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- W9128F25R0014
About this file
This file contains engineering drawings for a construction project at the USDA Dairy Forage Research Center in Prairie du Sac, Wisconsin, created by Maurer-Stutz, Inc. under contract W9128F21C0023. The drawings include detailed site plans for parking lots, laydown areas, drainage areas, and grading plans, with specific sheets showing parking lot configurations (67 total spaces including 3 ADA spaces), stormwater management features, construction staging areas, and precise grading specifications with elevations and slopes.
The drawings provide extensive technical details including finish floor elevations for multiple buildings (ranging from 846.2' to 873.52'), drainage area measurements totaling over 700 acres across different zones, and specific construction requirements for surfaces like concrete sidewalks and gravel parking areas. The plans indicate the project involves multiple buildings labeled A through B15 and C1 through C4, with detailed grading and drainage specifications for each structure. The drawings are dated November 8, 2024, and include both overall site layouts and detailed grading plans marked as sheets C-109 through C-207.
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GRAVEL PARKING LOT
(9) PARKING
SPACES
(26) PARKING
SPACES
(1 8)
P
AR
KI
N
G S
PA
C
ES
TO A
ADA PARKING SIGN,
SEE DETAIL SHEET C-504
(1) ADA
PARKING STALL,
SEE NOTE 1
6'
ADA PARKING
SIGN SEE DETAIL
SHEET C-504
(14) PAR
KIN
G
SPAC
ES
(2) ADA PARKING
STALLS, SEE NOTE 1
SEE STRIPING
AND SYMBOL DETAILS
SHEET C-504
130'
0'
20'24'40'20' 26'
5'
CONCRETE
SIDEWALK
A
B1 B2
13 13
0'
STOP SIGN
6' X 6' SIDEWALK STOOP
BY MAN DOOR, TYP.
6.
3'
FR
O
M E
D G
E O
F R
O
AD
9'
FR
O
M E
D G
E O
F R
O
AD
10' 20'0
US Army Corps of Engineers ®
SHEET ID
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C-109
NOTES:
1. ADA PARKING STALLS SHALL BE PAVED IN
CONCRETE
PROPOSED PARKING SPACES:
REGULAR = 64
ADA = 3
TOTAL = 67
2. ONLY ADA SPACES SHALL BE STRIPED.
OTHER SPACES SHOWN ON PLAN TO SHOW
NUMBER PROVIDED.
SITE LAYOUT LEGEND
SYMBOL ITEM
PROPOSED GRAVEL SURFACE
PROPOSED CONCRETE PAVEMENT
PROPOSED 3.5" HMA OR CONCRETE
SURFACE
PROPOSED 4" HMA OR CONCRETE
SURFACE
EXISTING BUILDINGS - STRUCTURES -
ROADS TO REMAIN
PLAN
NORTH
KEY MAP
1" = 600'
SITE WORKING LIMITS
SF SF
SF
SF
SF
SF
SFSF
SF
SF SF
SF
SFSF
SF
EXISTING BORROW AREA
STOCKPILE (TO BE USED)
LAYDOWN AREAS
CONSTRUCTION
TRAILERS AREAS
(ALLOW FOR SEWER
CONSTRUCTION)
C1-2 C1-1
C3
C2 B10
B6
B9
B11
B7 B3
B4 B5
A
B1 B2
B13
C4 B15 B14
B8 E2
E1
OPTIONAL/ TEMPORARY
LAYDOWN AREA, SEE NOTES
CONSTRUCTION
TRAILER AREA
LOCKABLE FENCE
LOCKABLE FENCE
LOCKABLE FENCE (OPTIONAL)
SEE NOTES.
CONSTRUCTION TRAILERS
AREAS, SEE NOTES.SF
SF
SF
SF
SF
SFSFSFSF
SF
SF
SF
SF
SEE SHEET C-302 FOR
REMAINING SILT FENCE LOCATIONS
EXISTING BADGER WELL 5
SEE NOTES.
800'0 400'
US Army Corps of Engineers ®
SHEET ID
U S
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C-110
PLAN
NORTH
MAINTAIN PERIMETER
ACCESS TO BUILDINGS
E1 & E2, SEE NOTES.
