Pages from 20241108_USDA_DFRC_RTA_Dwgs_V1_3.pdf
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About this file
This file contains architectural drawings related to the USDA Dairy Forage Research Center (DFRC) construction project in Prairie du Sac, Wisconsin. The drawings appear to be part of the design documentation for a facility that will include pre-engineered metal buildings and a Lab and Administration Building with laminated wood construction, all supported by concrete spread footings. The project encompasses approximately 254,003 Building Gross Square Feet (BGSF) of new construction across 18 interconnected buildings and support structures, with a total project footprint of approximately 642,000 Gross Square Feet (GSF).
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Text version
8.
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24" RCP
GRADE = 0.17%
LENGTH = 146 FT
24" RCP
GRADE = 0.16%
LENGTH = 234 FT
4+00
RIM: 864.74
24" RCP
GRADE = 0.16%
LENGTH = 296 FT
INLET 8A
STA 0+7+93
BEGIN 24"Ø STORMWATER
PIPE IN STORMWATER BASIN
INV. = 859.75'
STA 0+47
SITE FENCE
6" MIN.
SEPARATION
STA 3+01
PROPOSED 24" Ø
GRAVITY SEWER
STA 3+52
PROPOSED GAS LINE
STA 5+67'
PROPOSED 8" Ø
SAN. SEWER
STA 6+19
PROPOSED 8" BADGER 5
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STA 6+96.44
OUTLET 18" Ø STORMWATER
PIPE TO DAYLIGHT
INV. = 858.65'
6" MIN.
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MANHOLE 8B
48"Ø MANHOLE
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SEE DETAIL SHEET C-501 (TYP.)
PROPOSED GRADE (TYP.)
EXISTING GRADE (TYP.)
PROPOSED 24" Ø
STORMWATER PIPE
SD-8A
STA 5+68
PROPOSED GASLINE
SD-8B
C B C
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2+00 3+00
4+00 5+00
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GRADE = 0.20%
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8" HDPE
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LENGTH = 178 FT
INLET 11A
INLET 11BINLET 11C
INLET 11D
48"Ø MANHOLE
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END 8"Ø SD-11
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INLET 11D
STA 2+83
INLET 11C
STA 3+65
INLET 11B
STA 4+46
INLET 11A
3' 6'
SD-11A
SD-11B
SD-11C
SD-11D
NOTES:
1) SEE PIPE INVERT DETAILS ON SHEET C-402
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EXISTING GRADE (TYP.)
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POE: 0+50.00
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F
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12" REIN. CONC. (RCP)
GRADE = 0.61%
LENGTH = 31 FT
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
ROAD
STA 0+40
INV. 864.51'
STA 0+09.38
INV. 864.7'
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ROAD
STA 0+49.13
INV. 964.74'
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FLUME PIPE. MIN.
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PROPOSED 30"Ø
FLUME PIPE
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STA 0+36
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INLET 15 A
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INLET 15 A
INLET 14 A
1.
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2.
2.
3.
3.
0+50
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GRADE = 0.29%
LENGTH = 24 FT
RODENT
GUARD
PROPOSED FIRE
PUMP HOUSE
PROPOSED GRADE (TYP.)
EXISTING GRADE (TYP.)
1.
1.
0+00
2.
2.
3.
3.
0+50
6" HDPE
GRADE = 0.32%
LENGTH = 25 FTRODENT
GUARD
PROPOSED FIRE
PUMP HOUSE
10' 20'0
PL
AN
P
R O
FI
LE
S
TO
R M
D R
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- 1
C-422
US Army Corps of Engineers ®
SHEET ID
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N N
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3 5 7 9 11 13 15 17 19
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P at h:
Pl ot D at e:
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9-
3-
30' 60'0
HOR.
VER.
PLAN
NORTH
STORM DRAIN 14 STORM DRAIN 15
2.
2.
0+00
2.
1.
2.
1.
0+50
1.
0.
1.
0.
1+00
0.
0.
0.
9.
1+50
0.
9.
0.
9.
2+00
0.
9.
1.
9.
2+50
1.
9.
1.
9.
3+00
9.
9.
3.
0.
3+50
0.
0.
8.
2.
4+00
6.
6.
3.
3.
4+50
4.
6.
5+00
12" HDPE
GRADE = 1.00%LENGTH = 207 FT
2+80
RIM: 859.00
12" HDPE
GRADE = 1.00%LENGTH = 107 FT
1+72
RIM: 859.29
STA 0+00'
SWALE INV. = 862.4'
SLOPE = 1.5%
STA 4+79
OUTLET 12"Ø STORMWATER
PIPE TO STORMWATER BASIN
INV. = 853.5'
INLET 4A INLET 4B
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
STA 4+00
PROPOSED VALVE BOX
SEE DETAIL SHEET C-505
STA 4+67
PROPOSED
CHECK VALVE
STA 2+16
C3 FORCEMAIN
2.
2.
0+00
2.
4.
2.
6.
0+50
2.
5.
2.
3.
1+00
2.
2.
1+15
12" REIN. CONC. (RCP)
GRADE = 0.27%
LENGTH = 93 FT
STA 0+13
PROPOSED SLIDE GATE/
KNIFE GATE VALVE
SEE SPEC. 33 40 00
SEE DETAIL SHEET C-513
ROAD
HAND WHEEL EL = 866.0'
2.
7.
0+00
2.
7.
2.
7.
0+50
2.
6.
1.
6.
1+00
1.
6.
0.
6.
1+50
0.
5.
9.
5.
2+00
0.
5.
0.
5.
2+50
0.
5.
9.
5.
3+00
0.
6.
0.
6.
3+50
9.
6.
9.
6.
4+00
0.
7.
0.
7.
4+50
1.
7.
5+00
6" Corrugated HDPE
GRADE = 0.51%
LENGTH = 199 FT
4" Corrugated HDPE
GRADE = 2.00%LENGTH = 138 FT
6" Corrugated HDPE
GRADE = 0.51%
LENGTH = 60 FT
6" Corrugated HDPE
GRADE = 0.52%
LENGTH = 74 FT
2+10
RIM: 865.65
2+83
RIM: 865.69
8" HDPEGRADE = 1.38%
LENGTH = 53 FT
INLET 12A INLET 13A
STA 1+50
RT13 OUTLET
INV = 861.8
OUTLET TO SW BASIN
STA 2+50
24"Ø FLUME PIPE
STA 0+13
START 6"Ø CPP
INV = 864.5
STA 4+82
START 6"Ø CPP
INV = 864.5
PROPOSED GRADE (TYP.)
EXISTING GRADE (TYP.)
ROAD
0+00 1+00 2+00 3+00 4+00 4+97.34
5+
0+00 1+00
2+
3+
4+
D
0+00
1+00 1+20
0+
0+
.4
D
D D
D
D
D
COCO
D
D
D
0+
1+00
D
DDD
G
G G G G G G G G G G G G G G G G
SD
SD
SD
SD
SD
SD
SD
F
F F F F F F F F F F F F F F F F F F F F F F F F F F
F
SD
SD
SDSDSDSDSD
SD
SD
SD
SD
SD
D
D D
D
CP
CP
CP
CP
CO
CO
COCO
D
D D
SDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
CP CP
CP CP D
DD
C3
INLET 5B
INLET 5C
INLET 5D
INLET 4B
INLET 4A
INLET 13A
INLET 12A
CP 9
C1-1
STA 1+50
8"Ø OUTLET RT 13A
SD 4
STA 4+67
PROPOSED CHECK VALVE
STA 0+13
PROPOSED 12" Ø
EMERGENCY
SLIDE GATE/ KNIFE
GATE VALVE
STA 4+00
PROPOSED EMERGENCY SLIDE
GATE VALVE
SWALE
RT 13B
STA 0+13
BEGIN 4"Ø CPP
BEGIN ROCK TRENCH DRAIN
STA 4+82
BEGIN 6"Ø CPP
BEGIN ROCK TRENCH DRAIN
8"Ø OUTLET
INV = 861.0
L = 53 FT
30' 60'0
PL
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C P
C-423
US Army Corps of Engineers ®
SHEET ID
U S
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D B
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C O
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N N
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3 5 7 9 11 13 15 17 19
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Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
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9-
3-
10' 20'0
HOR.
VER.
CULVERT 9
ROCK TRENCH DRAIN 13 AND OUTLET
STORM DRAIN 4
PLAN
3' 6'
2.
0.
0+00
2.
3.
3.
0.
0+50 0+60
12" REIN. CONC. (RCP)
GRADE = 0.54%
LENGTH = 46 FT
ROAD
STA 0+03.34
INV. 860.38'
0+49.72
INV. 860.63'
EXISTING GRADE
PROPOSED
GRADE
STA 0+12.38
PROPOSED
GAS LINE
0+
0+
POB: 0+00.00
POE: 0+60.00
G G
G G
G
G G G G G G G G G G
C P
C P
C P
C P
C P
F F
F F
F F
F F
F F
F F
F
F
C P
C P
C P
C P
C P
CP 12A
12"Ø RCP
CP 12B
12"Ø RCP
FLARED END SECTION
SEE SHEET C-501 (TYP.)
