HomeMy WebLinkAboutMill Sewer Replacement - 100index to plans
sheet no. description
san luis obispo county, california
SPECIFICATION NO.DATE SHEET
2000561 FILE NO./LOCATION 9of1
MILL STREET
SEWER REPLACEMENT
OCTOBER 2024
DEAD OR UNUSED SEWER LATERAL, VERIFY
CONDITION. ABANDON IN PLACE IF DEAD,
UNUSED, OR CAPPED.
CONNECT SEWER LATERALS AND MARK TOP OF
CURB WITH THE LETTER "S" PER ENG. STD. 6810.
DSDS
SS SS
N
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT
"UNDERGROUND SERVICE ALERT U.S.A." TOLL FREE AT 1-800-227-2600 FORTY-EIGHT (48)
HOURS PRIOR TO START OF CONSTRUCTION, FOR LOCATION OF POWER, TELEPHONE, OIL
AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITEE SHALL ALSO
CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER,
DRAINAGE OR UNDERGROUND FACILITIES.
2. THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C-34" LICENSE AT THE TIME OF BID
OPENING.
3. TIE OUT CENTERLINE MONUMENTS BEFORE WORK AND REPLACE IF DISTURBED IN
ACCORDANCE WITH THE LAND SURVEYORS ACT, AND SECTION 5-1.36E, REPLACE
MONUMENT AND WELL PER ENG. STD. 9020.
4. THE CONTRACTOR MUST REPLACE ALL PAVEMENT STRIPES, MARKINGS, AND MARKERS
DISTURBED DURING CONSTRUCTION. ALL PAVEMENT STRIPES AND MARKINGS WITHIN 5
FEET OF THE DISTURBED AREA MUST BE REPLACED. ALL STRIPING IS PER STATE
STANDARD PLANS AND PER PER ENGINEERING STANDARD SPECIFICATION 84-1.01A.
5. SEWER MAIN WITH LESS THAN 1% SLOPE MUST BE INSTALLED WITH FLOAT ROCK AS
BEDDING AND INITIAL BACKFILL. SEE ENG. STD. 6020, NOTE 10 FOR ADDITIONAL
REQUIREMENTS.
6. CONNECT EXISTING VCP SEWER MAIN TO NEW MANHOLE WITH 3 FOOT PVC STUB AND
STRONG BACK RC COUPLINGS.
7. CONNECT EXISTING HDPE SEWER MAIN TO NEW MANHOLE WITH 3 FOOT HDPE STUB AND
FUSED COUPLINGS OR BUTT FUSION.
8. CONNECT EXISTING PVC SEWER MAIN TO NEW MANHOLE WITH 3 FOOT PVC STUB AND PVC
COUPLINGS.
9. ALL PVC AND HDPE PIPE CONNECTIONS MUST BE MADE WITH POLY-CAM SERIES 731
COUPLINGS OR APPROVED EQUAL.
10. ALL PIPE LENGTHS ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
ALL PIPE LENGTHS.
11. APPROXIMATE LOCATION OF LATERALS ARE SHOWN ON PLANS. LOCATING LATERALS IS
THE RESPONSIBILITY OF THE CONTRACTOR AND ANY DAMAGE TO A LATERAL MUST BE
REPAIRED IMMEDIATELY AND AT NO COST TO THE CITY.
12. ALL NEW MANHOLE AND EXISTING MANHOLE TO REMAIN MUST BE COATED PER SECTION
77-3.03D OF THE PROJECT SPECIAL PROVISIONS.
13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE EXCAVATION WITH SOCALGAS
WHEN WORKING WITHIN PROXIMITY OF HIGH PRESSURE GAS LINES.
14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE EXCAVATION WITH AT&T WHEN
WORKING WITHIN PROXIMITY OF COMMUNICATION LINES.
Reference Documents:
City Standard Specifications - 2020 Edition
City Engineering Standards - 2020 Edition
1
2
3
4
5
6
7
8
9
COVER SHEET
MORRO STREET
MILL STREET
MILL STREET
MILL STREET
MILL STREET
TORO STREET
SANTA ROSA STREET
SANTA ROSA STREET
SEWER MANHOLE FLOW DIAGRAM
SCHEMATIC. TROUGH VARIES WITH PIPE
LAYOUT. ARROWS INDICATE FLOW DIRECTION.
