20260223_Offsite_Sanitary_Sewer_Improvements_Drawings_100%_Submittal.pdf
PDF 16 MB Posted
- Attached to
- Asset Protection - Concrete
- Solicitation number
- 913-0213-26
- Issued by
- Tehama County, California
About this file
This is a 100% construction drawings submittal for Phase 1 of Fairfield-Suisun Sewer District (FSSD) Sanitary Sewer Improvements as part of the Solano County Downtown Fairfield Justice Campus and Law and Justice Campus Security Project, involving the City of Fairfield and County of Solano. The project encompasses offsite sanitary sewer 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 with Alley sections (STA 9+50 to 14+50). The scope includes installation of approximately 1,265 linear feet of new 15-inch vitrified clay pipe (VCP) sanitary sewer at various grades ranging from 0.15% to 7.4%, installation of 10-inch and 8-inch sewer pipe in select locations, abandonment of existing sewer infrastructure including 395 to 413 linear feet of legacy pipe, construction of nine new sanitary sewer manhole structures (48-inch to 60-inch diameter), tie-ins to existing infrastructure, sewer bypass operations, utility trench excavation and backfill, erosion and sediment control measures, and dewatering operations. The construction drawings are marked preliminary and not for construction, with last revisions dated February 23, 2026, and organized into sheets covering general notes, alignments, access and staging, plan and profile views for each street section, typical details for pipes 12 inches and larger, typical Fairfield details for pipes less than 12 inches, and erosion and sediment control plans and details.
The project documentation identifies critical utility coordination requirements including existing water transmission lines, hydraulic infrastructure, storm drain crossings, gas and electrical crossings, and interactions with parallel ongoing Justice Campus Asset Protection work requiring contractor coordination and field verification. Staging and laydown areas are designated with contractor responsibility for coordination and removal post-construction. Traffic control plans are referenced separately by area work package. The drawings specify trench details with pipe zone bedding of coarse crushed rock wrapped in geotextile fabric per geotechnical engineer recommendations, with over-excavation requirements, and manhole construction standards for both FSSD structures (for pipes 12 inches or larger) and Fairfield standard details (for smaller diameter pipes). Invert elevations, rim elevations, and directional flow information are provided for all existing and new manhole structures. The project incorporates findings and design recommendations from a geotechnical investigation and requires compliance with erosion and sediment control standards through temporary fiber rolls, storm drain inlet filters, and concrete washout facilities positioned minimum 50 feet from drainage inlets.
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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
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; S
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.0
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: 1
3.
IN
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: 3 .2
4'
8" (N
IN
V : 5
.1 9'
W
IN
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: 3 .2
2'
8" (S
(E X
)S S
M H
8-
2;
S
TA
: 2
1+
.3
R
IM
: 1 3.
IN
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: 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
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: 1 5.
(EX)16' of 18" SS @ 1.65%
IN
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: 7 .3
1'
2" (W
IN
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.2 4'
8"
(N
IN
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: 4 .0
3'
8" (S
(E X
)S S
M H
8-
0;
S
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: 2
4+
.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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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
V : 7
.7 4'
S)
(E X
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; S
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: 2 0+
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: 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
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.3 7'
2"
(E &W
(N E
W )6
0' ' S
S M
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; S
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: 2 3+
.4
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: 1
5.
IN
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: 3 .6
0'
5" (S
IN
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.1 9'
W
IN
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: 3 .6
0'
5" (N
(N E
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8' ' S
S M
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; S
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: 2 1+
.1
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IN
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9'
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.7 9'
5"
(N
(N E
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8' ' S
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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%
IN
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1'
5" (S
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.9 6'
E)
IN
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.7 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
C -5
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C -1
C -5
01 2 C -5
ST
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8"
S
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WASHINGTON STREET
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ST
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S
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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
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.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
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+1
4.
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W
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+6
1.
E X
W
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+4
7.
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W
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+9
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+9
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E X
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APPROXIMATE DEPTH OF 8" WTR
INSTALL 318 LF of 15" SS VCP @ 0.15%
IN
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: 4 .2
6'
5" (S
E)
IN
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.2 6'
5"
(W
(N E
W )4
8' ' S
S M
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; 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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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
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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
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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
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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
EN
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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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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PR
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