10' 20'0
PL
AN
P
R O
FI
LE
C U
LV
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T
C-424
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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PS
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F
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IN
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D R
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B
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D B
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D B
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AN
SI
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SU
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AT
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C O
N
TR
AC
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N O
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C
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AT
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N N
O
N
3 5 7 9 11 13 15 17 19
L
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C
A
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D
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C R
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
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F
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SD
A
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FR
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-4
P
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N E, S U
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, I L
9-
3-
10' 20'0
HOR.
VER.
CULVERT PIPE 12A & 12B
PLAN
NORTH
1' 2'
NOTES:
1) SEE PIPE INVERT DETAILS, SHEET C-400
THROUGH C403
1.
2.
0+00
1.
6.
2.
5.
0+50
3.
2.
0+65
12" REIN. CONC. (RCP)
GRADE = 0.34%
LENGTH = 57 FT
PROPOSED GRADE (TYP.)
EXISTING GRADE (TYP.)
ROAD
STA 0+04.03
INV. = 862.16'
STA 0+60.68
INV. = 862.35'
0+
POB: 0+00.00
F F
F F
F F
F F
F F
F F
F
G G
G G
G G
G G
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
C P
C P
C P
C P
C P
C P
C P
CO
B9CP 13
12"Ø RCP
FLARED END SECTION
SEE SHEET C-501 (TYP.)
0+
0+
.8
POB: 0+00.00
POE: 0+59.81
SD
SD
SD
SD
SD
SD
C P
C P
C P
C P
C P
C P
C P
F F
F F
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN S
C P
C P
C P
C P
C P
C P
C P
D
CP 14B
12"Ø RCP
CP 14A
12"Ø RCP
FLARED END SECTION
SEE SHEET C-501 (TYP.)
9.
0.
0+00
9.
4.
8.
0.
0+50 0+60
12" REIN. CONC. (RCP)
GRADE = 0.22%
LENGTH = 49 FT
ROAD
STA 0+02.78
INV. = 860.16'
STA 0+51.78
INV. = 860.28'
STA 0+11.76
PROPOSED 8"Ø SAN SEWER
INV. = 857.26'
10' 20'0
PL
AN
P
R O
FI
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S H
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C U
LV
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C-425
US Army Corps of Engineers ®
SHEET ID
U S
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M
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O R
PS
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D R
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D B
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N N
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3 5 7 9 11 13 15 17 19
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A
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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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SD
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N E, S U
IT
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PE
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IA
, I L
9-
3-
10' 20'0
HOR.
VER.
CULVERT PIPE 13 CULVERT PIPE 14A & 14B
PLAN
NORTH
1' 2'
NOTES:
1) SEE PIPE INVERT DETAILS ON
SHEETS C400 THROUGH C402.
8.
8.
0+00
8.
4.
8.
1.
0+50
9.
9.
0+60
12" REIN. CONC. (RCP)
GRADE = 1.89%
LENGTH = 50 FT
PROPOSED GRADE (TYP.)
EXISTING GRADE (TYP.)
ROAD
STA 0+05.6
INV. = 858.95
STA 0+55.3
INV. = 859.90'
STA 0+26.76
PROPOSED
GAS LINE
0+
0+
POB: 0+00.00
POE: 0+60.00
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
C P
C P
C P
C P
C P
C P
C P
C P
F F
F F
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
GGGGGGGGGGGGG
C P
C P
C P
C P
C P
C P
C P
C P
CP 15A
12"Ø RCP
CP 15B
12"Ø RCP
SD - 3
FLARED END SECTION
SEE SHEET C-501 (TYP.)
0+
0+
.4
POB: 0+00.00
POE: 0+80.43
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
C P
C P
C P
C P
C P
C P
C P
C P
C P
F F
F F
F F
F F
F F
F F
F
F F F F F F F F F F F F F F F F F F F
SD
SD
SD
SD
CP 16
12"Ø RCP
SD-3
SD -2
FLARED END SECTION
SEE SHEET C-501 (TYP.)
7.
7.
0+00
7.
2.
7.
3.
0+50
7.
8.
7.
8.
0+80
12" REIN. CONC. (RCP)
GRADE = 1.94%
LENGTH = 70 FT
ROAD
STA 0+03.92
INV. = 857.50'
STA 0+73.91
INV. = 858.83'
10' 20'0
PL
AN
P
R O
FI
LE
C U
LV
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T
C-426
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
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IN
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R
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D R
AW
N
B Y:
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B
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D B
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SI
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C H
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D B
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AN
SI
D
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SU
E D
AT
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C O
N
TR
AC
T
N O
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C
IT
AT
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N N
O
N
3 5 7 9 11 13 15 17 19
L
J
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A
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AT
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AR
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D
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C R
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
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D R
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SD
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N E, S U
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, I L
9-
3-
10' 20'0
HOR.
VER.
CULVERT PIPE 15A & 15B CULVERT PIPE 16
PLAN
NORTH
1' 2'
NOTES:
SHEETS C400 THROUGH C402.
8.
7.
0+00
7.
1.
7.
4.
0+50
7.
4.
7.
2.
1+00 1+20
12" REIN. CONC. (RCP)
GRADE = 2.10%
LENGTH = 98 FT
PROPOSED GRADE (TYP.)
EXISTING GRADE (TYP.)
ROAD
STA 0+11.24
INV. = 858.0'
STA 1+09.6
INV. = 860.0'
STA 0+67.39
PROPOSED 2"Ø
BADGER 5 SERVICE
TO B7
STA 1+08.38
PROPOSED 8"Ø
BADGER 5 MAIN
0+00 1+00 1+18.34
PO
B:
+0
0.
PO
E:
+1
8.
SD
SD
SD
SD
SD
SD
SD
SD
SD
F
F
F
F
F
F
F
F
F
F
F
F
S
CPCPCPCPCPCPCPCPCPCPCPCPCP
SAN
F
F
F
F
F
F
F
F
SAN
SAN
F
F
F
B7
CP17
12"Ø RCP
FLARED END SECTION
SEE SHEET C-501 (TYP.)
0+
0+
POB: 0+00.00
POE: 0+65.00
G G
G G
G
G G G G G G G G
SD
SD
C P
C P
C P
C P
C P
C P
C P
S
SAN
SAN
SAN
GGGG
SAN SAN SAN SAN SAN SAN SAN SAN
CO
F F
F F
F F
F F
F F
F F
F
CP 18
12"Ø RCP
FLARED END SECTION
SEE SHEET C-501 (TYP.)
8.
0.
0+00
9.
3.
9.
2.
0+50 0+65
12" REIN. CONC. (RCP)
GRADE = 0.15%
LENGTH = 53 FT
ROAD
STA 0+03.13
INV. = 860.82'
STA 0+56.98
INV. = 860.90'
STA 0+16
PROPOSED GAS LINE
10' 20'0
PL
AN
P
R O
FI
LE
C U
LV
ER
T
C-427
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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R
S
D R
AW
N
B Y:
D
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IG
N
ED
B
Y:
SU
BM
IT
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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
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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
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D U
S
AC
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A
D
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TR
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AU
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ER
-S
TU
TZ
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T.
F
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D
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D . F
EU
C
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T.
F
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D
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A.
O
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EB
AU
G
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/0
8/
W
F2
0C
W
F2
1C
N
EW
D
AI
R Y
FO
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AG
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EA
R
C H
C
EN
TE
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R
TA
/0
8/
/3
0/
1:
:5
AM
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
-4
P
LA
N
P R
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FI
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C
U
LV
ER
T
.d w g
N . D
R
IE
S
LA
N E, S U
IT
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PE
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IA
, I L
9-
3-
10' 20'0
HOR.
VER.
CULVERT PIPE 17
CULVERT PIPE 18
PLAN
NORTH
1' 2'
PLAN
NORTH
NOTES:
SHEETS C-400 THROUGH C-402.
2.
1.
0+00
2.
4.
3.
2.
0+50 0+60
12" REIN. CONC. (RCP)
GRADE = 1.09%
LENGTH = 47 FT
ROAD
STA 0+1.02
INV. = 862.0'
STA 0+48.0
INV. = 862.5
STA 0+11.42
PROPOSED
GAS LINE
0+
0+
.29
POB: 0+00.00
POE: 0+55.29
G G G G G G G G G G G G
G G
CP
CP
CP
CP
CP
CP
G
G G
G G
G G G GG
CO
CP 19
12"Ø RCP
FLARED END SECTION
SEE SHEET C-501 (TYP.)
0+00
1+00
1+
.90
CPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP
SD
STORM DRAIN 11
GATE
CP 20
18"Ø RCP
FLARED END SECTION
SEE SHEET C-501 (TYP.)
3.
2.
0+00
3.
4.
3.
5.
0+50
4.
5.
4.
5.
1+00
5.
4.
5.
2.