(E) STORM DRAIN
(E) SEWER
(E) WATER
(E) GAS
(E) OIL
SDSD
SSSS
WW
GG
OO
(E) TELEPHONE
(E) FIBER OPTIC
ABANDONED SEWER
ABANDONED WATER
TT
FOFO
ASAS
AWAW
Project Locations
APPROVED BY
SIZE & INV
SIZE & INV
R
EGISTER E D P R O F ESSIONAL
E
N
G
I
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S
T
ATE OF CA L I F O R N IACIVIL
No. C 86141
WY A T T A B A NK
E
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H
I
X
Wyatt Banker-Hix, Supervising Civil Engineer R.C.E. C86141 Approved Date
for Brian A. Nelson, City Engineer
10/25/2024
230
235
240
245
250
255
230
235
240
245
250
255
9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75
(N) 360' - 8
"
H
D
P
E
S
E
W
E
R
,
S
=
3
.
4
2
%
BY OPEN T
R
E
N
C
H
I
N
G
&
R
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M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
STA. 9+89.20
(E) SSMH K09-11
RIM = 235.94'
8" IN 229.50' (NW)
8" OUT 229.40' (SW)
STA. 13+48.88
(N) SSMH K09-1
RIM = 249.42'
8" IN 241.90' (NE)
8" OUT 241.80' (SE)
CONNECT TO (E)
SEWER MANHOLE
PER ENG. STD. 6610
(E) TELE
(E) TELE
(E) TELE
(E) 10" PVC WATER
(E) TELE
(E) FIRE
SERVICE
(E) ELECTRIC
(E) TELE
(E) ELECTRIC
(E) ELECTRIC (E) TELE
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SS
+10 00 +11 00 +12 00 +13 00 +14 00
(N) 360' - 8" HDPE SEWER
STA 9+89.20
(E) SSMH K09-11
RIM = 235.94'
STA 13+48.88
(N) SSMH K09-1
RIM = 249.42'
34
'
7'
4'
7'
MORRO ST
PA
L
M
S
T
(E) 8" PVC WATER (2006)
ABANDONED (E) 8" CI WATER
(E) 2" GAS
(E) TELEPHONE
(E) TELEPHONE
MI
L
L
S
T
00
+
20
00
(N
)
3
4
1
'
-
8
"
H
D
P
E
S
E
W
E
R
(E
)
8
"
P
V
C
S
E
W
E
R
(E
)
8
"
P
V
C
S
E
W
E
R
(E) 8" PVC SEWER
(N) 360' - 8" HDPE SEWER
(E) 8" PVC WATER (2006)
ABANDONED (E) 8" CI WATER
(E) TELEPHONE
(E
)
8
"
P
V
C
W
A
T
E
R
(
1
9
8
2
)
AB
N
D
(
E
)
6
"
C
I
W
A
T
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R
(E
)
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"
G
A
S
(E
)
T
E
L
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A
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A
S
(E
)
1
0
"
P
V
C
W
A
T
E
R
(E
)
1
0
"
T
E
L
E
P
O
N
E
4'
12
'
(E) TELEPHONE (E) TELEPHONE
(E) 2" GAS
ABANDONED (E) 8" CI WATER
(E) 8" PVC WATER
(E) 8" TELEPHONE
(E
)
1
0
"
D
I
P
W
A
T
E
R
AB
A
N
D
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D
(
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)
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"
C
I
W
A
T
E
R
(E
)
2
"
G
A
S
(E) SSMH K09-11
8" IN 229.50
8" OUT 229.40
REMOVE AND REPLACE
SSMH K09-1
PER ENG. STD. 6610
8" IN 241.90
8" IN 241.80
(E
)
T
E
L
E
P
H
O
N
E
(E
)
1
0
"
P
V
C
W
A
T
E
R
(E
)
T
E
L
E
P
H
O
N
E
TAKE PRECAUTION (TYP.)
PROTECT (E) DUCT BANK
0
SCALE IN FEET
20 40
N
MO
R
R
O
S
T
R
E
E
T
2
HORIZ1" = 20'
VERT 1" = 4'
SEE SHEET 3
CITY SPECIFICATION NO.
DATE:
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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BN
OCTOBER 2024
2000561
9
APPROVED: OCT. 25, 2024
C I V I L
R
EGISTER E D P R O F ESSIONAL
E
N
G
I
N
EER
S
T
ATE OF CA L I F O R N IA
No. C 84733
HAI-L O N G Q. NG
U
Y
E
N
STA. 19+94.01
(N) SSMH K09-1
RIM = 249.42'
8" IN 241.90' (NE)
8" OUT 241.80' (SE)
STA. 23+35.22
(N) SSMH K08-42
RIM = 253.78'
8" IN 247.10' (NE)
8" OUT 247.00' (SW)
(N) 341' - 8" HDPE SEW
E
R
,
S
=
1
.