NORTH SITE
NORTH BASIN
BARNS
SOUTH SITE
WEST SITE
EAST SITE
C1-2 C1-1 C-3
B10
800'0 400'
US Army Corps of Engineers ®
SHEET ID
U S
AR
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C-111
DRAINAGE PLAN LEGEND
SYMBOL ITEM
DRAINAGE AREA LIMITS
LIQUID WASTE STORAGE FACILITY (C1)
DRAINAGE AREA - NO STORM
OUTFLOW TO OFFSITE
DRAINAGE AREAS
I.D. AREA (ACRES)
NORTH SITE 618.41
NORTH BASIN 20.2
WEST SITE 13.26
BARNS 8.44
SOUTH SITE 11.94
EAST SITE 22.4
WASTE STORAGE
FACILITY 8.92
PLAN
NORTH
S
S
S
S
S
S
S
S
S
S
(860)
(859)
(859)
(860)
(861)
(862) (863)
(864)
(865)
(870) (869)
(868)
(8
(845)
(850) (855)
(860)
(854)
(860)(8
(8
(867)
(8
(864)
(863)
(8
(861)
(866)
(865)
(8
(860)
(865)
(8
(866)
(8
(863)
865 850
865862 862 863 864 866 867 868
850 858
862863
CP
E
EEEEEEEEEEEEEEEEEEEEE
E
E
S
S S
D D D S
D
D
DD
D
CP
S S S
D
D D
D
S
CP
D
D
D
DD
D
CP
S
D
D
D D
D D
D D
D
D
DDD
D
D
D
T.O.B.: 866.5
PROPOSED STORMWATER BASIN
F.F.E.: 857.75
PROPOSED
STORMWATER BASIN
C-231
C-238
C-238
C-236
C-237
C -237
C -238
C-230
C-235
C-237
C-237
C-238
C -238 4C
-239
C -235
C -236
C-235
C -233
C -234
C -232
B3
B1 B2
A
B4 B5
B13
B6
C1-1 C1-2
C3
C2 B10
B9
B15
B14
B11
B7
C4
B8
E1
E2
PROPOSED BUILDINGS F.F.E.
BUILDING I.D. FINISH FLOOR ELEVATION
A 867.58'
B1 SLOPES (868.41' - 867.33')
B2 867.33'
B3 SLOPES (868.16' - 865.33')
B4 SLOPES (868.0' - 865.33')
B5 SLOPES (868.83' - 865.33')
B6 SLOPES (868.08' - 865.33')
B7 864.5'
B8 866.5'
B9 867.5'
B10 SLOPES (873.52' - 864.83)
B11 868.0'
B12.1 865.33'
B12.2 865.33'
B13 865.79'
B14 868.0'
B15 SLOPES (867.9' - 867.5')
C1 - 1 SLOPES (854.50' - 849.5')
C1 - 2 SLOPES (852.0' - 848.0')
C2 SLOPES (867.0' - 865.0')
C3 846.2'
C4 SLOPES (TOP OF CURB 865.5')
100' 200'0
GRADING PLAN LEGEND
SYMBOL ITEM
CONSTRUCTION LIMITS
SPOT ELEVATION - FINISHED
CONTOUR - FINISHED
CONTOUR - FINISHED - INDEX
CONTOUR - EXISTING
CONTOUR - EXISTING - INDEX
(866.32)
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
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PS
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D R
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N O
SO
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N N
O
N
3 5 7 9 11 13 15 17 19
L
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A
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D
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C R
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P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
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C-201
PLAN
NORTH
GENERAL GRADING NOTES:
1) ALL SLOPES AND BACKFILL SHALL BE
COMPACTED TO A MINIMUM
PERCENTAGE MAXIMUM DENSITY PER
EARTHWORK SPECIFICATIONS SECTION
31 00 00 OF MODIFIED PROCTOR.
MOISTURE SHALL BE CONTROLLED
DURING COMPACTION TO WITHIN THE
RANGE OF -2 TO +4 PERCENTAGE
POINTS OF OPTIMUM.