1+50
18" REIN. CONC. (RCP)
GRADE = 0.25%
LENGTH = 123 FT
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
ROAD
STA 0+18.02
INV. = 862.5'
STA 1+40.76
INV. = 862.90'
10' 20'0
PL
AN
P
R O
FI
LE
C U
LV
ER
T
C-428
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
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D B
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SI
ZE
C H
EC
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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
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C
A
D
AT
E M
AR
K
D
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C R
IP
TI
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
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F
D
B
PR
AI
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D U
S
AC
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A
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-S
TU
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F
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D
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D . F
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F
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D
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A.
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EB
AU
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/0
8/
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F2
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F2
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S:
\2
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SD
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.d w g
N . D
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LA
N E, S U
IT
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PE
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IA
, I L
9-
3-
30' 60'0
HOR.
VER.
CULVERT PIPE 19
CULVERT PIPE 20
PLAN
NORTH
1' 2'
NOTES:
1) SEE PIPE INVERT DETAILS ON SHEETS C-400 THROUGH
C-402
5.
7.
0+00
4.
7.
4.
7.
0+50
3.
7.
3.
7.
1+00
2.
7.
2.
7.
1+50
2.
7.
2.
7.
2+00
1.
7.
1.
7.
2+50
1.
7.
1.
7.
3+00
1.
7.
1.
6.
3+50
1.
1.
3+75
4" CORR. PLASTIC (CPP)
GRADE = 0.50%
LENGTH = 261 FT
4" CORR. PLASTIC (CPP)
GRADE = 0.50%
LENGTH = 109 FT
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
ROAD
STA 0+1.00
BEGIN 4"Ø CPP
INV. = 864.83'
BEGIN ROCK
TRENCH DRAIN
STA 2+61.27
END ROCK
TRENCH DRAIN
INV. = 863.53'
STA 3+70
END 4"Ø CPP
INV. = 862.99'
OUTLET TO DAYLIGHT
STA 3+22
PROPOSED 6"Ø
BADGER 5 MAIN
STA 3+12
PROPOSED 12"Ø
FORCEMAIN INV.=860.81'STA 0+84.59
PROPOSED BLUFFVIEW
WATER SERVICE
STA 0+82 PROPOSED
BADGER 5 WATER SERVICE
STA 0+75.53
PROPOSED
GAS LINE
STA 0+41 TO 0+71
NO ROCK TRENCH
DRAIN UNDER
DRIVEWAY
STA 0+8.00 & 0+10.00
PROPOSED 8"Ø FORCEMAINS
0+00 1+00 2+00
3+
3+
PO
B:
+0
0.
PI
: 2
+6 1.
POE: 3+75.00
708 709
G G
G G
G G
G G
G G G
FFF
F F
F F
F F F
F
F F
F
FFFFFFF
F F
F F
F
F
F F
W W
W W
W W W W W
W
SD
B1 B2
B3
STA 0+1.00
BEGIN 4"Ø CPP
BEGIN ROCK
TRENCH DRAIN
STA 2+61.27
END ROCK
TRENCH DRAIN
STA 3+70
END 4"Ø CPP
OUTLET TO DAYLIGHT
20' 40'0
PL
AN
P
R O
FI
LE
R O
C K
TR
EN
C H
D R
AI
N
C-429
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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R
S
D R
AW
N
B Y:
D
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N
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B
Y:
SU
BM
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D B
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SI
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C H
EC
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D B
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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
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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
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D U
S
AC
, W I
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A
D
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TR
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TU
TZ
, I
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F
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D
M
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F
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8/
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0/
2:
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PM
S:
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SD
A
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D ra w in gs \C
-4
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P R
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TR
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H D
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dw g
N . D
R
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N E, S U
IT
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PE
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IA
, I L
9-
3-
10' 20'0
HOR.
VER.
ROCK TRENCH DRAIN 1
PLAN
NORTH
2' 4'
1. SEE ROCK TRENCH INSTALLATION DETAIL, SHEET C-500.
1.
7.
0+00
1.
7.
1.
7.
0+50
0.
6.
0.
6.
1+00
0.
6.
0.
5.
1+50
0.
5.
0.
5.
2+00
0.
4.
0.
0.
2+50
6" CORR. PLASTIC (CPP)
GRADE = 1.00%LENGTH = 200 FT
6" CORR. PLASTIC (CPP)
GRADE = 1.00%LENGTH = 37 FT
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
ROAD
STA 2+44.26
END 6"Ø CPP
INV. = 862.33'
OUTLET TO
DAYLIGHT
STA 2+07.53
END ROCK TRENCH DRAIN,
6"Ø TEE FITTING, INV. = 862.7'
CONNECT WITH 6"Ø CPP
IN ROCK TRENCH DRAIN 5
STA 0+7.53
BEGIN 6"Ø CPP
INV. = 864.7'
BEGIN ROCK
TRENCH DRAIN
STA 2+20.22
PROPOSED 6"Ø
BADGER 5 MAIN
STA 2+06.03
PROPOSED 12"Ø
FORCEMAIN INV.=861.04
0+00 1+00 2+00
2+
PO
B:
+0
0.
PI
: 2
+0 7.
POE: 2+50.00
FFFFFFFFFFFFFFFFFFFF F
F F
B3
RT-1
STA 0+7.62
BEGIN 6"Ø CPP
BEGIN ROCK TRENCH DRAIN
STA 2+07.03
END ROCK TRENCH DRAIN
PROPOSED 6"Ø TEE FITTING,
CONNECT TO 6"Ø CCP
IN ROCK TRENCH DRAINS
STA 2+44.26
END 6"Ø CPP
OUTLET TO DAYLIGHT
RT-5
3.
7.
0+00
2.
6.
2.
6.
0+50
2.
6.
2.
6.
1+00
1.
7.
1.
6.
1+50
1.
6.
2+00
4" CORR. PLASTIC (CPP)
GRADE = 0.50%
LENGTH = 63 FT
1+98
RIM: 865.16
4" CORR. PLASTIC (CPP)
GRADE = 0.50%
LENGTH = 127 FT
STA 0+08.08
BEGIN 4"Ø CPP
INV. 864.46'
BEGIN ROCK
TRENCH DRAIN
STA 1+35.34
END ROCK
TRENCH DRAIN
INV. =863.84'
SD-2
INLET 2B
0+00 1+00
1+99.99
PO
B:
+0
0.
PI
: 1
+3 5.
PO
E:
+9
9.
WWWW
F F F F F
F
SD
SD
SD
D
D
G
SD
SD SD
SD
B2
STA 0+08.08
BEGIN 4"Ø CPP
BEGIN ROCK TRENCH DRAIN
STA 1+35.34
END ROCK
TRENCH DRAIN
STA 1+98
END 4"Ø CPP
AT INLET 2B - SD-2
A
SD-2B
20' 40'0
PL
AN
P
R O
FI
LE
R O
C K
TR
EN
C H
D R
AI
N
S
- 3
C-430
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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R
S
D R
AW
N
B Y:
D
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N
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B
Y:
SU
BM
IT
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D B
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SI
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C H
EC
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D B
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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
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D U
S
AC
, W I
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AH
A
D
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TR
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T
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AU
R
ER
-S
TU
TZ
, I
N C
T.
F
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D
M
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D . F
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F
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D
M
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A.
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EB
AU
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/0
8/
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F2
0C
W
F2
1C
N
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AG
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C H
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/0
8/
/3
0/
2:
:0
PM
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
-4
P
LA
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P R
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R
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K
TR
EN
C
H D
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AI
N S
3- 4.
dw g
N . D
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N E, S U
IT
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PE
O
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IA
, I L
9-
3-
10' 20'0
HOR.
VER.
ROCK TRENCH DRAIN 3
PLAN
NORTH
2' 4'
NOTES:
ROCK TRENCH DRAIN 2
0.
5.
0+00
0.
5.
0.
5.
0+50
0.
5.
0.
6.
1+00
0.
6.
1.
6.
1+50
0.
7.
0.
7.
2+00
9.
7.
9.
7.
2+50
8.
8.
8.
8.
2+75
6" CORR. PLASTIC (CPP)
GRADE = 1.00%
LENGTH = 264 FT
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
STA 2+68.30
BEGIN 6"Ø CPP
INV. = 865.35'
BEGIN ROCK TRENCH DRAIN
STA 0+4.02'
END ROCK TRENCH DRAIN
END 6"Ø CPP
INV. = 862.7'
CONNECT TO 6"Ø CPP
IN ROCK TRENCH DRAIN 3
AT TEE FITTING
0+00 1+00 2+00 2+75
FFFFFFFFFFFFFFFFFFFFFFF
B3
RT-3
STA 0+4.02'
END ROCK TRENCH DRAIN
6" Ø CPP
OUTLET PIPE,
SEE SHEET C-430
STA 2+68.30
BEGIN 6"Ø CPP
BEGIN ROCK TRENCH DRAIN
1.
7.
0+00
1.
7.
0.
6.
0+50
0.
6.
0.
6.
1+00
0.
6.
0.
5.