4
9
%
BY OPEN TRENCHING &
R
E
M
O
V
E
(
E
)
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"
V
C
P
S
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W
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R
(N) 498' - 8" HDPE SEWER
,
S
=
1
.
3
6
%
BY OPEN TRENCHING &
R
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M
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V
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(
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)
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"
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(E) TELE
(E) FIRE
SERVICE
(E) TELE
(E) TELE
(E) FIRE
SERVICE
(E) TELE
(E) TELE
(E) GAS
(E) TELE
(E) 10" DIP WATER
(E) TELE
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STA 23+35.22
(N) SSMH K08-42
RIM = 253.78'
(N) 341' - 8" HDPE SEWER
STA 19+94.01
(N) SSMH K09-1
RIM = 249.42'
+20 00 +21 00 +22 00 +23 00 +24 00 +25 00
MILL ST
MO
R
R
O
S
T
OS
S
O
S
T
(E) 8" PVC WATER (1982)
ABANDONED (E) 6" CI WATER
(E) 2" GAS
(E) TELEPHONE
40
'
18
'
13
'
40
'
17
'
13
'
(N) 341' - 8" HDPE SEWER
MILL ST
(N
)
3
6
0
'
-
8
"
H
D
P
E
S
E
W
E
R
(E
)
8
"
P
V
C
W
A
T
E
R
(
2
0
0
6
)
AB
A
N
D
O
N
E
D
(
E
)
8
"
C
I
W
A
T
E
R
(E
)
T
E
L
E
P
H
O
N
E
(E) 8" PVC WATER (1982)
ABND (E) 6" CI WATER
(E) 2" GAS
(E) TELEPHONE
(N) 498' - 8" HDPE SEWER
(E) 8" PVC WATER (1982)
(E) TELEPHONE
(E) 2" GAS
(E) TELEPHONE
952
1023
10221000962
872
994
990 860
(E
)
T
E
L
E
P
H
O
N
E
(E
)
2
"
G
A
S
AB
A
N
D
O
N
E
D
(
E
)
8
"
C
I
W
A
T
E
R
(E
)
8
"
P
V
C
W
A
T
E
R
(E
)
8
"
T
E
L
E
P
H
O
N
E
5'
4'
(E
)
2
"
G
A
S
(E
)
1
0
"
D
I
P
W
A
T
E
R
(
1
9
8
2
)
(E
)
2
"
G
A
S
(E
)
1
0
"
D
I
P
W
A
T
E
R
(
1
9
8
2
)
7'
AB
A
N
D
O
N
E
D
(
E
)
4
"
W
A
T
E
R
AB
A
N
D
O
N
E
D
(
E
)
4
"
W
A
T
E
R
3'
REMOVE AND REPLACE
SSMH K08-42
PER ENG. STD. 6610
8" IN 247.108" OUT 247.00
REMOVE AND REPLACE
SSMH K09-1
PER ENG. STD. 6610
8" IN 241.90
8" OUT 241.80
TAKE PRECAUTION
PROTECT (E) CONDUITS
PROTECT
(E) TELE MH
REPLACE WATER WELL AND
COVER PER ENG. STD. 6340
TAKE PRECAUTION
PROTECT (E) UTILITY VAULT
AND SURROUNDING
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DESIGNED BY:
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CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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OCTOBER 2024
2000561
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APPROVED: OCT. 25, 2024
C I V I L
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No. C 84733
HAI-L O N G Q. NG
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STA. 28+33.49
(N) SSMH K08-34
RIM = 262.92'
8" IN 254.00' (NE)
8" IN 254.00' (NW)
8" OUT 253.90' (SW)
(N) 498' - 8" HDPE SEWER
,
S
=
1
.
3
6
%
BY OPEN TRENCHING &
R
E
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
(N) 511' - 8" HDPE SEW
E
R
,
S
=
1
.
4
9
%
BY OPEN TRENCHING &
R
E
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
(E) FIRE SERVICE
(E) TELE
(E) TS
(E) ELECTRIC (E) 8" DIP WATER (E) 10" GAS
(E) TS
(E) FIRE SERVICE
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
W
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W W W W W W W W W W W W W W W W W W
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AW
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W
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T
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TS
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TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS TS TS TS TS TS TS TS
TS TS TS TS TS TS
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TS
TS
TS
TS
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TS
TS
WWWWW
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T
T
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T
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T
T
T
T
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T
T
T
T
T
T
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T
T
T
T
T
E
T
W
W
W
T
T
T T T T T T T T T T T T T T T T T T T T T T T T T
(N) 498' - 8" HDPE SEWER
STA 28+33.49
(N) SSMH K08-34
RIM = 262.92'
+26 00 +27 00 +28 00 +29 00 +30 00 +31
MILL ST
SA
N
T
A
R
O
S
A
(E) 8" PVC WATER (1982)
ABANDONED (E) 6" CI WATER
(E) 2" GAS
(E) TELEPHONE
40
'
10
'
20
'
3'
7'
40
'
15
.
