20260223_Offsite_Sanitary_Sewer_Improvements_Drawings_100%_Submittal.pdf
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- Attached to
- Asset Protection - Landscaping
- Solicitation number
- 911-0213-26
- Issued by
- Trinity County, California
About this file
This document comprises the 100% Submittal construction drawings for Phase 1 of the Fairfield-Suisun Sewer District (FSSD) Offsite Sanitary Sewer Improvements project located in the City of Fairfield, County of Solano, California, prepared as part of the Downtown Fairfield Justice Campus and Fairfield Law and Justice Campus Security Project. The drawings encompass sanitary sewer infrastructure improvements across four primary street segments: Washington Street (STA 19+00 to 25+00), Texas Street (STA 15+50 to 20+50), Clay Street, and Union Avenue/Alley (STA 9+50 to 14+50). The project scope includes installation of approximately 266 linear feet of 15-inch VCP sanitary sewer pipe on Washington Street at 0.15% grade, 318 linear feet of 15-inch VCP on Texas Street at 0.15% grade, and 185-396 linear feet of 10-inch sanitary sewer pipe on Union Avenue and the alley at varying grades. The work involves construction of nine new sanitary sewer manholes (48-60 inches in diameter), abandonment of existing 6-18 inch diameter sanitary sewer lines, installation of sewer bypass and dewatering systems, and comprehensive erosion and sediment control measures including temporary storm drain inlet filters, fiber rolls, and concrete washout areas. The drawing set includes general notes and sheet index (G-002, G-003, G-004), civil plans and profiles for each street segment (C-101 through C-104), typical construction details for pipes 12 inches and larger (C-501) and smaller pipes (C-502), and erosion/sediment control plans and details (CE-101, CE-501). Site access and staging areas are designated with contractor coordination required with concurrent Justice Campus Asset Protection Project operations. The document is marked as preliminary and not for construction as of February 23, 2026.
The drawings specify standard FSSD and City of Fairfield construction details and requirements, including utility trench excavation and backfill specifications, sewer abandonment procedures, and dewatering protocols. Traffic control plans are referenced separately by architectural work package (AWP). All work relates to Phase 1 of the FSSD sanitary sewer improvements and must comply with applicable utility crossing protocols for existing 8-inch water lines, 12-inch hydrants, 36-inch storm drains, and other underground utilities identified on the plan and profile sheets. The project involves multiple tie-in points to existing sanitary sewer infrastructure, including connections to existing storm drain systems and sanitary sewer systems operated by FSSD. No contract pricing, timeline, or award information is contained within these technical drawings; they serve exclusively as the design basis for construction bidding and execution.
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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
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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
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: 5 .8
4'
6" (S
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.8 4'
6"
(E
(N
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; S
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.0
R
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: 1
3.
IN
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: 3 .2
4'
8" (N
IN
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.1 9'
W
IN
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: 3 .2
2'
8" (S
(E X
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8-
2;
S
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: 2
1+
.3
R
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: 1 3.
IN
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: 3 .7
7'
8" (N
IN
V : 1
.3 7'
2"
(W
(E X
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8-
1;
S
TA
: 2
3+
.4
R
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: 1 5.
(EX)16' of 18" SS @ 1.65%
IN
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: 7 .3
1'
2" (W
IN
V : 4
.2 4'
8"
(N
IN
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: 4 .0
3'
8" (S
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8-
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: 2
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.2
R
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: 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
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+0
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+1
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INV:3.24(N)
INV:3.77(S)(PLUGGED)
INV: 1.37 EX.42" SS (W)
IN
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: 7 .8
5'
E)
IN
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: 7 .7
3'
N
IN
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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
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.3 7'
2"
(E &W
(N E
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S M
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: 2 3+
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: 1
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IN
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: 3 .6
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IN
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.1 9'
W
IN
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(N E
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8' ' S
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: 2 1+
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IN
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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%
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1'
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(ABANDON EX)
116 LF of 6" SS
INV: 9.0±-EX 6" SS
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EX
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20+00 21+00 22+00 23+00 24+00
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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
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: 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
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ST
A:
+1
6.
E X
W
TR
T
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ST
A:
+1
4.
E X
W
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ST
A:
+6
1.
E X
W
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+4
7.
E X
W
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+9
7.
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ST
A:
+9
6.
E X
W
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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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CL
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PL
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P
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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
R
' I D
M H
UNDISTURBED EARTH
(M
IN
6"
(T
YP
(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
EN
TR
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C
O N
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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6 LEVEE MANHOLE DETAIL
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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IN
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MI
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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- 1 :55 pm
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PR
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