1+50
0.
5.
0.
5.
2+00
0.
4.
9.
4.
2+50
9.
4.
2+50
6" CORR. PLASTIC (CPP)
GRADE = 1.00%LENGTH = 158 FT
6" CORR. PLASTIC (CPP)
GRADE = 0.80%LENGTH = 63 FT
STRU (247)
STA: 2+46.22
RIM: 864.15
INV. IN: 862.66
INV. OUT: 862.66
STA 0+25.03
BEGIN 6"Ø CPP
INV. = 864.7'
BEGIN ROCK
TRENCH DRAIN
STA 1+83
INV. = 863.16'
END ROCK
TRENCH DRAIN
STA 2+46.22
INV. = 862.65'
END 6"Ø CPP
SD-2
INLET 2D
0+00 1+00
2+00
2+50
PO
B:
+0 0.
PI
: 1
+8 3.
POE: 2
+5
0.0
G G
G
GGG
W W
W W
D D
F
F F
F F
SD
SD
SD
SD SD SD
SD
SD
SD
WWWWW CP CP CP
CO
FFFFF CB D
20' 40'0
PL
AN
P
R O
FI
LE
R O
C K
TR
EN
C H
D R
AI
N
S
C-431
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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O R
PS
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F
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IN
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R
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D R
AW
N
B Y:
D
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B
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SU
BM
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D B
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SI
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C H
EC
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D B
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AN
SI
D
IS
SU
E D
AT
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C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
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N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
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C
A
D
AT
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AR
K
D
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C R
IP
TI
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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
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D U
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AC
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A
D
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TR
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TU
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F
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D
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AN
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D . F
EU
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H T
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F
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D
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A.
O
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AU
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/0
8/
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F2
0C
W
F2
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8/
/3
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2:
:1
PM
S:
\2
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P R
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AI
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5.
dw g
N . D
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IT
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PE
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IA
, I L
9-
3-
10' 20'0
HOR.
VER.
ROCK TRENCH DRAIN 5
PLAN
NORTH
2' 4'
NOTES:
1. SEE ROCK TRENCH INSTALLATION DETAIL, SHEET C-500.
ROCK TRENCH DRAIN 4
STA 0+25.03
BEGIN 6"Ø CPP
BEGIN ROCK TRENCH DRAIN
STA 1+83
END ROCK
TRENCH DRAIN
B3
STA 2+46.22
END 6"Ø CPP
AT INLET 2D-SD-2
9.
3.
0+00
9.
4.
9.
4.
0+50
0.
5.
9.
5.
1+00
0.
6.
0.
6.
1+50
9.
6.
9.
6.
2+00
9.
7.
8.
7.
2+50
8.
7.
7.
7.
3+00
7.
7.
3+25
6" CORR. PLASTIC (CPP)
GRADE = 1.00%
LENGTH = 62 FT
6" CORR. PLASTIC (CPP)
GRADE = 1.00%
LENGTH = 247 FT
0+08
RIM: 863.50
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
SD-2
INLET 2F
STA 0+08
END 6"Ø CPP
AT INLET 2G
INV. = 862.38'
STA 0+69.88
END ROCK
TRENCH DRAIN
INV. = 863.0'
STA 3+16.88
BEGIN 6"Ø CPP
INV. = 865.46
BEGIN ROCK
TRENCH DRAIN
0+
1+00 2+00 3+00 3+25
POB: 0+00.00
PI: 0+70.33
PO
E:
+2
5.
1+25
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
GGGGGGGGGGGGG
CP CP CP
B3
STA 3+16.88
BEGIN 6"Ø CPP
BEGIN ROCK
TRENCH DRAIN
STA 0+08
END 6"Ø CPP AT INLET 2G
SD-2G
STA 0+69.88
END ROCK TRENCH DRAIN
20' 40'0
PL
AN
P
R O
FI
LE
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C K
TR
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C H
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AI
N
C-432
US Army Corps of Engineers ®
SHEET ID
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AT
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N N
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3 5 7 9 11 13 15 17 19
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9-
3-
10' 20'0
HOR.
VER.
ROCK TRENCH DRAIN 6
PLAN
NORTH
2' 4'
9.
5.
0+00
9.
5.
9.
5.
0+50
8.
5.
8.
6.
1+00
8.
6.
8.
6.
1+50
8.
7.
8.
7.
2+00
8.
7.
8.
8.
2+50
8.
8.
9.
8.
3+00
4" CORR. PLASTIC (CPP)
GRADE = 1.25%
LENGTH = 263 FT
0+10
RIM: 863.92
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
STA 0+17.89
PROPOSED
GASLINE
SD-2
INLET 2F
STA 0+10
END 4"Ø CPP
AT INLET 2F
INV. = 862.23'
STA 0+20.06
END ROCK
TRENCH DRAIN
INV. = 862.28'
STA 2+83.06
BEGIN 4"Ø CPP
INV. = 865.56'
BEGIN ROCK
TRENCH DRAIN
0+
1+00 2+00 3+00POB: 0+00.00
PI: 0+19.38 PO
E:
+0
0.
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SAN SAN SANSANSANSANSANSANSANSANSANSANSAN
GGGGGGGGGGGGG
F
CP CP CP
B5
STA 0+20.06
END ROCK
TRENCH DRAIN
RT 10
STA 0+10
END 4"Ø CPP
AT INLET 2F-SD-2
SD-2G
STA 2+83.06
BEGIN 4"Ø CPP
BEGIN ROCK
TRENCH DRAIN
20' 40'0
PL
AN
P
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FI
LE
R O
C K
TR
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C H
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AI
N
C-433
US Army Corps of Engineers ®
SHEET ID
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AT
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N N
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3 5 7 9 11 13 15 17 19
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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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9-
3-
10' 20'0
HOR.
VER.
ROCK TRENCH DRAIN 9
PLAN
NORTH
2' 4'
NOTES:
1. SEE ROCK TRENCH
INSTALLATION DETAIL, SHEET
C-500.
8.
3.
0+00
8.
3.
8.
4.
8.
6.
8.
6.
8.
6.
1+00
8.
7.
9.
7.
9.
7.
9.
7.
9.
7.
2+00
9.
8.
9.
8.
9.
8.
9.
8.
2+75
4" CORR. PLASTIC (CPP)
GRADE = 1.06%
LENGTH = 54 FT
4" CORR. PLASTIC (CPP)
GRADE = 1.50%
LENGTH = 204 FT
0+07
RIM: 862.91
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
ROAD
ROAD
SD3,
INLET 3H
STA 0+09
END 4"Ø CPP
AT INLET
INV. = 861.29'
STA 0+53.37
PROPOSED 8"Ø
SAN SEWER
INV. 855.94
STA 0+55.06
END ROCK
TRENCH DRAIN
INV. = 861.86'
STA 2+59.06
BEGIN 4"Ø CPP
INV. = 864.2'
BEGIN ROCK
TRENCH DRAIN
0+00
1+00 2+00 2+80.76
FF
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSD
F F
F F
F F
F F
F F
F
SD
SD
SAN
SANSANSANSANSANSANSANSANSANSANSANSAN
F F
B5
STA 0+09
END 4" Ø CPP
AT INLET 3H-SD3
RT-12
SD-3I
STA 0+55.06
END ROCK
TRENCH DRAIN
STA 2+59.06
BEGIN 4"Ø CPP
BEGIN ROCK
TRENCH DRAIN
20' 40'0
PL
AN
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TR
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US Army Corps of Engineers ®
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3 5 7 9 11 13 15 17 19
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2 4 6 8 10 12 14 16 18 20
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9-
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10' 20'0
HOR.
VER.
ROCK TRENCH DRAIN 10
PLAN
NORTH
2' 4'
NOTES:
1. SEE ROCK TRENCH
INSTALLATION DETAIL, SHEET
C-500.
3.
7.
0+00
3.
7.
3.
7.
0+50
3.
6.
2.
6.
1+00
2.
6.
1.
6.
1+50
1.
5.
0.
5.
2+00
9.
3.
2+25
4" CORR. PLASTIC (CPP)
GRADE = 1.00%LENGTH = 204 FT
2+22
RIM: 863.50
PROPOSED GRADE (TYP.)
EXISTING GRADE (TYP.)
ROAD
STA 0+7.52
BEGIN 4"Ø CPP
INV. = 863.44'
BEGIN ROCK
TRENCH DRAIN
STA 2+22
END 4"Ø CPP
INV. = 861.3'
AT INLET 3F
STA 2+11.48
END ROCK TRENCH DRAIN
INV. = 861.4'
SD-3
INLET 3F
8.
3.
0+00
8.
5.
8.
4.
0+50
8.
5.
8.
5.
1+00
8.
5.
9.
6.
1+50
9.
6.
9.
6.
2+00
9.
7.
9.
7.
2+50
9.
7.