7
'
14
.
7
'
9.
6
'
MILL ST
(N) 511' - 8" HDPE SEWER
(E) 6" CI WATER (1943)
(E) 2" GAS
(E) TELEPHONE
1126 1134
8641037104110451051857
755755103410261038 1100 1106 1120
(E
)
8
"
D
I
P
W
A
T
E
R
(
1
9
7
8
)
(E
)
1
0
"
H
P
G
A
S
(E
)
8
"
H
D
P
E
S
E
W
E
R
(E
)
8
"
D
I
P
W
A
T
E
R
(
1
9
7
8
)
(E
)
8
"
G
A
S
AB
A
N
D
O
N
E
D
(
E
)
4
"
W
A
T
E
R
AB
A
N
D
O
N
E
D
(
E
)
4
"
W
A
T
E
R
ABANDONED (E) TS LOOPS
(E
)
T
S
C
O
N
D
U
I
T
REMOVE AND REPLACE
SSMH K08-34
PER ENG. STD. 6610
8" IN 254.00
8" IN 254.00
8" OUT 253.90
TAKE PRECAUTION
PROTECT (E) CITY CONDUITS
REPLACE CITY COMM
MH PER ENG. STD. 9030
TAKE PRECAUTION
HIGH PRESSURE GAS LINE
25+25 25+50 25+75 26+00 26+25 26+50 26+75 27+00 27+25 27+50 27+75 28+00 28+25 28+50 28+75 29+00 29+25 29+50 29+75 30+00 30+25 30+50 30+75 31+00
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CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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BN
OCTOBER 2024
2000561
9
APPROVED: OCT. 25, 2024
C I V I L
R
EGISTER E D P R O F ESSIONAL
E
N
G
I
N
EER
S
T
ATE OF CA L I F O R N IA
No. C 84733
HAI-L O N G Q. NG
U
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SCALE IN FEET
20 40
N
4
HORIZ1" = 20'
VERT 1" = 4'
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SEE SHEET 8
STA. 33+44.60
(N) SSMH K08-27
RIM = 268.66'
8" IN 261.70' (NE)
8" IN 261.70' (NW)
8" OUT 261.60' (SW)
(N) 265' - 8" HDPE
S
E
W
E
R
,
S
=
2
.
0
0
%
BY OPEN TRENCH
I
N
G
&
R
E
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
(N) 511' - 8" HDPE SEW
E
R
,
S
=
1
.
4
9
%
BY OPEN TRENCHING &
R
E
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
(N) 171' - 8" HDPE SEWER, S = 4.86%
BY OPEN TRENCHING & REMOVE (E) 6" VCP SEWER
(E) TELE
(E) TELE
(E) 8" PVC WATER(E) 2" GAS
ST
A
.
3
6
+
1
0
.
0
0
IN
V
:
2
6
7
.
0
1
ST
A
.
3
6
+
6
0
.
0
0
IN
V
:
2
6
8
.
7
2
(N) 50' - 8" HDPE SEWER
BY OPEN TRENCHING & REMOVING
EXISTING 6" VCP SEWER
REMOVE (E)
SSMH K08-23
STOP
STOP
ST
O
P
G
G
G
G
G
G
G
G
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
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SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
W W
W W
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
AW
AW
AW
AW
AW
AW
AW
AW
W
W
W
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W
W
W
W
W
AW
AW
AW
AW
AW
AW
AW
W W W W W W W W W W W W W W W W W W W W W W W W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
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W
W
W
W
W
W
W
W
W
W
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T
T
T
T
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T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
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DU
DU
DU
SS
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SS
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DU
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SS
DU
DU
DU
SS
SS
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SS
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DU
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SS
SS
SS
DU
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DU
DU
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SS
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DUDUDU
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DUDUDU
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T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
(N) 511' - 8" HDPE SEWER
STA 33+44.60
(N) SSMH K08-27
RIM = 268.66'
(N) 486' - 8" HDPE SEWER
+00 +32 00 +33 00 +34 00 +35 00 +36 00
(E) 6" CI WATER (1943)
(E) 2" GAS
(E) TELEPHONE
MILL ST
TO
R
O
S
T
(E) 6" CI WATER (1943)
(E) 2" GAS
(E) TELEPHONE
40
'
10
'
19
'
7'
4'
40
'
10
'
19
'
7'
4'
MILL ST
(N
)
2
8
8
'
-
8
"
H
D
P
E
S
E
W
E
R
124312391229 1217
1144 1154 1162 1168
855
1202 1214 1220 1226 12341244
1165 858
(E
)
T
E
L
E
P
H
O
N
E
(E
)
T
E
L
E
P
H
O
N
E
(E
)
8
"
P
V
C
W
A
T
E
R
(
2
0
0
9
)
AB
A
N
D
O
N
E
D
(
E
)
1
0
"
C
I
W
A
T
E
R
(E
)
2
"
G
A
S
(E
)
T
E
L
E
P
H
O
N
E
(E
)
8
"
P
V
C
W
A
T
E
R
(
2
0
0
9
)
AB
A
N
D
O
N
E
D
(
E
)
1
0
"
C
I
W
A
T
E
R
(E
)
2
"
G
A
S
REMOVE AND REPLACE
SSMH K08-27
