB: 0+00.00
PO
E:
+9
1.
PI
: 1
+0 8.
PC: 0+63.22
PC
: 1
+4 7.
PC: 2+59.87
PC
: 2
+7 3.
PT
: 0
+8 6.
PT: 1+56.62
PT
: 2
+6 9.
PT
: 2 +7
5.
SD
15" RCP
SD
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20
EL
. 1
4.
N : 6
7.
E:
.6
PO
B:
+0 0.
PO
E:
+9
1.
PI
: 1
+0 8.
PC
: 0
+6 3.
PC
: 1
+4 7.
PC
: 2
+5 9.
PC
: 2
+7 3.
PT
: 0
+8 6.
PT
: 1
+5 6.
PT
: 2
+6 9.
21 PT: 2+75.18
-1.96%
-1.11%
-0.30%
-1.00%
-1.50%
EL
. 1
3.
N : 6
4.
E:
.6
EL
. 1
2.
N : 6
3.
E:
.1
EL
. 1
2.
N : 6
9.
E:
.7
EL
. 1
2.
N : 6
9.
E:
.2
EL
. 1
2.
N : 6
9.
E:
.4
EL. 1171.94
N: 639159.5722
E: 2595120.2298
EL
. 1
1.
N : 6
0.
E:
.3
EL. 1171.84
N: 639162.4437
E: 2595128.9667 EL. 1170.69
N: 639222.6902
E: 2595212.7989 EL
. 1
0.
N : 6
5.
E:
.5
EL. 1170.54
N: 639225.4609 E: 2595225.9444
EL. 1170.52
N: 639225.3665 E: 2595227.5391
EL
. 1
0.
N : 6
4.
E:
.9
EL
. 1
0.
N : 6
1.
E:
.1
EL
. 1
9.
N : 6
2.
E:
.1
EL
. 1
5.
N : 6
9.
E:
.6
EL
. 1
3.
N : 6
3.
E:
.5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
H
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K
L
M
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BM
IT
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D B
Y:
C H
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SHEET KEYNOTES
GENERAL SHEET NOTES
1. SOUTH DITCH CENTERLINE
2. SOUTH DITCH BOTTOM BREAKLINE.
3. SOUTH DITCH FORESLOPE TO MATCH EXISTING BREAKLINE.
4. PIPE 1 - IE IN = 1172.38; IE OUT = 1172.02;
5. PIPE 2 - IE IN = 1170.46; IE OUT = 1170.04;
1. COORDINATES DERIVED FROM NAD 1983 NORTH DAKOTA NORTH ZONE.
2. ELEVATIONS DERIVED FROM NAVD 1988.
A1 SOUTH DITCH PROFILE VIEW
SCALE: HOR: 1"=20' VER: 1" =5' 20' 40'0
G1 SOUTH DITCH PLAN
SCALE: 1" =20' 20' 40'0
PLAN
NORTH
5' 10'0
PROPOSED GRADE
EXISTING GRADE
FLARED END SECTION
FIRE ACCESS ROAD CENTERLINE
STA. 0+98.50
EAST MINOR ROAD CENTERLINE
STA. 0+16.00
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