20260223_Offsite_Sanitary_Sewer_Improvements_Drawings_100%_Submittal.pdf
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- Attached to
- Asset Protection - Electrical
- Solicitation number
- 914-0213-26
- Issued by
- Tehama County, California
About this file
Summary
This document is a 100% construction submittal drawing set for sanitary sewer improvements prepared for the City of Fairfield and County of Solano in support of Phase 1 of the Fairfield Site Sanitary Sewer Improvements project, specifically the offsite sanitary sewer improvements component of the Downtown Fairfield Justice Campus Asset Protection Project. The drawings include comprehensive plans and profiles for improvements across four primary corridors: Washington Street (STA 19+00 to 25+00), Texas Street (STA 15+50 to 20+50), Clay Street, and Union Avenue with an adjacent alley (STA 9+50 to 14+50). The scope encompasses installation of approximately 266 linear feet of 15-inch sanitary sewer on Washington Street, 318 linear feet on Texas Street, and 185-396 linear feet on Union Avenue and alley sections, along with abandonment of existing 6-inch to 42-inch sanitary sewers totaling approximately 1,287 linear feet. The work includes construction of new 48-inch to 60-inch sanitary sewer manholes (SSMH 3 through SSMH 13), tie-in details to existing infrastructure, utility coordination with 8-inch and 12-inch water lines and existing storm drain crossings, erosion and sediment control measures, and dewatering provisions. The drawings are marked preliminary and not for construction, indicating this is the design development phase prior to final bid documentation.
The drawing set includes detailed trench details, manhole specifications compliant with Fairfield-Suisiun Sewer District (FSSD) and City of Fairfield standards for pipes 12 inches and larger and smaller than 12 inches respectively, erosion and sediment control notes with fiber roll installations, temporary storm drain inlet filters, and concrete washout specifications. Site staging and access plans indicate potential contractor laydown areas requiring coordination with the concurrent Solano County Downtown Fairfield Justice Campus Asset Protection Project. Utility coordination is critical, with existing water, storm drain, gas, and electrical crossings documented throughout all four corridors. The drawings were prepared with a November 2025 revision date and last revision on February 23, 2026, at 1:55 p.m., indicating recent updates to the design. No specific bid due dates, award information, or contract pricing is included in these technical drawings; this submission represents the design phase for a federally-funded project component supporting the larger Justice Campus security and asset protection initiative.
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UTILITY TRENCH EXCAVATION AND BACKFILL
EROSION AND SEDIMENT CONTROL NOTES
SEWER ABANDONMENT NOTES
SURVEY NOTES
DEWATERING NOTES
SEWER BYPASS NOTES
FAIRFIELD-SUISIUN SEWER DISTRICT NOTES
SHEET INDEX
SHEET NUMBER SHEET TITLE
SHEET FILES:GENERAL
G-001 COVER SHEET
G-002 GENERAL NOTES AND SHEET INDEX
G-003 SHEET INDEX KEY MAP, LEGENDS, SYMBOLS, AND
ABBREVIATIONS
G-004 ALIGNMENTS AND CONTROL
G-101 ACCESS AND STAGING PLAN
SHEET FILES: CIVIL
C-101 WASHINGTON STREET PLAN AND PROFILE
C-102 TEXAS STREET PLAN AND PROFILE
C-103 CLAY STREET PLAN AND PROFILE
C-104 UNION AVENUE AND ALLEY PLAN AND PROFILE
C-501 TYPICAL FSSD DETAILS
(FOR PIPES 12" DIAMETER OR LARGER)
C-502 TYPICAL FAIRFIELD DETAILS
(FOR PIPES LESS THAN 12" DIAMETER)
SHEET FILES: CIVIL EROSION
CE101 EROSION AND SEDIMENT CONTROL PLANS
CE501 EROSION AND SEDIMENT CONTROL DETAILS
SHEET FILES: TRAFFIC CONTROL SEE SEPARATE TRAFFIC CONTROL PLANS BY AWP SAFETY
RE
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GENERAL NOTES
1.
1.
TRAFFIC CONTROL
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CALLOUT NOTES
POTENTIAL STAGING AREA. CONTRACTOR TO
COORDINATE WITH CONTRACTOR FOR THE SOLANO
COUNTY DOWNTOWN FAIRFIELD JUSTICE CAMPUS ASSET
PROTECTION PROJECT, AND VERIFY LOCATION IN FIELD.