PER ENG. STD. 6610
8" IN 261.70
8" IN 261.70
8" OUT 261.60
TAKE PRECAUTION
PROTECT (E) CITY CONDUITS
TAKE PRECAUTION
PROTECT (E) CITY CONDUITS
REMOVE (E)
SSMH K08-23
31+00 31+25 31+50 31+75 32+00 32+25 32+50 32+75 33+00 33+25 33+50 33+75 34+00 34+25 34+50 34+75 35+00 35+25 35+50 35+75 36+00 36+25 36+50 36+75
250
255
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265
270
275
280
285
CITY SPECIFICATION NO.
DATE:
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of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
HN
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BN
OCTOBER 2024
2000561
9
APPROVED: OCT. 25, 2024
C I V I L
R
EGISTER E D P R O F ESSIONAL
E
N
G
I
N
EER
S
T
ATE OF CA L I F O R N IA
No. C 84733
HAI-L O N G Q. NG
U
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E
N
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SCALE IN FEET
20 40
N
5
HORIZ1" = 20'
VERT 1" = 4'
MA
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+
7
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S
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MA
T
C
H
L
I
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3
1
+
0
0
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0
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:
S
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4
SEE SHEET 7
MI
L
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S
T
R
E
E
T
STA. 38+30.31
(N) SSMH K08-18
RIM = 285.05'
8" IN 277.10' (NE)
8" OUT 277.00' (SW)
(N) 171'
-
8
"
H
D
P
E
S
E
W
E
R
,
S
=
4
.
8
6
%
BY OPEN
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
(N) 491' - 8" HDPE
S
E
W
E
R
,
S
=
1
.
8
7
%
BY OPEN TRENCH
I
N
G
&
R
E
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
(E) TELE
(E) TELE
(E) 2" GAS (E) 6" CI WATER
ST
O
P
ST
O
P
STOP
STOP
ST
O
P
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
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SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
T T T T T T T T T T T T T T T T
T
T
T
T
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T
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W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W
W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
W
W
W W W W W W
W
W
W W
W W W
W
W
W
W
W
W
W
W
W
W
DU
SSDUSSSSDU
DU
DU
DU
DU
DU
DU
SS
SS
SS
DU
DU
DU
DU
DU
DU
SS
SS
SS
SS
SS
SS
DU
DU
DU
SS
SS
SS
SS
SS
SS
SS
SS
SS
DU
DU
DU
DU
DU
DU
DU
DU
DU
DUSS
SSSS
DUDUSS
SS
SS
SS
SS
DU
DU
G
G
G
G
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G
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T
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T
T
T
T
T
T T T T T T T T T T T T T T
T
T
(N) 486' - 8" HDPE SEWER
STA 38+30.31
(N) SSMH K08-18
RIM = 285.05'
(N) 491' - 8" HDPE SEWER
+37 00 +38 00 +39 00 +40 00 +41 00 +42 00
JO
H
N
S
O
N
A
V
E
(E) 4" CI WATER (1941)
(E) 2" GAS
40
'
10
'
19
'
6'
5'
(E) 6" CI WATER (1943)
(E) 2" GAS
(E) TELEPHONE
40
'
10
'
20
'
MILL ST
10
'
13501344133013181306
1343133313231307126512611253
1256 12661262
1351
(E
)
4
"
C
I
W
A
T
E
R
(
1
9
4
1
)
(E
)
T
E
L
E
P
H
O
N
E
(E
)
2
"
G
A
S
(E
)
6
"
C
I
W
A
T
E
R
(
1
9
4
3
)
(E
)
T
E
L
E
P
H
O
N
E
REMOVE AND REPLACE
SSMH K08-18
PER ENG. STD. 6610
8" IN 277.108" OUT 277.00
TAKE PRECAUTION
PROTECT (E) CITY CONDUITS
265
270
275
280
285
290
295
300
36+75 37+00 37+25 37+50 37+75 38+00 38+25 38+50 38+75 39+00 39+25 39+50 39+75 40+00 40+25 40+50 40+75 41+00 41+25 41+50 41+75 42+00 42+25 42+50
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
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CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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BN
OCTOBER 2024
2000561
9
APPROVED: OCT. 25, 2024
C I V I L
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ATE OF CA L I F O R N IA
No. C 84733
HAI-L O N G Q. NG
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SCALE IN FEET
20 40
N
MI
L
L
S
T
R
E
E
T
6
HORIZ1" = 20'
VERT 1" = 4'
MA
T
C
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L
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E
-
S
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A
.