2) FILL SHALL BE PLACED IN LIFTS OF NO
MORE THAN 6" THICK (9" LOOSE) AND
COMPACTED. EXTERIOR SLOPES = 4:1
OR FLATTER EXCEPT WHERE NOTED
OTHERWISE.
3) STRIP AND STOCKPILE TOPSOIL FOR USE
ON EXTERIOR SLOPES AND AROUND
STRUCTURES TO ESTABLISH GOOD
VEGETATION.
4) FINAL GRADING AROUND FACILITIES
SHALL BE SUCH THAT SURFACE WATER
DRAINS AWAY FROM FACILITIES AT A
MIN. 1.5% SLOPE.
5) WHEN EXISTING PIPES OR SUBSURFACE
DRAINS ARE ENCOUNTERED DURING
EXCAVATION, THEY SHALL BE REMOVED
TO A MINIMUM DISTANCE OF 50' AWAY
FROM WASTE HANDLING/STORAGE
FACILITIES.
6) TOPSOIL STOCKPILES MUST BE
LOCATED INSIDE A SILT FENCE
PROTECTED AREA.
7) SILT FENCE MUST BE INSTALLED
DOWNGRADE FROM ALL DISTURBED
AREAS.
8) TOPSOIL SHALL BE PLACED ON BERMS,
EXTERIOR SLOPES, STORMWATER
BASINS AND AREAS TO BE SEEDED.
9) FOLLOW PROJECT SPECIFICATIONS.
10) ADDITIONAL BORROW IF NEEDED SHALL
BE FROM THE STORMWATER BASIN.
EXCAVATE AREA SHOWN ON PLANS
INCLUDING OVER EXCAVATION FOR
TOPSOIL REPLACEMENT.
11) CONSTRUCTION OF C1 SHALL FOLLOW
DETAILS AND NOTES ON C-516
INCLUDING CLAY LINER PER
SPECIFICATION 02 56 13.16.
(866)
(870)
EARTHWORK QUANTITIES
QTY (CU YDS) ESTIMATED FILL VOLUMES
55,000 TOPSOIL STRIP & PLACEMENT ASSUMED 0% SHRINK
(INCLUDES PRIOR DISTURBED)
18,000 C1 LINER ESTIMATED ~30% SHRINK
(COHESIVE CH-CL BLEND AND CL SOILS)
4,000 C1 CORE TRENCH ~30% SHRINK
(COHESIVE CL SOILS)
9,000 C1 BERM FILLS (NO TOPSOIL) ~30% SHRINK
(COHESIVE-CL SOILS)
98,000 STRUCTURAL FILLS ~20% SHRINK
(NON-COHESIVE GW, SP, GM, GC, SW, SP, SM, SC, BLENDED SM-CL)
1,000 PRIOR FILL SOILS BELOW STRUCTURES - REPLACED STRIP
(NON-COHESIVE GW, SP, GM, GC, SW, SP, SM, SC)
6,700 EXISTING BORROW PILE
185,000 TOTAL FILL VOLUMES
S
C P
C P
CP CP
CP CP CP
FH
MATCHLINE C202-C207
REPLACE CULVERT
15"Ø RCP
INV & DITCH FL EL = 864.25
15"Ø RCP CULVERT
INV & DITCH FL = 862.9
(865)
(86 5)
(8
(864)
(8
(8
(865)
(8
(8
(8
(865)
(865)
(863)(863)
(864)
(864)
(864) (865)
(866)
(865)
(8
(8
(865)
(86 4)
(86 7)
865 864
DITCH CL
865.91
865.78
865.35
865.47
865.56 865.41865.95
864.97
865.79
865.37
865.71
865.73
865.66
865.58
PROPOSED BUILDINGS F.F.E.