STAGING/LAYDOWN AREA TO BE REMOVED AFTER
CONSTRUCTON.
A
WASHINGTON STREET PLAN STA. 19+00 TO 25+00
HORIZONTAL:1"=30'
WASHINGTON STREET SANITARY SEWER PROFILE
HORIZONTAL:1"=30'; VERTICAL:1"=3'
20+00 21+00 22+00 23+00 24+00 25+00
(NIC)
BY OTHERS
36" SD
@ 0.50%
IN
V
: 5 .8
4'
6" (S
IN
V : 5
.8 4'
6"
(E
(N
IC
)S D
M H
; S
TA
: 1 9+
.0
R
IM
: 1
3.
IN
V
: 3 .2
4'
8" (N
IN
V : 5
.1 9'
W
IN
V
: 3 .2
2'
8" (S
(E X
)S S
M H
8-
2;
S
TA
: 2
1+
.3
R
IM
: 1 3.
IN
V
: 3 .7
7'
8" (N
IN
V : 1
.3 7'
2"
(W
(E X
)S S
M H
8-
1;
S
TA
: 2
3+
.4
R
IM
: 1 5.
(EX)16' of 18" SS @ 1.65%
IN
V
: 7 .3
1'
2" (W
IN
V : 4
.2 4'
8"
(N
IN
V
: 4 .0
3'
8" (S
(E X
)S S
M H
8-
0;
S
TA
: 2
4+
.2
R
IM
: 1 5.
(ABANDON EX)398' of
18" SS @ 0.25%
INV:5.84(S)
INV:3.77(N)
INV:4.03(S)
INV:3.22(S)
EX. GROUND @ ALIGNMENT CENTERLINE
APPROXIMATE DEPTH OF EX 8" WTR
ST
A:
+9
7.
E X
W
TR
T
EE
ST
A:
+0
5.
E X
W
TR
T
EE
ST
A:
+1
9.
E X
W
TR
T
EE
INV:3.24(N)
INV:3.77(S)(PLUGGED)
INV: 1.37 EX.42" SS (W)
IN
V
: 7 .8
5'
E)
IN
V
: 7 .7
3'
N
IN
V : 7
.7 4'
S)
(E X
)S S
M H
; S
TA
: 2 0+
.6
R
IM
: 1
3.
INV:7.73(N)INV:7.74(S)
INV:3.71-NEW 15" SS(N)
INV:3.60-NEW 15" SS(S)
INV:3.60-NEW 15" SS(N)
INV:3.20-NEW 15" SS(S)
IN
V
: 3 .3
7'
8" (S
IN
V : 4
.2 0'
N W
IN
V : 1
.3 7'
2"
(E &W
(N E
W )6
0' ' S
S M
H
; S
TA
: 2 3+
.4
R
IM
: 1
5.
IN
V
: 3 .6
0'
5" (S
IN
V : 5
.1 9'
W
IN
V
: 3 .6
0'
5" (N
(N E
W )4
8' ' S
S M
H
; S
TA
: 2 1+
.1
R
IM
: 1
3.
IN
V
: 3 .7
9'
5" (E
IN
V : 3
.7 9'
5"
(N
(N E
W )4
8' ' S
S M
H
; S
TA
: 2 0+
.2
R
IM
: 1
3.
(ABANDON EX) 395' of 6" SS(APPROXIMATE DEPTH)
INSTALL 266 LF of 15" SS VCP @ 0.15%
(ABANDON EX)263' of 18" SS @ 0.20%
INSTALL 70 LF of
15" SS VCP @ 0.15%
(EX)18" SS
INV: 5.19' - EX 4" SS(W)
INV: 3.79-NEW 15" SS(E)
INV:3.71-NEW 15" SS(S)
INV:3.79-NEW 15" SS(N)
INSTALL 55 LF of
15" SS VCP @ 0.15%
IN
V
: 3 .7
1'
5" (S
IN
V : 4
.9 6'
E)
IN
V : 3
.7 1'
5"
(N
(N E
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8' ' S
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H
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: 2 0+
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R
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: 1
3.
IN
V
: 8 .9
N
IN
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.4 5'
2"
(E E)
(N E
W )4
8' ' S
S M
H
; S
TA
: 2 4+
.1
R
IM
: 1
5.
(ABANDON EX)
116 LF of 6" SS
INV: 9.0±-EX 6" SS
IN
V
: 6 .0
0'
0" (W
IN
V : 6
.0 0'
6"
(N
(N
IC
)C B
- 9 2;
S
TA
: 1 9+
.3
R
IM
: 1
3.