2+50
4" CORR. PLASTIC (CPP)
GRADE = 1.00%
LENGTH = 224 FT
0+05
RIM: 863.41
SD-3
INLET 3G
STA 15.50
END ROCK TRENCH DRAIN
INV. = 861.3'
STA 0+5
END 4"Ø CPP
AT INLET 3G
INV. = 861.19'
STA 2+39.50
BEGIN 4"Ø CPP
INV. = 863.55'
BEGIN ROCK TRENCH DRAIN
0+00 1+00 2+00
2+
PO
B:
+0
0.
PI
: 2
+1 1.
POE: 2+25.00
F F F F F F F F F F F F F F F F F
F F
SD SD SD SD
SD
SD
SD
DD
SAN SAN SAN SAN SAN SAN SAN SAN
SD
CP
CO
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B6
STA 0+7.52
BEGIN 4"Ø CPP
BEGIN ROCK
TRENCH DRAIN
SD 3D
SD 3E B13
STA 2+11.48
END ROCK TRENCH DRAIN
STA 2+22
END 4"Ø CPP
AT INLET
3F-SD-3
0+
1+00 2+00 2+50
SD
SD
SD
SD
SDSDSDSD
SD
SD
SD
SAN SAN SANSANSANSANSANSANSANSANSAN
F F
CP
B6STA 15.50
END ROCK TRENCH DRAIN
B13
STA 0+5
END 4"Ø CPP
AT INLET 3G-SD3
SD 3G
SD-3H
RT-10
STA 2+39.50
BEGIN 4"Ø CPP
BEGIN ROCK
TRENCH DRAIN
20' 40'0
PL
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9-
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10' 20'0
HOR.
VER.
ROCK TRENCH DRAIN 11 ROCK TRENCH DRAIN 12
PLAN
NORTH
2' 4'
NOTE:
7.
7.
0+00
1.
0.
0+50
6.
0+70
24" REIN. CONC. (RCP)
GRADE = 1.15%LENGTH = 59 FT
EXISTING ROAD
STA 0+07
PROPOSED (2) 24"Ø
SLIDE GATE/KNIFE GATE VALVE
SEE SPEC. 33 40 00
SEE DETAIL SHEET C-513
HAND WHEEL EL = 862.4'
PROPOSED
GRADE (TYP.)
0+
0+
POB: 0+00.00
PI: 0+10.00
PI: 0+69.18
POE: 0+70.00
C P
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F F
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ECP1B
STA 0+07
PROPOSED (2) 24" Ø EMERGENCY
SLIDE GATE/KNIFE GATE VALVE
B3
EXISTING HMA
SOUTH ROAD
30' 60'0
PL
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US Army Corps of Engineers ®
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30' 60'0
HOR.
VER.
PLAN
NORTH
EXISTING CULVERT PIPE 1A & 1B
3' 6'
4.
6.
0+00
2.
5.
2.
2.
0+50
2.
2.
2.
2.
1+00
4.
2.
4.
2.
1+50
4.
2.
4.
2.
2+00
5.
2.
5.
2.
2+50
5.
2.
6.
2.
3+00
6.
2.
6.
2.
3+50
5.
2.
5.
2.
4+00
5.
2.
5.
2.
4+50
5.
2.
5.
2.
5+00
5.
2.
4.
2.
5+50
4.
2.
4.
2.
6+00
5.
2.
6.
2.
6+50
6.
2.
6.
2.
7+00
6.
2.
7.
2.
7+50
7.
2.
7.
2.
8+00
ROAD
STA 3+32
PROPOSED
6" Ø BLUFFVIEW
WATER MAIN
STA 3+47
PROPOSED
10"Ø SANITARY MAIN
STA 5+47
PROPOSED 8" Ø
BADGER 5 MAIN LINE
TO B8
STA 7+32
PROPOSED 8" Ø
BADGER 5 MAIN LINE
TO B8
STA 7+59
PROPOSED 8" Ø
BADGER 5 MAIN LINE
TO B8
ROAD
STA 1+12
PROPOSED GAS LINE
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
CP 2
MAX SLOPE 0.2%
0+
1+
2+00 3+00 4+00 5+00
6+
7+
8+00 9+00 10+00 11+00 12+00
POB: 0+00.00
PI: 1+09.45
PI: 1+22.09 PI
: 5
+6 9.
PI: 7+56.19
G G
G G
G G
G
W W
W W
W
W
W
W
W
W
W
W
W
W
SAN
SAN
SAN
SAN
C P
C P
C P
E E
E E
E E
E E
E E
E E
E E
SAN
SAN
SAN
SAN
C P
C P
F F
F F
F
F
F
F
F
F
F
F
F
F
F
F
CP CP
PARKING
LOT
C1-2
STA 1+12
PROPOSED GAS LINE
STA 3+32
PROPOSED 6" Ø
BLUFFVIEW WATER MAIN
STA 3+47
PROPOSED 10" Ø
SANITARY MAIN
STA 5+47
PROPOSED 8"Ø
BADGER 5 MAIN LINE TO B8
STA 7+32
PROPOSED 8" Ø
BADGER 5 MAIN LINE
TO B8
STA 7+59
PROPOSED 8" Ø
BADGER 5 MAIN LINE TO B8
40' 80'0
PL
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US Army Corps of Engineers ®
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9-
3-
10' 20'0
HOR.
VER.
SP
IL
LW
AY
PLAN
4' 8'
7.
2.
8+00
7.
2.
7.
2.
8+50
7.
2.
7.
2.
9+00
7.
2.
7.
2.
9+50
7.
2.
8.
2.
10+00
8.
2.
8.
2.
10+50
7.
2.
8.
2.
11+00
8.
2.
8.
2.
11+50
8.
2.
7.
2.
12+00
7.
2.
7.
2.
12+50
6.
2.
6.
2.
13+00
6.
2.
6.
2.
13+50
6.
2.
6.
3.
14+00
6.
3.
6.
3.
14+50
6.
3.
4.
3.
15+00
3.
3.
2.
3.
15+50
2.
3.
2.
3.
16+00
1.
3.
1.
3.
16+50
0.
3.
0.
3.
17+00
9.
3.
8.
9.
17+50 17+75
PROPOSED GRADE (TYP.)
EXISTING GRADE (TYP.)
ROAD
STA 8+65
PROPOSED SSD 1
MAX SLOPE 0.2%
8+
9+
+0
+0
+0
13+00 14+00 15+00 16+00 17+00 17+50.92PI: 12+46.67
PO
E:
7+
.9
G
G G G G G G G G G G G G
C P
C P
C P
C P
SD
SD
SD
SD
SD
F
F F F F F F F F F F F F F F F F F F F F
F
F
SD
SDSDSD
SD
SD
SD
C P
CP
CP
CP
CO
CO
COCO
SDSD
SD
SD
SD
SD
SD
SD
SD
CP
CP CP
C1-2
C1-1
C3
STA 8+65
PROPOSED SSD 1
40' 80'0
PL
AN
P
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FI
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S H
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W
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US Army Corps of Engineers ®
SHEET ID
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9-
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10' 20'0
HOR.
VER.
SP
IL
LW
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PLAN
4' 8'
STANDARD OPEN CUT PIPE TRENCH WIDTH
16" TO 21"
"D"
PIPE DIA
THE SPECIFICATION 31 00 00.
TAKEN AT O.D. OF PIPE
MAXIMUM TRENCH WIDTH "W"
18" 15" 12" 10" 8"
48" & LARGER
33" TO 42"
24" TO 30"
6" TO 15"
"A"
MAXIMUMAODA
W
D
NOT TO SCALE
NOTE: PROVIDE BEDDING IN ACCORDANCE WITH
AODA
W
D
OD
D
BEDDING SEE SPECS
6"4" TO 5"
BEDDING
SEE SPECS
VARIES
SEE NOTE
8 BELOW
NOTES:
1. INSTALLATION METHODOLOGIES (INCLUDING EXCAVATION, BEDDING, HAUNCHING, BACKFILL, COMPACTION, DISPOSAL OF SURPLUS MATERIAL, RESTORATION OF ALL DISTURBED SURFACES, ETC.) SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE PROJECT SPECS.
2. WHEN THE NEAREST INNER EDGE OF THE SIDEWALL OF THE TRENCH IS DIRECTLY UNDER, OR
WITHIN 2' OF AN EXISTING (OR PROPOSED) DRIVEWAY, SLAB ON GRADE OR PERMANENT
PAVEMENT STRUCTURE, SELECT GRANULAR BACKFILL, COMPACTED IN PLACE (FINAL BACKFILL)
SHALL BE REQUIRED. WHEN THE NEAREST INNER EDGE OF THE SIDEWALL OF THE TRENCH IS
NOT DIRECTLY UNDER OR WITHIN 2' OF AN EXISTING (OR PROPOSED) PERMANENT PAVEMENT
STRUCTURE, NO SELECT GRANULAR BACKFILL WILL BE REQUIRED (i.e. SOIL MAY BE USED).
INITIAL FILL MUST BE CRUMBLES OF EARTH WITH NO CLODS LARGER THAN 1.5".