BUILDING I.D. FINISH FLOOR ELEVATION
A 867.58'
B1 SLOPES (868.41' - 867.33')
B2 867.33'
B3 SLOPES (868.16' - 865.33')
B4 SLOPES (868.0' - 865.33')
B5 SLOPES (868.83' - 865.33')
B6 SLOPES (868.08' - 865.33')
B7 864.5'
B8 866.5'
B9 867.5'
B10 SLOPES (873.52' - 864.83)
B11 868.0'
B12.1 865.33'
B12.2 865.33'
B13 865.79'
B14 868.0'
B15 SLOPES (867.9' - 867.5')
C1 - 1 SLOPES (854.50' - 849.5')
C1 - 2 SLOPES (852.0' - 848.0')
C2 SLOPES (867.0' - 865.0')
C3 846.2'
C4 SLOPES (TOP OF CURB 865.5')
20' 40'0
US Army Corps of Engineers ®
SHEET ID
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S
LA
N E, S U
IT
E
PE
O
R
IA
, I L
9-
3-
D
ET
AI
LE
D G
R
AD
IN
G
P
LA
N
C-202
PLAN
NORTH
GRADING PLAN LEGEND
SYMBOL ITEM
CONSTRUCTION LIMITS
SPOT ELEVATION - FINISHED
CONTOUR - FINISHED
CONTOUR - FINISHED - INDEX
CONTOUR - EXISTING
CONTOUR - EXISTING - INDEX
+ 866.32
(866)
(870)
SEE SHEET C-001 FOR DETAILED LEGEND
KEY MAP
1" = 600'
SHEET NOTES
1. SEE PIPE INVERTS ON SHEETS C-400 TO
C-404.
2. SEE GRADING NOTES ON C-201.
CPCP
S
CP CP CP CP
D
CO
D
D
D
MATCHLINE C203-C208 MATCHLINE C203-C209
M
AT
C H
LI
N
E C
3-
C
B2
A
PARKING LOT
B1
(86 5)
(8
(8
(8
(864)
862 862863
864 864
864864
6 86
-19:1
-19:1
-12:1
-12:1
-3 0:
-4 :1
-4:1
-4 :1
-1 7:
-2.43%
-2.58%
-2.43%
-1 4:
1 -48:1
-2 0:
-1 .5
9%
-4.47%
-2.84%
LOW SPOT
863.45 TO 863.95
CP2 RCP BOX CULVERT
48"W x 30"W
TRANSFORMER
EXISTING ASPHALT ROAD
INLET 2B
INLET 2A
INLET 1B
INLET 1A
INFILTRATION SWALE
SWALE
-2.76%
-1 .8
8%
-3.57%
-1 .9
4% -2.48%
-1 1.
-5 .8
3%
-5 .3
9%
-5.21%
-3.88%
-1 .4
0%
-1 .4
1%
-1 .3
2%
-1 .3
2%
-0.63%
-0.63%
-1 1.
-2.09%
-3 .1
2% -1
7.
-8 :1
-3 :1
867.58 867.58
867.08
867.00 867.57 867.57
867.05
867.50
867.50
867.08 867.58
867.56 867.57
867.08
867.58
867.58
867.58
867.97 868.05
867.25
867.25
866.70 866.70
867.07
867.24 867.07
867.23 867.12
866.90 866.77
861.50 862.00
862.45
868.50 868.00
866.50 864.70
865.62
863.92 863.45
865.15 865.30
866.16
866.26
867.58
867.08 867.09 867.11
865.99
866.08
867.58
867.80 867.38
865.36
867.08 865.33
865.19
869.00
GENERATOR
PROPOSED BUILDINGS F.F.E.
BUILDING I.D. FINISH FLOOR ELEVATION
A 867.58'
B1 SLOPES (868.41' - 867.33')
B2 867.33'
B3 SLOPES (868.16' - 865.33')
B4 SLOPES (868.0' - 865.33')
B5 SLOPES (868.83' - 865.33')
B6 SLOPES (868.08' - 865.33')
B7 864.5'
B8 866.5'
B9 867.5'
B10 SLOPES (873.52' - 864.83)
B11 868.0'
B12.1 865.33'
B12.2 865.33'
B13 865.79'
B14 868.0'
B15 SLOPES (867.9' - 867.5')
C1 - 1 SLOPES (854.50' - 849.5')
C1 - 2 SLOPES (852.0' - 848.0')
C2 SLOPES (867.0' - 865.0')
C3 846.2'
C4 SLOPES (TOP OF CURB 865.5')
20' 40'0
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PR
AI
R
IE
D U
S
AC
, W I
O M
AH
A
D
IS
TR
IC
T
M
AU
R
ER
-S
TU
TZ
, I
N C
T.