4
2
+
5
0
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0
:
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7
MA
T
C
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L
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-
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A
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3
6
+
7
5
.
0
0
:
S
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MA
T
C
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L
I
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S
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4
2
+
5
0
.
0
0
:
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MA
T
C
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L
I
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-
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A
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3
6
+
7
5
.
0
0
:
S
E
E
S
H
E
E
T
5
STA. 43+21.83
(N) SSCO K08-12
RIM = 292.98'
8" OUT 286.31' (SW)
(N) 491' - 8" HDPE
S
E
W
E
R
,
S
=
1
.
8
7
%
BY OPEN TRENCH
I
N
G
&
R
E
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
STOP
STOP
G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SS SS SS SS SS SS
WW
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W
W
W
W
SS
SS
SS
SS
STA 43+21.83
(N) SSCO K08-12
RIM = 292.98'
+43 00
PE
P
P
E
R
S
T
40
'
10
.
2
'
20
.
5
'
9.
3
'
MILL ST
(N) 491' - 8" HDPE SEWER
(E) 4" CI WATER (1941)
(E) 2" GAS
1360
1367
REMOVE AND REPLACE
SSCO K08-12
PER ENG. STD. 6710
8" OUT 286.31
260
265
270
275
280
260
265
270
275
280
49+75 50+00 50+25 50+50 50+75 51+00 51+25 51+50 51+75 52+00 52+25 52+50 52+75 53+00
STA. 49+91.01
(N) SSMH K08-27
RIM = 268.66'
8" IN 261.70' (NE)
8" IN 261.70' (NW)
8" OUT 261.60' (SW)
(N) 288' - 8" HDPE SEWER, S
=
1
.
2
1
%
BY OPEN TRENCHING & RE
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
STA. 52+79.40
(N) SSCO K08-21
RIM = 272.45'
8" OUT 265.20' (SE)
(E) 6" CI
WATER
(E) 2" GAS
(E) TELEPHONE
42+50 42+75 43+00 43+25 43+50
280
285
290
295
300
305
ST
O
P
ST
O
P
ST
O
P
G G G G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
W
W
W
W
W
W
W
W
W W W W
AW AW AW
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W
AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW
W
W
W
W
W
W
W
W
W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
WW
W
WW
T T T T T T T T T T T T TTTTTTTTTTTTTTTTTTTT
T
TTT
T T
T
T
T
T
T T T T T T T T T T T T T T T T T T T T T T T T T T T
W
W
W W W
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
DU
SSSSSS
DUDUDU
SS SS SS
DU
DUDUSSDU
SS
SS
SS
DU
DU
DU
SS
SS
SS
SS
SS
SS
DU
DU
DU
SS
SS
SS
DU
DU
DU
DU
DU
DU
DU
DU
DU
DU
G
G
G
G
G
G
G
G
GGGG
G
G
G
G
G
G
G
G
G
G
G
G
G
GGGG
T T T T T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
W
W
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
+
33
00
+
34
00
(N) 288' - 8" HDPE SEWER
(E) 8" PVC WATER (2009)
ABANDONED (E) 10" CI WATER
(E) 2" GAS
(E) TELEPHONE
40
'
15
.
8
'
13
.
8
'
3.
4
'
7.