IN
V
: 7 .2
0'
S)
(N E
W )S
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R
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: 1 3.
S
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S S
S
S
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ST
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EX
. S
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H
ST
A:
+3
2.
EX
S
SM
H
ST
A:
+6
1.
EX
S
SM
H
ST
A:
+8
0.
N
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ST
A:
+3
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N
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S
SM
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ST
A:
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N
EW
0"
S
SM
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ST
A:
+1
1.
N
EW
8"
S
SM
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ST
A:
+1
4.
EX
. S
SM
H
ST
A:
+3
1.
EX
S
SC
O
EM
PI
R E
AV
E.
TE
X A S S
TR
EE
T
20+00 21+00 22+00 23+00 24+00
C -5
16'
C -1
C -5
01 2 C -5
ST
A:
+6
1.
N
EW
8"
S
SM
H
C -5
C -5
WASHINGTON STREET
WASHINGTON STREET
ST
A:
+1
4.
N
EW
8"
S
SM
H
CALLOUT NOTES
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C-101
W
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P
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TEXAS STREET PLAN STA. 15+50 TO 20+50
HORIZONTAL:1"=30'
TEXAS STREET SANITARY SEWER PROFILE
HORIZONTAL:1"=30'; VERTICAL:1"=3'
16+00 17+00 18+00 19+00 20+00 20+50
EX. GROUND @ ALIGNMENT CENTERLINE
(NIC)-BY OTHERS
36" SD @ 0.50%
IN
V
: 5 .8
4'
6" (S
IN
V : 5
.8 4'
6"
(E
(N
IC
)S D
M H
; S
TA
: 1 6+
.7
R
IM
: 1
3.
IN
V
: 4 .0
8'
6" (W
IN
V : 4
.0 8'
2"
(S
(N
IC
)S D
M H
; S
TA
: 1 9+
.3
R
IM
: 1
2.
INV:5.84(E)
INV:4.08(W)
ST
A:
+5
8.
E X
W
TR
T
EE
ST
A:
+1
6.
E X
W
TR
T
EE
ST
A:
+1
4.
E X
W
TR
T
EE
ST
A:
+6
1.
E X
W
TR
T
EE
ST
A:
+4
7.
E X
W
TR
T
EE
ST
A:
+9
7.
E X
W
TR
T
EE
ST
A:
+9
6.
E X
W
TR
T
EE
APPROXIMATE DEPTH OF 8" WTR
INSTALL 318 LF of 15" SS VCP @ 0.15%
IN
V
: 4 .2
6'
5" (S
E)
IN
V : 4
.2 6'
5"
(W
(N E
W )4
8' ' S
S M
H
; S
TA
: 1 9+
.7
R
IM
: 1
2.
INV:3.79-NEW 15" SS(E)
IN
V
: 3 .7
9'
5" (E
IN
V : 3
.7 9'
5"
(N
(N E
W )4
8' ' S
S M
H
; S
TA
: 1 6+
.0
R
IM
: 1
3.
INV:2.93±- EX 18" SS
IN
V
: 7 .8
6'
0" (E
IN
V : 7
.9 0'
0"
(S
(E X
) S S
M H
; S
TA
: 1 9+
.4
R
IM
: 1
3.
INV:7.86(E)
INV:4.26-NEW 15" SS(W)
EX SSMH - SEE NOTE
IN
V
: 3 .7
1'
5" (S
IN
V : 4
.9 6'
E)
IN
V : 3
.7 1'
5"
(N
(N E
W )4
8' ' S
S M
H
; S
TA
: 1 6+
.9
R
IM
: 1
3.
INSTALL 55 LF of
15" SS VCP @ 0.15%
INV:3.71-NEW 15" SS(S) INV:3.79-NEW 15" SS(N)
INSTALL 38 LF of
15" SS VCP @ 0.15%
INV:4.26-NEW 15" SS(SE) INV:4.32-NEW 15" SS(NW)
IN
V
: 4 .9
0'
S)
IN
V
: 7 .8
0'
0" (E
IN
V : 4
.3 2'
5"
(N W
(N E
W )4
8' ' S
S M
H
; S
TA
: 1 9+
.2
R
IM
: 1
3.