F
EL
D
M
AN
N
D . F
EU
C
H T
T.
F
EL
D
M
AN
N
A.
O
R
EB
AU
G
H
/0
8/
W
F2
0C
W
F2
1C
N
EW
D
AI
R Y
FO
R
AG
E
R
ES
EA
R
C H
C
EN
TE
R
R
TA
/0
8/
/2
9/
:2 9:
P
M S:
\2
\2
1\
.0
H
D R
-U
SA
C E-
U
SD
A
AR
S D
FR
C
\D ra w in gs
Ag \R
TA
D ra w in gs \C
-2
D
ET
AI
LE
D G
R
AD
IN
G
S H
EE
TS
.d w g
N . D
R
IE
S
LA
N E, S U
IT
E
PE
O
R
IA
, I L
9-
3-
D
ET
AI
LE
D G
R
AD
IN
G
P
LA
N
C-203
PLAN
NORTH
GRADING PLAN LEGEND
SYMBOL ITEM
CONSTRUCTION LIMITS
SPOT ELEVATION - FINISHED
CONTOUR - FINISHED
CONTOUR - FINISHED - INDEX
CONTOUR - EXISTING
CONTOUR - EXISTING - INDEX
+ 866.32
(866)
(870)
SEE SHEET C-001 FOR DETAILED LEGEND
KEY MAP
1" = 600'
SHEET NOTES
1. SEE PIPE INVERTS ON SHEETS C-400 TO
D D D
CP CP CPCB DMATCHLINE C204-C209 MATCHLINE C204-C210
M
AT
C H
LI
N
E C
3-
C
M
AT
C H
LI
N
E C
4-
C
B3
(8
(8
(8
(8
(8
(861)
(861)
(8
-4 :1
EXISTING ASPHALT ROAD
MANHOLE 2G
INLET 2F
MANHOLE 2E
INLET 2D
INLET 2C
INLET 2B
B12.2
-1.71%
-5 .8
3% -7.43%
-1.55% -2.56%
-4.28%
-4 .9
4%
-3.01%
-3 .6
2%
-1 1.
-1 9:
-1 .5
5%
-0.16%
-4:1
-4 :1 -4 :1
-4 :1
867.58
867.56
866.77
866.16
865.19
867866
866.07
867.41
867.33
867.33
867.41
867.33
867.32
867.33
867.32
867.02
866.36
866.65 866.48
865.64
865.82 865.83
864.84 865.82
864.83
864.14 864.51
866.63
-5.83%
-0.30% -0.30%
-5 .7
0%
-5 .2
8%
-2 .6
9%
-3 .0
1% -1.43%
-1.59%
-2.16%
-5 .5
9%
-3.68%
-3 .6
2%
866.80
867.49
867.49 865.34
865.30 865.83
863.50
864.07 863.95
864.95
866.91
866.89
867.22
PROPOSED BUILDINGS F.F.E.
BUILDING I.D. FINISH FLOOR ELEVATION
A 867.58'
B1 SLOPES (868.41' - 867.33')
B2 867.33'
B3 SLOPES (868.16' - 865.33')
B4 SLOPES (868.0' - 865.33')
B5 SLOPES (868.83' - 865.33')
B6 SLOPES (868.08' - 865.33')
B7 864.5'
B8 866.5'
B9 867.5'
B10 SLOPES (873.52' - 864.83)
B11 868.0'
B12.1 865.33'
B12.2 865.33'
B13 865.79'
B14 868.0'
B15 SLOPES (867.9' - 867.5')
C1 - 1 SLOPES (854.50' - 849.5')
C1 - 2 SLOPES (852.0' - 848.0')
C2 SLOPES (867.0' - 865.0')
C3 846.2'
C4 SLOPES (TOP OF CURB 865.5')
20' 40'0
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PR
AI
R
IE
D U
S
AC
, W I
O M
AH
A
D
IS
TR
IC
T
M
AU
R
ER
-S
TU
TZ
, I
N C
T.
F
EL
D
M
AN
N
D . F
EU
C
H T
T.