0
'
TORO ST
+50 00 +51 00 +52 00 +53 00
(N) 288' - 8" HDPE SEWERSTA 49+91.01
(N) SSMH K08-27
RIM = 268.66'
STA 52+79.40
(N) SSCO K08-21
RIM = 272.45'
MI
L
L
S
T
778 770 762
771
758780
1168
(E) TELEPHONE
(E) TELEPHONE
(E) 8" PVC WATER (2009)
ABANDONED (E) 10" CI WATER
(E) 2" GAS
REMOVE AND REPLACE
SSMH K08-27
PER ENG. STD. 6610
8" IN 261.70
8" OUT 261.60
8" IN 261.70
REMOVE AND REPLACE
SSCO K08-21
PER ENG. STD. 6710
8" OUT 265.20
(N
)
5
1
1
'
-
8
"
H
D
P
E
S
E
W
E
R
(N
)
4
8
6
'
-
8
"
H
D
P
E
S
E
W
E
R
REPLACE (E) CROSS
GUTTER PER ENG. STD. 4310
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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BN
OCTOBER 2024
2000561
9
APPROVED: OCT. 25, 2024
C I V I L
R
EGISTER E D P R O F ESSIONAL
E
N
G
I
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EER
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ATE OF CA L I F O R N IA
No. C 84733
HAI-L O N G Q. NG
U
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SCALE IN FEET
20 40
N
TO
R
O
S
T
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E
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7
HORIZ1" = 20'
VERT 1" = 4'
MA
T
C
H
L
I
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E
-
S
T
A
.
4
2
+
5
0
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0
0
:
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E
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S
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MA
T
C
H
L
I
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2
+
5
0
.
0
0
:
S
E
E
S
H
E
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6
SEE SHEET 5
SEE SHEET 5
0
SCALE IN FEET
20 40
N
240
245
250
255
260
265
270
240
245
250
255
260
265
270
57+00 57+25 57+50 57+75 58+00 58+25 58+50 58+75 59+00 59+25 59+50 59+75 60+00 60+25 60+50
(N) 288' - 6
"
H
D
P
E
S
E
W
E
R
,
S
=
3
.
0
0
%
BY OPEN
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
STA. 9+90.53
(E) SSMH K08-43
RIM = 252.07'
6" IN 243.50' (NW)
6" OUT 243.40' (SW)
STA. 12+78.66
(N) SSCO K08-38
RIM = 261.12'
6" OUT 252.16' (SE)
CONNECT TO (E)
SEWER MANHOLE
PER ENG. STD. 6610
(E) TS
(E) TELE
(E) 10" PVC
WATER
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
G
G
G
G
G
G
G
G G G G G G
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS
SS
W
W
W
W
W
W
W
W
W
AW
AW
AW
AW
AW
AW
AW
AW
W
W
W
W
W
W
W
AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW
GGGGGGGGGGGGGGGGGGGGGGGGGGG
W W W
AW AW AW AW AW
T T T T T T T T T T T T T T T T T T T T T T T T T T T T
T
T T
TS TS TS TS TS
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
DU
DU
SS
SS
DU
DU
DU
DU
DU
DU
DU
DU
DU
DU
SS
SS
SS
SS
DU
DU
DU
DU
SS
SS
SS
SS
DU
DU
DU
DU
W
T
S
T
S
T
S
T
S
T
S
T
S
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
G
T
T
T
T
T
T
T
T
T
T
T
T
T T T T
T
T
T
T
T
T
T
T
S
E CATV
TEL
E
TEL
CATV
E
E
CATV
TE
E
T
T
TSTS
E
E
E
E
E
E
E
E
E
TS
T E T
T
T
T
T
T
T
TS TS TS TS TS TS
TS TS TS TS TS TS
1104864
1070865871873
+00 +58 00 +59 00 +60 00
(E) 8" DIP WATER (1978)
(E) 10" GAS
ABANDONED (E) 4" WATER
(E) 8" DIP WATER (1978)
(E) 10" GAS
ABANDONED (E) 4" WATER
64
'
24
'
(E) 10" PVC WATER (1993)
ABANDONED (E) 8" CI WATER
16
'
12
'
12
'
(E
)
6
"
V
C
P
S
E
W
E
R
(E
)
8
"
C
I
W
A
T
E
R
(E
)
1
0
"
P
V
C
W
A
T
E
R
(
1
9
9
3
)
(E
)
6
"
P
V
C
S
E
W
E
R
(N) 288' - 6" HDPE SEWER (N) 288' - 6" HDPE SEWER
STA 12+78.66
(N) SSCO K08-38
RIM = 261.12'
STA 9+90.53
(E) SSMH K08-43
RIM = 252.07'
SANTA ROSA ST
PA
L
M
S
T
(E
)
A
B
A
N
D
O
N
E
D
8
"
C
I
W
A
T
E
R
REMOVE AND REPLACE
SSCO K08-38
PER ENG. STD. 6710
6" OUT 252.16
(E) SSMH K08-43
6" OUT 243.40
6" IN 243.50
CITY SPECIFICATION NO.