INV: 4.90-NEW 8" SS(S)
CALLOUT NOTES
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C-103
CL
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S
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PL
AN
A
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P
RO
10+00 11+00 12+00
EX. VAULT
SS
S
EX
S
S S
ST
A:
9+
.2
EX
S
SM
H
ST
A:
+7
5.
EX
S
SM
H
ST
A:
+8
5.
EX
S
SM
H
ST
A:
+7
5.
N
EW
4"
S
SM
H
ST
A:
9+
.0
N
EW
4"
S
SM
H
NO
PA
RK
ING
C -5
S S
C -5
11LF OF NEW 10"SS @7.4%
22'
18'
PLUG
IN MH
x x x x x x x x x x x x x x x x
10+00 11+00 12+00 13+00 14+00
EX
V A U
LT
S
S
S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
EX CURBEX CURB EX CURB
S S
ST
A:
9+
.3
EX
S
SM
H
ST
A:
+8
1.
EX
S
SM
H
ST
A:
+9
8.
EX
S
SM
H
ST
A:
+2
0.
EX
S
SC
O
ST
A:
+0
1.
EX
S
SC
O
ST
A:
+7
9.
EX
S
SC
O
ST
A:
+2
8.
EX
S
SC
O
ST
A:
+4
3.
EX
S
SC
O
ST
A:
9+
.6
N
EW
4"
S
SM
H
ST
A:
+9
2.
EX
S
SM
H
2.
4'
C C
ST
A:
9+
.0
IN
ST
AL
L
SS
M
H
NO
PARKING
NO
PARKING
C -5
C -5
21 214.
0' C
C
RADIUS=4500'
UNION AVENUE PLAN STA. 9+50 TO 12+50
HORIZONTAL:1"=30'
UNION AVENUE SANITARY SEWER PROFILE
HORIZONTAL:1"=30'; VERTICAL:1"=3'
10+00 11+00 12+00 12+50
IN
V
: 4 .8
3'
0" (W
IN
V : 4
.5 4'
0"
(N
IN
V
: 4 .8
4'
0" (S
(E X
)S S
M H
; S
TA
: 1 1+
.1
R
IM
: 1
1.
SU
M P:
4.
N
EW
IN
V:
.4
' 1 0"
(S W
SE
E N
O
TE
EX. GROUND @ ALIGNMENT CENTERLINE
IN
V
: 4 .5
5'
W
IN
V : 4
.7 4'
E)
(E X
)S S
M H
; S
TA
: 9 +9
4.
-3 0±
W
ES
T R
IM
: 9
.5 3'
IN
V
: 4 .7
7'
0" (N
IN
V : 4
.8 1'
0"
(E
(E X
)S S
M H
; S
TA
: 1 1+
.3
R
IM
: 1
1.
IN
V
: 4 .8
3'
0" (W
IN
V : 4
.5 4'
0"
(N
IN
V
: 4 .8
4'
0" (S
(E X
)S S
M H
; S
TA
: 1 1+
.1
R
IM
: 1
1.
(EX)10LF of 10" SS @ 0.71%, APPROXIMATE DEPTH OF EX 8" WTR
ST
A:
+1
1.
E X
W
TR
T
EE
APPROXIMATE DEPTH OF EX 12" HYDR
IN
V
: 2 .1
9'
0" (N
IN
V : 3
.5 0'
N W
IN
V : 2
.0 9'
0"
(E
(N E
W )5
4' ' S
S M
H
3;
S
TA
: 9
+9 0.
R
IM
: 1
0.
INV:2.70(S)-NEW 10"SS
INV:2.19(N)-NEW 10"SS
INV: 2.09
NEW 10" SS(E)
INSTALL 185LF of 10" SS @ 0.28% INSTALL 11LF of 10" SS @ 6.42%, SEE NOTE 10
IN
V
: 3 .7
0'
0" (N
E)
IN
V : 2
.7 0'
0"
(S
(N E
W )5
4' ' S
S M
H
1;
S
TA
: 1
1+
.2
R
IM
: 1 1.
INV:3.70- NEW 10"SS(NE)
INV:4.4±-NEW 10" SS(SW)
ST
A:
+5
3.
E X
S D
C R
O
SS
IN
G
ST
A:
+3
0.
E X
2"
H Y
D R
(E &W
IN
V
: 3 .7
0'
SE
IN
V : 4
.6 9'
"(W
(N E
W )5
4' ' S
S M
H
2;
S
TA
: 9
+9 4.
R
IM
: 1
0.