F
EL
D
M
AN
N
A.
O
R
EB
AU
G
H
/0
8/
W
F2
0C
W
F2
1C
N
EW
D
AI
R Y
FO
R
AG
E
R
ES
EA
R
C H
C
EN
TE
R
R
TA
/0
8/
/2
9/
:4 0:
P
M S:
\2
\2
1\
.0
H
D R
-U
SA
C E-
U
SD
A
AR
S D
FR
C
\D ra w in gs
Ag \R
TA
D ra w in gs \C
-2
D
ET
AI
LE
D G
R
AD
IN
G
S H
EE
TS
.d w g
N . D
R
IE
S
LA
N E, S U
IT
E
PE
O
R
IA
, I L
9-
3-
D
ET
AI
LE
D G
R
AD
IN
G
P
LA
N
C-204
PLAN
NORTH
GRADING PLAN LEGEND
SYMBOL ITEM
CONSTRUCTION LIMITS
SPOT ELEVATION - FINISHED
CONTOUR - FINISHED
CONTOUR - FINISHED - INDEX
CONTOUR - EXISTING
CONTOUR - EXISTING - INDEX
+ 866.32
(866)
(870)
SEE SHEET C-001 FOR DETAILED LEGEND
KEY MAP
1" = 600'
SHEET NOTES
1. SEE PIPE INVERTS ON SHEETS C-400 TO
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
S
CP
CP
CP
CP
CP
CP
CP
CP
CP
C P
C P
C P
D
MATCHLINE C205-C210 MATCHLINE C205-C211
M
AT
C
H
LI
N E
C
4- C
M
AT
C H
LI
N
E C
5-
C
B7
(8
(8
(858)
(858)
(8
(859)
EXISTING ASPHALT ROAD
SOUTH STORMWATER
BASIN
SWALE
CP 16
CP 15 A-B
CP 18
CP 17
TRANSFORMER PAD
INLET 2H
CP 16
-3.01%
-2 .81
-1 1:
-5.57% -1.67%
-10.81%
-0.48%
-2 .38
% -1.29%
-3.88%
-3 .4
1%
-2.59%
-4.93%
-5.57%
-2 .6
3%
-2 .4
7% -0
.2 0%
-2 .5
4%
-4 :1
-4 :1
-4:1
-4:1
-4:1
-4 :1
-4 :1
-5 :1
-4 :1
-4 :1-5:1
-4 :1
-4:1
-3:1
-4 :1
-0.30%
-1.43%
868.16 867.86
868.16
868.05
867.78
867.17
867.12
866.23
866.13 862.00
862.00
862.25
862.00 861.95
862.79 862.50
862.50
862.70 862.50
868.51 868.34
867.67
867.67
866.94
866.95
868.50
868.00
859.95 859.98
858.85
858.92
859.01
857.28
864.92
864.91 864.15 864.10
864.24 863.78
863.51
863.55
863.70
863.49
863.79
863.85
863.78
863.89
864.48
864.11
864.05 864.08
864.15
863.77
860.00
860.82
863.97
863.99
864.23
864.08
864.08
861.50
861.49
868.28
867.10
863.99
864.30
867.38
86286
866.76
857.80
866.53
-3.70%
-4 .4
0%
866.48
866.93866.16 866.70
-6 :1
-8 :1
PROPOSED BUILDINGS F.F.E.
BUILDING I.D. FINISH FLOOR ELEVATION
A 867.58'
B1 SLOPES (868.41' - 867.33')
B2 867.33'
B3 SLOPES (868.16' - 865.33')
B4 SLOPES (868.0' - 865.33')
B5 SLOPES (868.83' - 865.33')
B6 SLOPES (868.08' - 865.33')
B7 864.5'
B8 866.5'
B9 867.5'
B10 SLOPES (873.52' - 864.83)
B11 868.0'
B12.1 865.33'
B12.2 865.33'
B13 865.79'
B14 868.0'
B15 SLOPES (867.9' - 867.5')
C1 - 1 SLOPES (854.50' - 849.5')
C1 - 2 SLOPES (852.0' - 848.0')
C2 SLOPES (867.0' - 865.0')
C3 846.2'
C4 SLOPES (TOP OF CURB 865.5')
20' 40'0
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PR
AI
R
IE
D U
S
AC
, W I
O M
AH
A
D
IS
TR
IC
T
M
AU
R
ER
-S
TU
TZ
, I
N C
T.