3. SELECT GRANULAR BACKFILL, WHERE REQUIRED, SHALL BE COMPACTED IN PLACE IN
ACCORDANCE WITH THE PROVISIONS OF THE PROJECT SPECS.
4. MATERIAL REQUIREMENTS FOR SELECT GRANULAR BACKFILL SHALL BE IN ACCORDANCE WITH
THE STANDARD SPECS.
5. PIPE SHALL BE CRADLED WITH HAUNCHING AND BEDDING AT ALL LOCATIONS WITH GRANULAR
MATERIAL MEETING THE REQUIREMENTS OF THE SPECIFICATION 31 00 00. COMPACTION
REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE PROJECT SPECS.
6. MINIMUM COVER SHALL BE 5' OR DEEPER AS NEEDED TO PROTECT AGAINST FREEZING.
7. TRENCH WIDTH AT THE PIPE DEPTH SHALL NOT EXCEED THE PIPE DIAMETER PLUS 2 FEET
EXCEPT FOR PIPES OVER 30"Ø.
8. FOR TRENCHES WITH TWO PIPES, INCREASE THE MINIMUM TRENCH WIDTH BY 6" PLUS THE
DIAMETER OF THE SECOND PIPE (i.e. 18" + DIA. OF EACH PIPE).
FINAL GRADE
EXISTING GRADE
TRENCH WIDTH
UNDISTURBED
EARTH
6" MIN
TYP
5' M
IN
. C
O
VE
R
SE
E N
O
TE
FI
N
AL
B
AC
KF
IL
L
IN
IT
IA
L
B
AC
KF
IL
L
1' 1 2 O
.D
1 2 O .D
. H
AU
N C
H
IN
G
BE
D
D
IN
G S
EE
S
PE
C
S
OPEN TRENCH PIPE INSTALLATION DETAIL
NOT TO SCALE
PIPE
SEE NOTE 5
UNDISTURBED
EARTH
EXISTING GROUND
SURFACE
MATERIAL PREVIOUSLY EXCAVATED
FROM THE TRENCH
2' MIN
SEE NOTE 1 BELOW
AS REQ'D FOR CONSTRUCTION
NOTES:
1. THIS DETAIL SHALL APPLY TO THE INSTALLATION OF PROPOSED PIPE 12" DIA. AND
SMALLER IN AREAS THAT ARE LOCATED SUCH THAT THE NEAREST INNER EDGE OF THE
SIDEWALL OF THE TRENCH IS NOT DIRECTLY UNDER, OR WITHIN 2' OF AN EXISTING (OR
PROPOSED) PERMANENT STRUCTURE. PIPES UNDER OR WITHIN 2' OF STRUCTURES SHALL
USE OPEN TRENCH METHOD. THIS DETAIL IS SPECIFICALLY INTENDED FOR USE ON THE
DFRC SITE AROUND 3 SIDES OF C1 FOR SUBSURFACE DRAIN TUBING.
2. MATERIAL WHICH HAS PREVIOUSLY BEEN EXCAVATED FROM THE TRENCH SHALL BE USED
FOR BACKFILLING TRENCHES MEETING THE INSTALLATION REQUIREMENTS OF THIS
STANDARD DETAIL. HOWEVER, ONLY EARTH CRUMBLES WITH A PARTICLE SIZE OF 1.5" OR
LESS SHALL BE USED.
3. INSTALLATION OF THE THERMOPLASTIC PIPE BY A TRENCHING MACHINE WITH PIPE
GROVING SHOE SHALL BE CONSIDERED AN ACCEPTABLE CONSTRUCTION METHODOLOGY
FOR PIPE WHOSE HORIZONTAL ALIGNMENTS MEET THE CONDITIONS OF THIS DETAIL.
4. MINIMUM COVER SHALL BE 5' OR DEEPER AS NEEDED TO PROTECT AGAINST FREEZING.
5. TRENCH BOTTOM SHALL BE SEMI-CIRCULAR OR "V" SHAPED TO CLOSELY FIT THE PIPE.
TRENCH WIDTH @ THE PIPE MIDLINE SHALL NOT EXCEED THE PIPE DIAMETER BY MORE
THAN 10%.
NARROW TRENCH PIPE INSTALLATION DETAIL
NOT TO SCALE
TREE PROTECTION DETAIL - PLAN VIEW
NOT TO SCALE
WOODEN POST OR STEEL T-POST
MIN. 4 PER TREE
TREE
ORANGE
SNOW
FENCE
TREE PROTECTION DETAIL - SECTION VIEW
NOT TO SCALE
H
EI
G H
T
VA
R
IE
S
MIN. 5'-0" MIN. 5'-0"
PLACE FENCE BEYOND
EXTENT OF FURTHEST
EXTENDING BRANCHES
MIN. DISTANCE = 5' FROM
TREE
WOODEN POST
OR STEEL T-POST
2'-0"
VA
R
IE
S
2' -6
" M
IN
GEOTEXTILE AT ALL
SOIL-ROCK INTERFACES,
SEE SPECIFICATION 31 05 19.13
COARSE AGGREGATE, TYPE 2
SEE SPECIFICATION 33 46 16
PERFORATED CPP
DRILL ADDITIONAL 3 4"
HOLES @ 1' O.C. @ 1 &
11 O'CLOCK
BUILDING
ROCK TRENCH DRAIN DETAIL
NOT TO SCALE
ROCK TRENCH
CENTERED UNDER
ROOF DRIP LINE
SEE SHEET C-404 FOR ROCK TRENCH DRAIN PLAN
4" COARSE AGGREGATE TYPE 2,
SEE SPECIFICATION 33 46 16
1.5% MIN.
GEOTEXTILE AT ALL
SOIL-ROCK INTERFACES,
SEE SPECIFICATION 31 05 19.13
BUILDING
DRIP LINE AGGREGATE DETAIL
NOT TO SCALE
1' PAST
DRIP LINE
4" COARSE AGGREGATE TYPE 2,
SEE SPECIFICATION 33 46 16
NOTES:
1. INSTALL DRIP LINE AGGREGATE ALONG
BUILDINGS THAT DO NOT HAVE DOWN
SPOUTS OR ROCK TRENCH DRAINS.
1.5% MIN.
US Army Corps of Engineers ®
SHEET ID
U S
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C-500
5' -0
ORANGE SNOW FENCE
4" 1'
RIP-RAP
SECTION B-B
DDD
MIN. 3D
18"
18" MIN.
HEADWALL PLAN
RIP-RAP
3D
MIN.
3D
D
D
D
B
B
D
AA
D
SECTION A-A
D
SECTION A-A
2DL
RAD=D
FLARED END SECTION PLAN
RIP-RAP
3D
MIN.
D
D
D
B
B
D
AA
DISCHARGE AREA EROSION CONTROL DETAIL
NOT TO SCALE
END BLOCK
FILTER FABRIC,
SEE SPECIFICATION 31 05 19.13 FILTER FABRIC,
SEE SPECIFICATION
31 05 19.13
FILTER FABRIC,
SEE SPECIFICATION 31 05 19.13
' M
IN
EXISTING PAVEMENT/
EXISTING
GROUND
COARSE AGGREGATE
M
IN
* MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
OPERATION
10' MIN.
DRIVEWAY
70' MIN.
' M
IN
A A
FILTER FABRIC
EXISTING GROUND
EXISTING
PAVEMENT
MOUNTABLE BERM
(OPTIONAL)
5:1 SLOPE
70' MIN.
6" M
IN
3'
STABILIZED CONSTRUCTION ENTRANCE (PLAN VIEW)
NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
A
5' MAX
2' M
IN
(TYP)
"M
IN
(T
YP
FASTENER - MIN. NO. 10 GAGE WIRE
4 PER POST REQUIRED. (TYP.)
6" M in
DIRECTION OF FLOW
UNDISTURBED GROUND LINE
COMPACTED BACKFILL
6"
MIN
FILTER FABRIC
AASTHO #288-00
FILTER FABRIC
AASTHO #288-00
EXTEND FABRIC
INTO TRENCH
ELEVATION VIEW
ANCHOR DETAIL
SILT FENCE DETAILS
NOT TO SCALE
NOTES:
1. THE IMMEDIATE LAND AREA AROUND THE INLET SHOULD BE RELATIVELY FLAT
(LESS THAN 1% SLOPE) AND LOCATED SO THAT THE ACCUMULATED
SEDIMENT CAN BE EASILY REMOVED.
2. THE INSIDE EDGE OF THE BALES SHALL BE A MAXIMUM OF 2 FEET FROM THE
EDGE OF THE INLET.
3. FILTER FABRIC SHALL MEET THE REQUIREMENTS OF SPECIFICATION 31 05
19.13.
4. ANCHORS SHALL BE REBAR, STEEL PICKETS OR 2" X 2" STAKES, AND SHALL
BE LONG ENOUGH TO EXTEND AT LEAST 1.5 TO 2.0 FEET INTO THE GROUND
WHEN THE TOP IS FLUSH WITH THE BALE.
4"
2.0' MAX.
1.