PLUG AND ABANDON, SEE 16
ALLEY PLAN STA. 9+50 TO 14+50
HORIZONTAL:1"=30'
ALLEY SANITARY SEWER PROFILE
HORIZONTAL:1"=30'; VERTICAL:1"=3'
10+00 11+00 12+00 13+00 14+00 14+50
IN
V
0.
' 2
4" (N
E)
IN
V
0.
' 1 8"
(N
IN
V
0.
' 2
4" (S
(E X
)S S
M H
8-
5;
S
TA
: 1
3+
.5
R
IM
: 1 1.
SU
M
P:
-0
.2 8'
N
EW
IN
V:
.8
9'
0" (W
EX. GROUND @ ALIGNMENT CENTERLINE
(EX)413LF of 8" SS @ 0.26%
IN
V
: 4 .5
5'
W
IN
V : 4
.7 4'
E)
(E X
)S S
M H
; S
TA
: 9 +6
8.
R
IM
: 9 .5
3' IN
V
: 3 .0
7'
W
IN
V : 4
.4 0'
N W
IN
V : 0
.9 0'
8"
(S
(E X
)S S
M H
8-
1;
S
TA
: 1
3+
.0
R
IM
: 1 1.
(EX)10LF of 8" @ 5.47%
INV:3.65(W)INV:4.74(E)
IN
V : 2
.1 9'
0"
(N
IN
V
: 3 .5
0'
N
W
IN
V
: 2 .0
9'
0" (E
(N E
W )5
4' ' S
S M
H
3;
S
TA
: 9
+9 6.
R
IM
: 1
0.
IN
V
0.
' 2
4" (N
E)
IN
V
0.
' 1 8"
(N
IN
V
0.
' 2
4" (S
(E X
)S S
M H
8-
5;
S
TA
: 1
3+
.5
R
IM
: 1 1.
INV: -0.28
EX 24" (S)
INV:-0.13-24"(NE)
INV: 2.19
NEW 10" SS(N)
IN
V
: 3 .6
5'
W
IN
V : 3
.6 4'
E)
(E X
)S S
M H
8-
2;
S
TA
: 1
3+
.6
R
IM
: 1 1.
ST
A:
+4
3.
E X
S S
L A
TE
R
AL
ST
A:
+0
1.
E X
S S
L A
TE
R
AL
ST
A:
+2
8.
E X
S S
L A
TE
R
AL
ST
A:
+7
9.
E X
S S
L A
TE
R
AL
ST
A:
+2
0.
E X
S S
L A
TE
R
AL
IN
V
: 3 .7
0'
SE
IN
V : 4
.6 9'
"(W
(N E
W )5
4' ' S
S M
H
2;
S
TA
: 9
+8 9.
R
IM
: 1
0.
INSTALL 9LF of
8" SS @ 2.29%
E X
" S
S C
R O
SS
IN
G A
P P
R O
X . D
EP
TH
E X
" S
ID
W
C R
O
SS
IN
G
A P
P R
O X
. D
EP
TH
E
X S
D C
R O
SS
IN
G A
P P
R O
X . D
EP
TH
E X
" W
C R
O
SS
IN
G
A P
P R
O X
. D
EP
TH
E
X.
G
A S
C R
O
SS
IN
G
A P
P R
O X
. D
EP
TH
E X
E
LE
C C
R O
SS
IN
G A
P P
R O
X . D
EP
TH
E X
" W
C R
O
SS
IN
G
A P
P R
O X
. D
EP
TH
INV:3.50 NEW 8"SS(NW)
INV:3.70 NEW 8"SS(SE) INV:2.09(E)-NEW 10"SS
INV:0.89(W)-NEW 10"SS
INSTALL 396 LF of 10" SS @ R=4500' @ 0.30%
20 20 20 20 20
CALLOUT NOTES
CALLOUT NOTES
CALLOUT NOTES
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C -1
(ID/12)SEE NOTE 7
3"
3' -0
" F O
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' I D
M H
UNDISTURBED EARTH
(M
IN
6"
(T
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(M
AX
FL
O
W
M
AX
PIPE ID
5'-8" (MIN) FOR 4'-0"Ø MH
6'-10" (MIN) FOR 5'-0"Ø MH
4"
3" (M
IN
(T
YP
6"
(TYP)
(MIN)
PR
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AS
T
EC
C
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TR
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C
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E
3' -0
" M
IN
F O
R
' I D
M H
4' -0
" M
IN
F O
R
' I D
M H
6" 9"
" M
IN
" M
AX
24"
D
IR
EC
TI
O N
FL
O
W D
IR
EC
TI
O
N
PRECAST FLOW
CHANNEL
PRECAST MANHOLE
BASE
SPIGOT X SPIGOT STICK
CAST IN BELLS
(TYP EACH PIPE)
PRECAST BASE RING
ALL SHELF AREAS
SHALL BE SLOPED
TOWARDS THE
FLOW CHANNEL
CAST IN BELL FOR
INCOMING PIPE
BELL X SPIGOT STICK
SLOPE
(ID/12)
(MIN)
GROUT AROUND
BELLS (TYP)
MANHOLE THROAT
LOCATION OR AS
DIRECTED BY DISTRICT
2 TYPICAL MANHOLE DETAILS
N.T.S.