F
EL
D
M
AN
N
D . F
EU
C
H T
T.
F
EL
D
M
AN
N
A.
O
R
EB
AU
G
H
/0
8/
W
F2
0C
W
F2
1C
N
EW
D
AI
R Y
FO
R
AG
E
R
ES
EA
R
C H
C
EN
TE
R
R
TA
/0
8/
/2
9/
:5 0:
P
M S:
\2
\2
1\
.0
H
D R
-U
SA
C E-
U
SD
A
AR
S D
FR
C
\D ra w in gs
Ag \R
TA
D ra w in gs \C
-2
D
ET
AI
LE
D G
R
AD
IN
G
S H
EE
TS
.d w g
N . D
R
IE
S
LA
N E, S U
IT
E
PE
O
R
IA
, I L
9-
3-
D
ET
AI
LE
D G
R
AD
IN
G
P
LA
N
C-205
PLAN
NORTH
GRADING PLAN LEGEND
SYMBOL ITEM
CONSTRUCTION LIMITS
SPOT ELEVATION - FINISHED
CONTOUR - FINISHED
CONTOUR - FINISHED - INDEX
CONTOUR - EXISTING
CONTOUR - EXISTING - INDEX
+ 866.32
(866)
(870)
SEE SHEET C-001 FOR DETAILED LEGEND
KEY MAP
1" = 600'
SHEET NOTES
1. SEE PIPE INVERTS ON SHEETS C-400 TO
CB
CB
S
CPCPCPCPCPCPCPCP
CP
CP
CP
D
D
MATCHLINE C205-C211 MATCHLINE C206-C211 MATCHLINE C206-C212
M
AT
C H
LI
N
E C
5-
C
B7
B11
FIRE
WATER
TANK
(8
(8
(8
(859)
(8
(8
(8
(8
(866)
(8
) (8
(8
(871)
(872)
EXISTING ASPHALT ROAD
MANHOLE 11D
MANHOLE 11C
5 FT SWALE
TRANSFORMER PAD
CP 19
CP 16
-1.29%
-2.59%
-1.
-4 .9
2%
-1 .5
4%
-2 .5
3%
-1 .4
9%
-5.52%
-8 6.
-2.53%
-7.97%
-5.97%
-5.97%
-4.96%
-11.56%
-4.15%
-5 :1
-4 :1
-4 :1 -4:1
-4:1
-4:1
869.00
867.31
867.93
867.95
868.00
867.57
868.00
865.00
865.00 864.92
864.91
864.54 864.15
863.97
863.99
864.20
864.00 864.00
864.20 864.13
864.00
864.66
864.94 863.50
863.53
863.86 863.74
864.23
864.08
864.08 864.08
864.00
864.00 864.00
864.00 864.08
864.08
863.91 866.88
862.86
862.53 865.86
865.58
865.36 865.12
865.09
864.43
864.34 864.28
864.49
864.47 864.50
864.50
864.50
864.50
864.50 865.50
865.43
865.49
865.05
865.05
867.00 867.24
867.41
867.33
868.69 867.50
867.83
867.50 867.09
864.59
864.09
863.79 863.81
864.11 863.68
863.75
863.99
864.30
864.50
864.50
INLET 14A
INLET 15A
FIRE BUILDING
SC
AL
E
PROPOSED BUILDINGS F.F.E.
BUILDING I.D. FINISH FLOOR ELEVATION
A 867.58'
B1 SLOPES (868.41' - 867.33')
B2 867.33'
B3 SLOPES (868.16' - 865.33')
B4 SLOPES (868.0' - 865.33')
B5 SLOPES (868.83' - 865.33')
B6 SLOPES (868.08' - 865.33')
B7 864.5'
B8 866.5'
B9 867.5'
B10 SLOPES (873.52' - 864.83)
B11 868.0'
B12.1 865.33'
B12.2 865.33'
B13 865.79'
B14 868.0'
B15 SLOPES (867.9' - 867.5')
C1 - 1 SLOPES (854.50' - 849.5')
C1 - 2 SLOPES (852.0' - 848.0')
C2 SLOPES (867.0' - 865.0')
C3 846.2'
C4 SLOPES (TOP OF CURB 865.5')
20' 40'0
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PR
AI
R
IE
D U
S
AC
, W I
O M
AH
A
D
IS
TR
IC
T
M
AU
R
ER
-S
TU
TZ
, I
N C
T.