5'
3.0'
ANCHOR
(2 ANCHORS PER BALE)
STRAW BALE
INLET
ANCHOR
FLOW
INLET
STRAW BALE
BACKFILL
FILTER FABRIC
(OPTIONAL)
2.
0'
M
AX
PLAN VIEW
NOT TO SCALE
SECTION VIEW
NOT TO SCALE
INLET PROTECTION SCALE BARRIER
NOT TO SCALE
DOWNSLOPE
" M
IN
IM
U M
SLOPE
SURFACE
TRENCH
2" MAX
WOOD STAKESTRAW WATTLE OR
ROLLED EXCELSIOR
Smax DITCH CHECK
H v h
WOOD STAKESTAKE WITHIN 2" OF
THE END OF WATTLE
STRAW WATTLE OR
ROLLED EXCELSIOR
IN 3' DEEP TRENCH
" M
IN
IM
U M
DOWNSLOPE
TOP OF EROSION
CONTROL BLANKET
SLOPE
SURFACE
2" MAX
WOOD STAKESTRAW WATTLE OR
ROLLED EXCELSIOR
US Army Corps of Engineers ®
SHEET ID
U S
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M
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2 4 6 8 10 12 14 16 18 20
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LS
C-501
SILT FENCE DITCH CHECK
% SLOPE MAX SPACING, FT
6 30
5 40
4 50
3 65
2 100
1 200
0.5 200
STRAW WATTLE / ROLLED EXCELSIOR
DITCH CHECK ELEVATION VIEW
NOT TO SCALE
STRAW WATTLE / ROLLED EXCELSIOR
ANCHOR DETAIL - BARE SOIL
NOT TO SCALE
STRAW WATTLE / ROLLED EXCELSIOR
ANCHOR DETAIL - W/BLANKET
NOT TO SCALE
DITCH CHECK SPACING DETAIL
NOT TO SCALE
NOTES:
1. OVERLAP MINIMUM IS THE DIAMETER OF
THE ROLL
2. 4' SPACING FOR STRAW WATTLES
3. 2' SPACING FOR ROLLED EXCELSIOR.
4. OR ACCORDING TO MANUFACTURES
SPECIFICATIONS.
NOTES:
1. ENDS OF WATTLES OR ROLLED
EXCELSIOR SHALL BE TURNED AT
LEAST 6" UPSLOPE.
2. RECOMMEND STAKES ARE 1 1/8"
WIDE X 1 1/8" THICK X 30" LONG.
3. STAKED SHALL NOT EXTEND
ABOVE STRAW WATTLE MORE
THAN 2".
4. SPACING: THE TOE OF THE
UPSTREAM DITCH CHECK SHALL
CREATE THE A HORIZONTAL LINE
WITH THE TOP OF THE
DOWNSTREAM DITCH CHECK.
GATE OPENING
12" Ø MIN. (TYP.)
TY
P.
1/
2"
" M
IN
TY
P.
7' 5'
GATE POST
GATE LATCH, PADLOCK IN
ACCORDANCE WITH ASTM F883
GATE FRAME
TRUSS ROD - 38" Ø
GALVANIZED STEEL
ROD (TYP.)
BRACE
CONCRETE, SEE
ASTM C94/C94M
SINGLE GATE
NOT TO SCALE
GATE OPENING ≥ 16'
10" Ø MIN.
(TYP.)
5'
7'
VA
R
. 1 8"
M
IN
4"
1/
2"
GATE POST
CENTER BRACE ON GATES 7' TO 12'
LONG AND 2 - BRACES SPACED ON
GATES OVER 12' LONG
PLUNGER ROD AND LATCH IN
ACCORDANCE WITH ASTM F883
GATE FRAME
GROUND LINE
TRUSS ROD
GATE STOP
DOUBLE GATE
NOT TO SCALE
5'
TY
P.
24" (TYP.)
(T
YP
4' (TYP.)
7'
PULL POST
NOT TO SCALE
" M
IN
7'
5' 2"
(T
YP
LINE POST
WOVEN WIRE FENCE
GROUND LINE
16' MAX. CTS. 16' MAX. CTS.
LINE POST
NOT TO SCALE
CORNER OR END POST
NOT TO SCALE
12" (TYP.)
NOTES:
1. PULL POSTS SHALL BE PLACED AT THE
LOCATIONS DETERMINED BY THE ENGINEER.
THEY SHALL BE PLACED AT 660' INTERVALS
BETWEEN POSTS TO WHICH THE ENDS OF THE
FABRIC ARE FASTENED OR MIDWAY BETWEEN
SUCH POSTS WHEN THE DISTANCE IS LESS
THAN 1320' AND GREATER THEN 660'.
2. BRACING FOR POSTS SHALL BE THE SAME
TYPE USED FOR END POSTS.
3. THE CLEARANCE BETWEEN THE BOTTOM
FENCE WIRE AND THE GROUND MAY BE UP TO
3" FOR A MAX. DISTANCE OF 8' WHEN UNEVEN
GROUND IS ENCOUNTERED.
4. SINGLE GATES ARE ONLY UP TO 16'. OTHERS
ARE DOUBLE GATES
ROLLER WHEEL
16' MAX
US Army Corps of Engineers ®
SHEET ID
U S
AR
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C-502
SECTION LBS/FT SECTION LBS/FT SECTION LBS/FT SECTION LBS/FT
TYPE A: PIPE 1.66" O.D.
TYPE B: PIPE 1.66" O.D.
TYPE C: PIPE 1.66" O.D.
2.27 1.83 1.82
TYPE A: PIPE 2.375" O.D.
TYPE B: PIPE 2.375" O.D.
TYPE C: PIPE 2.375" O.D.
TUBING 2.5" SQ.
ANGLE 21
2 x 21 2 x 14
H, I, U, STRUCTURAL SHAPES
3.65 3.11 3.09 4.32 4.1
4.1 MIN.
TYPE A: PIPE 1.315" O.D.
Type B: Pipe 1.315" O.D.
Type C: Pipe 1.315" O.D.
TUBING 1" SQ.
L, C, T, U, Y
OR OTHER APPROVED
STRUCTURAL SHAPES
1.68 1.34 1.33 1.41
1.33 MIN.
TYPE A: PIPE 1.66" O.D.
TYPE B: PIPE 1.66" O.D.
TYPE C: PIPE 1.66" O.D.
ANGLE 21
2 x 21
2 x 14
OR OTHER APPROVED
STRUCTURAL SHAPES
2.27 1.83 1.82
3.19
3.1
SINGLE GATE UP TO 4'
DOUBLE GATE UP TO 8'
SECTION LBS/FT
OVER 4' TO 8'
OVER 8' TO 16'
SECTION LBS/FT
OVER 8' TO 12'
OVER 16' TO 24'
SECTION LBS/FT
TYPE A: PIPE 2.375" O.D.
TYPE B: PIPE 2.375" O.D.
TYPE C: PIPE 2.375" O.D.
TUBING 2.5" SQ.
ANGLE 21
2 x 21 2 x 14
H, I, U, STRUCTURAL SHAPES
3.65 3.11 3.09 4.32 4.1
4.1
2.875" O.D.
2.875" O.D.
2.875" O.D.
3" SQ.
3" x 3" x 516"
5.79 4.64 3.78 5.78 6.1
6.1
3.500" O.D.
3" SQ.
2" x 31 2" x 3 8"
7.58
8.80 8.5
8.5 MIN.
GATE FRAMES CORNER, END
OR PULL POSTS LINE POSTS BRACES
GATE POSTS
METAL ITEMS
METAL ITEMS
12" Ø
MIN.
X Y
" M
AX
POST DIMENSION
+ 3" MIN.
CONCRETE
LEDGE
GROUT
GROUND LINE
NOTES:
1. X + Y SHALL NOT EXCEED 27", 33", OR 3' - 9" AS
APPLICABLE. WHEN X IS 0" TO 12", 18" OR 30",
Y = 15", AND THE POST SHALL BE SHORTENED
AS REQUIRED. WHEN X EXCEEDS 12", 18", OR
30", Y SHALL BE DECREASED
CORRESPONDINGLY.
FOOTING FOR POSTS WHEN ROCK
LEDGE IS ENCOUNTERED
NOT TO SCALE
CORNER POST
FABRIC
NOTES:
1. WHERE FENCE LINE HAS A CHANGE IN
DIRECTION OF 15° OR MORE, A CORNER POST
WITH BRACING AS REQUIRED SHALL BE
PLACED AS SHOWN ABOVE.
2. WHERE ANGLE IS LESS THAN 15° AND EXISTING
CONDITIONS REQUIRE A CORNER POST, THEY
SHALL BE PLACED AS DIRECTED BY THE
ENGINEER.
INSTALLATION AT CORNERS
NOT TO SCALE
CULVERT
HEADWALL
SEE DETAIL A
THIS SHEET
FENCE
PLAN AT STREAM CROSSING
NOT TO SCALE
TOE OF SLOPE TOE OF SLOPE
CORNER POST
ASSEMBLY
FENCE
CORNER POST
ASSEMBLY
18" CL (TYP.)