TEXAS STREET
C
LA
Y
ST
R
EE
T TE
MP.
B
YP
AS
S
NIC 36"SD
N
IC
2"
S D
PR
"S S
EX
0" S S
EX 10"SS
REMOVE EX SSMH
PR 15"SS
NEW 48" SSMH 3
NEW SDMH(NIC)
EX
PL
U
G G
ED
S
S
4 MANHOLE 3 LAYOUT
N.T.S.
PLAN VIEW
PROFILE VIEW
5 MANHOLE 6 DETAIL
N.T.S.
(NEW) 60" SSMH
(EX) SSMH U18-403
TO BE ABANDONED
3 MANHOLE 7 DETAIL
N.T.S.
(NEW) 60" SSMH TO BE ABANDONED
PI
PE
Z O
N E
3 4" C
LE
AN
C R
U
SH
ED
R
O C
K
PI
PE
O D
6"
PIPE OD+24" (MAX)
12" (MIN)
TR
EN
C H
Z O
N E
COARSE BEDDING MATERIAL
WRAPPED IN GEOTEXTILE
FABRIC, PER GEOTECHNICAL
ENGINEER'S RECOMMENDATION
OVER-EXCAVATION,
SEE NOTE 8
1 SEWER DISTRICT TRENCH DETAIL
N.T.S.
RE
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N.T.S.
9 SSMH 12 &13 TIE-IN DETAIL
N.T.S.8 SSMH 11 TIE-IN DETAIL
N.T.S.7 SSMH 4848-155 TIE-IN DETAIL
N.T.S.
RE
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EROSION & SEDIMENT CONTROL NOTES
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4 F
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N.
SECTION A-A
TYPICAL FIBER ROLL INSTALLATION
CONSTRUCTION
SITE
OFF-SITE
NOTES:
1. INSTALL FIBER ROLLS IN A ROW ALONG A LEVEL
CONTOUR.
2. AT ENDS OF A ROW TURN THE LAST TWO FEET UP
SLOPE SLIGHTLY.
3. FIBER ROLLS SHALL BE BUTTED TIGHTLY AT THE
JOINTS.
4. DO NOT OVERLAP JOINTS.
FLOW
FIBER ROLL
8 INCH MIN.
SLOPEVARIES
INSTALL A FIBER ROLL
NEAR SLOPE WHERE
IT TRANSITIONS INTO A
STEEPER SLOPE
3/4 IN. X 3/4 IN.
WOOD STAKES MAX.
4 FT. SPACING
1 TEMPORARY STORM DRAIN INLET FILTERS
N.T.S.
2 TEMPORARY FIBER ROLLS
N.T.S.
THIS SECTION REMOVED FOR
GRAPHICAL REPRESENTATION
ONLY. STRAW BALE PERIMETER
SHALL BE CONTINUOUS.
BALE CONFIGURATION
SECTION A - A
NOTES:
1. FACE SIGN TOWARD NEAREST
STREET OR ACCESS POINT.
2. CONCRETE WASHOUT SHALL BE
LOCATED BEHIND THE CURB
AND 50 FT. MINIMUM FROM
DRAINAGE INLETS OR
WATERCOURSES.
14" MIN
' M
IN
TY
P
OF
S
ID
ES
1" M
IN
A
" M
IN
A
" M
IN
STRAW BALES
60 MIL
POLYETHYLENE
2" X 2"
STAKES OF #4 J-BARS
2 PER BALE TYPE
STRAW BALES
3 CONCRETE WASHOUT
N.T.S.
RE
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