F
EL
D
M
AN
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N . D
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PE
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IA
, I L
9-
3-
D
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AI
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D G
R
AD
IN
G
P
LA
N
C-206
PLAN
NORTH
GRADING PLAN LEGEND
SYMBOL ITEM
CONSTRUCTION LIMITS
SPOT ELEVATION - FINISHED
CONTOUR - FINISHED
CONTOUR - FINISHED - INDEX
CONTOUR - EXISTING
CONTOUR - EXISTING - INDEX
+ 866.32
(866)
(870)
SEE SHEET C-001 FOR DETAILED LEGEND
KEY MAP
1" = 600'
SHEET NOTES
1. SEE PIPE INVERTS ON SHEETS C-400 TO
S
C P
C P
C P
MATCHLINE C202-C207
M
AT
C H
LI
N
E C
7-
C
(8
(86 7)
B8
E2
E1
(866)(8
(8
(8
(867) (867)
(8
(8
(8
(867)
(8
(8
(8
3 864
-0.05%
-0.77%
-1 0:
-9 :1
-9:1
-9:1
862.73
862.73
862.56
862.57
866.49
866.50
866.08 866.08
866.08 866.08
866.25 866.25
866.42
867.01
866.49
867.11
866.74
866.71
866.19
866.07
866.50
867.01
866.80
MATCHLINE C207-C213
7 86
867.13
867.27
867.27
867.25
866.87
866.95 866.35
866.41
866.39
865.85 865.54
865.74
866.34 866.40
865.97
-1.49%
-6.12% -2.45%
-0.68%
-1.36% -1.44%
-1 .7
5%
-1 .2
4%
-1 .3
3%
-1.31%
-2.37%
-2.37%
-2 .4
6%
-2 .18
-1 .3
7%
-1.79%
866.65 866.52
866.22
PROPOSED BUILDINGS F.F.E.
BUILDING I.D. FINISH FLOOR ELEVATION
A 867.58'
B1 SLOPES (868.41' - 867.33')
B2 867.33'
B3 SLOPES (868.16' - 865.33')
B4 SLOPES (868.0' - 865.33')
B5 SLOPES (868.83' - 865.33')
B6 SLOPES (868.08' - 865.33')
B7 864.5'
B8 866.5'
B9 867.5'
B10 SLOPES (873.52' - 864.83)
B11 868.0'
B12.1 865.33'
B12.2 865.33'
B13 865.79'
B14 868.0'
B15 SLOPES (867.9' - 867.5')
C1 - 1 SLOPES (854.50' - 849.5')
C1 - 2 SLOPES (852.0' - 848.0')
C2 SLOPES (867.0' - 865.0')
C3 846.2'
C4 SLOPES (TOP OF CURB 865.5')
20' 40'0
US Army Corps of Engineers ®
SHEET ID
U S
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2 4 6 8 10 12 14 16 18 20
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N . D
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IT
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PE
O
R
IA
, I L
9-
3-
D
ET
AI
LE
D G
R
AD
IN
G
P
LA
N
C-207
PLAN
NORTH
GRADING PLAN LEGEND
SYMBOL ITEM
CONSTRUCTION LIMITS
SPOT ELEVATION - FINISHED
CONTOUR - FINISHED
CONTOUR - FINISHED - INDEX
CONTOUR - EXISTING
CONTOUR - EXISTING - INDEX
+ 866.32
(866)
(870)
SEE SHEET C-001 FOR DETAILED LEGEND
KEY MAP
1" = 600'
SHEET NOTES
1. SEE PIPE INVERTS ON SHEETS C-400 TO
File details come from the government source that posted it. Updated .