CORNER POST
ASSEMBLY
PLAN AT HEADWALL
NOT TO SCALE
END POST ASSEMBLY
EXTRA LENGTH POSTS
WHERE NECESSARY
NOTES:
1. THE WOVEN WIRE FABRIC SHALL BE
REPLACED BY BARBED WIRE STRANDS
AT 12" MAX. CENTERS BETWEEN THE
DOUBLE POSTS SHOWN ON DETAIL A
WHEN SHOWN ON THE PLANS.
ELEVATION ELEVATION
NOTES:
1. WHEN THE WIDTH OF THE CULVERT MAKES
IT NECESSARY TO ANCHOR A POST TO THE
TOP OF THE CULVERT, A CAST IRON SHOE
OR OTHER DEVICE APPROVED BY THE
ENGINEER SHALL BE USED.
INSTALLATION OVER STREAM
NOT TO SCALE
INSTALLATION AROUND HEADWALL
NOT TO SCALE
TOP OF SLOPE
CORNER POST
ASSEMBLY
CORNER OR
LINE POST
GROUND LINE15°
NOTES:
1. WHERE GRADE LINE HAS A CHANGE IN SLOPE OF 15° OR MORE, A
CORNER POST WITH BRACING AS REQUIRED SHALL BE PLACED AS
SHOWN ABOVE. WHERE ANGLE IS LESS THAN 15° LINE POSTS MAY
BE USED.
2. WHEN THE TENSION OF THE FENCE TENDS TO PULL THE POSTS
FROM THE GROUND, THE LINE POSTS SHALL BE ANCHORED WITH
THE APPLICABLE CONCRETE OR WOOD ANCHORAGE SPECIFIED FOR
CORNER POSTS.
INSTALLATION ON SLOPES
NOT TO SCALE
4" MAX.
LINE POST
METAL END POST NOT
CENTERED IN CONCRETE
DETAIL A
NOT TO SCALE
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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O R
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C-503
ADA PARKING SYMBOL
NOT TO SCALE
℄OF PARKING SPACE
REFLECTIVE WHITE
PAVEMENT PAINT
10"
18"
13"
20"
12"
5"
5"
5"
R = 5"
1"
25"
4'
CURB LINE OR END
OF PARKING SPACE
12" GRID
C PARKING STALLL
ADA PARKING DETAIL
NOT TO SCALE
5' - 6" 5'
4" 10"
5" (TYP.)
18"6"6"
R
3"
R = 18"
6"
6"
PAINT WHITE
PAINT BLUE
26"
4" 20"
1"
9°
12"
R = 5"6"
4' T
O E
D G
E O
F
PV
M T
PAINT WHITE
1'
4" WIDE
BLUE
STRIPING
SIGN PANEL ATTACHMENT
NOT TO SCALE
8" Ø PAN HEAD
MACHINE SCREW
W/ HEX NUT &
WASHER
FIBER OR PVC
WASHER
BREAK - AWAY DETAIL
NOT TO SCALE
2 14" 12 GAUGE
1' - 6"
5'
6"
6"
FINISHED
GRADE
2 12 " 12 GAUGE
8" Ø HEX HEAD
BOLT W/ HEX
NUT & WASHERS
PARKING
RESERVED
$150 FINE
1' - 0"
1'
6" 5'
0"
3'
6" M
IN
R7-8 (USDOT STANDARD)
R7-1 101 (USDOT STANDARD)
TYPE A METAL POST
ADA PARKING SIGN DETAIL
NOT TO SCALE
NOTES:
1. WHERE A FINE IN EXCESS OF $150 IS ESTABLISHED
BY COUNTY ORDINANCE, THE ACTUAL AMOUNT
SHOULD BE SHOWN
TYPE A METAL POST
DIAMOND GRADE
SIGN, BLACK
LETTERING WITH
WHITE REFLECTIVE
BACKGROUND
12"
5' 3'
6"
M
IN
DO NOT ENTER SIGN DETAIL
NOT TO SCALE
STOPA
A
C D
C
B
F F
E
A B C D E F 18 0.375 6 6 C 3 7.75 24 0.625 8 8 C 4 10 30 0.75 10 10 C 5 12.5 36 0.875 12 12 C 6 15 48 1.25 16 16 C 8 20
C
R1-1
STOP
*REDUCE SPACING 40%
COLORS: LEGEND - WHITE(RETROREFLECTIVE)
BACKGROUND - RED (RETROREFLECTIVE)
STOP SIGN DETAIL
NOT TO SCALE
NOTE:
1. STOP SIGN SHALL BE IN ACCORDANCE
WITH MUTCD R1-1.
18"
3'
4' 4'
SLAB OR GROUND
LEVEL
6" Ø GALV. STEEL PIPE
BOLLARD PAINTED YELLOW
AND FILLED WITH CONCRETE
OR GROUT
CROWN CAP W/ CONC.
1" ABOVE TOP OF PIPE
SLOPE CONC. 1" ABOVE &
FINISH W/ STEEL TROWEL
PIPE BOLLARD DETAIL
NOT TO SCALE
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
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R
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D R
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Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
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C-504
1.0'1.0'
1' MIN. UNDISTURBED LEDGE
USE SELECT GRANULAR BACKFILL,
COMPACTED IN PLACE
TRENCH WIDTH VARIES
FOR PURPOSE
WIDTH OF PERMANENT PAVEMENT REMOVAL
VARIES FOR PURPOSE
EXISTING HMA OR SEALCOAT
BUILDUP PAVEMENT STRUCTURE
HMA PAVEMENT
SURFACE COURSE, 1" THICKER
THAN EXISTING PAVEMENT
SAWCUT EDGES OF
EXISTING PAVEMENT
HOT-MIX ASPHALT PAVEMENT PATCHING DETAIL
NOT TO SCALE
THRUST BLOCK
PER NFPA 24
AHJ-APPROVED,
LISTED POST
INDICATING VALVE
PER NFPA 24
FINISHED GRADE
BE
LO
W F
R O
ST
D
EP
TH
BU
R Y
D
EP
TH
TAMPER
SWITCH
POST INDICATING VALVE DETAIL
NOT TO SCALE
NOTES:
1. CONCRETE BASE AND BLOCKING MATERIAL SHALL NOT BLOCK OR OBSTRUCT
HYDRANT DRAINAGE.
2. BOTH DRAINAGE STONE AND EARTH FILL ABOVE THE STONE SHALL BE TAMPED.
3. DRAINAGE STONE MUST BE COVERED WITH FILTER FABRIC.
4. A VALVE BOX ADAPTER/ CENTERING DEVICE OF THE APPROPRIATE SIZE AND
TYPE SHALL BE UTILIZED WITH ALL VALVE BOX INSTALLATIONS.
5. REFER TO TYPICAL VALVE DETAIL FOR INSTALLATION OF AUXILIARY VALVE AND
VALVE BOX.
6. TRACER WIRE TO BE INSTALLED IN ALL VALVE BOXES AS ILLUSTRATED.
7. IF MANUFACTURED WEDGES ARE USED TO ASSIST WITH BLOCKING TO CREATE
A TIGHT FIT BETWEEN THE BLOCKING AND THE FITTING, THE MATERIAL SHALL
BE CAST IRON, HARD PLASTIC, OR OTHER MATERIAL APPROVED BY THE
ENGINEER (NO WOOD OR OTHER MATERIAL WHICH COULD DETERIORATE
SHALL BE USED).
FIRE HYDRANT SHALL HAVE 5 14" VALVE
OPENING AND OPERATING NUT SHALL
BE 1 12" SQUARE OPENING "RIGHT"
(CLOCKWISE) WITH 2-WAY (2 HOSE
NOZZLES)
" T
O
4"
3' MIN. CL
EXISTING OR
PROPOSED CURB
BREAK AWAY
COUPLING
BURY LINE SHALL
BE SET TO FINISHED
GRADE LINE
FINISHED GRADE
INSTALL LAYER OF
FILTER FABRIC
OVER DRAIN FIELD
1" SIZE, WASHED RIVER
GRAVEL DRAIN FIELD (NO FINES)
1 CUBIC YARD MIN.
2 HORIZ. 8" x 16" x 4"
PRECAST SOLID CONCRETE
UNITS AND 1 VERT. MIN. BLOCKING
AGAINST UNDISTURBED EARTH
WEDGES AS REQUIRED
SEE NOTE 7
PRECAST CONCRETE
BLOCK BASE2' MIN.
HYDRANT DRAIN
OPENINGS
MECHANICAL JOINT
INLET CONNECTION
6" SDR-21, CLASS 200
HYDRANT LEAD
PRECAST CONC. BLOCK
HYDRANT ANCHOR TEE
(SWIVEL TEE), VALVE TO BE
INSTALLED DIRECTLY ON
ANCHOR TEE
PRECAST CONC.
THRUST BLOCK
M
IN
. D
EP
TH
O
F
BU
R Y
"AUXILIARY VALVE,
REFER TO VALVE
BOX…
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