DATE:
PR
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of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
HN
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MB
BN
OCTOBER 2024
2000561
9
APPROVED: OCT. 25, 2024
C I V I L
R
EGISTER E D P R O F ESSIONAL
E
N
G
I
N
EER
S
T
ATE OF CA L I F O R N IA
No. C 84733
HAI-L O N G Q. NG
U
Y
E
N
SA
N
T
A
R
O
S
A
S
T
R
E
E
T
8
HORIZ1" = 20'
VERT 1" = 4'
0
SCALE IN FEET
20 40
N
MA
T
C
H
L
I
N
E
-
S
T
A
.
6
0
+
5
0
.
0
0
:
S
E
E
S
H
E
E
T
9
SE
E
S
H
E
E
T
4
220
225
230
235
240
245
250
220
225
230
235
240
245
250
60+50 60+75 61+00 61+25 61+50 61+75 62+00 62+25 62+50 62+75 63+00 63+25 63+50 63+75 64+00 64+25 64+50
STA. 60+85.57
(N) SSCO K08-48
RIM = 247.89'
8" OUT 239.00' (SE)
(N) 12" DIP
STORM
(N) 3
3
3
'
-
8
"
H
D
P
E
S
E
W
E
R
,
S
=
6
.
4
5
%
BY O
P
E
N
T
R
E
N
C
H
I
N
G
CONNECT TO (E) SEWER MANHOLE PER ENG. STD. 6610.
PROVIDE SMOOTH TRANSITION BETWEEN NEW INVERT
AND CHANNEL (CLASS 1 CONCRETE)
(E) 15" PVC SE
W
E
R
STA. 64+18.95
(E) SSMH K09-7
RIM = 226.85'
8" IN 217.50' (NW)
8" IN 216.92' (SW)
15" IN 216.92' (NE)
15" OUT 216.82' (SE)
ABANDON
(E) SSMH
(E) TELE
(E) TELE
(E) TS
(E) TELE
(E) 2" GAS
(E) 8" PVC
WATER
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
SSSSSSSS
SS SS SS SS
WW
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
D
SD
S
D
SD
SD
SD SD SD SD SD SD
SD
SD
S
D
SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
T
S
T
S
T
S
T
S
T
S
T
S
T
S
TS TS TS TS TS TS TS
TSTSTSTSTS
TS
T
T
T
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
EEE
E
E
E
E
E
E
E
E
E
E
E
E
EEEE
E
E
E
E
E
E E
EEEEEEEE
E
W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW AW
W
W
W
W
W W
W
W
W
W
G
G
G
G
G
G
G
T T T T T T T T T T T T T T T T T T T T T T T T
T
T
T
T T T T T T
W W W W W
DU
DU
DU
DU
DU
DU
DU
SS
SS
SS
DU
DU
DU
SS
SS
SS
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
G G G
G
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
TS
T T E
T T
970 972
101 112
940 948 960 200
+61 00 +62 00 +63 00 +64 00
STA 60+85.57
(N) SSCO K08-48
RIM = 247.89'
SANTA ROSA ST
MO
N
T
E
R
E
Y
S
T
15
'
24
'
25
'
64
'
(E) 10" PVC WATER (1993)
(E) 10" GAS
ABANDONED (E) 8" CI WATER
(N) 333' - 8" HDPE SEWER
(E) PG&E CONDUITS
(N
)
1
2
"
D
I
P
(
2
7
L
F
)
(E
)
1
8
"
R
C
P
(E) 18" RCP
(E
)
1
0
"
P
V
C
W
A
T
E
R
(E
)
1
5
"
P
V
C
S
E
W
E
R
(E
)
T
E
L
E
P
H
O
N
E
(E
)
T
E
L
E
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(E) 15" PVC WATER
REMOVE
(E) SSMH
STA 64+18.95
(E) SSMH K09-7
RIM = 226.85'
ABANDON (E) 6" VCP SEWER
(E) 10" PVC WATER (1993)
ABANDONED (E) 8" CI WATER
ABANDON (E) 8" PVC SEWER
S=
8
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0
%
2
1
2 RIM 227.27
INV 221.73
RIM 227.27
INV 224.30
REMOVE AND REPLACE
SSCO K08-48
PER ENG. STD. 6710
8" OUT 239.00
(E) SSMH K09-7
8" IN 216.92
8" IN 217.50 15" OUT 216.82
15" IN 216.92
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
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BN
OCTOBER 2024
2000561
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APPROVED: OCT. 25, 2024
C I V I L
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No. C 84733
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HORIZ1" = 20'
VERT 1" = 4'
0
SCALE IN FEET
20 40
N
CONSTRUCTION NOTES
REMOVE (E) 22"X13" CMP AND INSTALL (N) 12" DIP STORM. TRENCH BACKFILL WITH 1 SACK SLURRY
CONNECT TO (E) STORMDRAIN STRUCTURE PER ENG. STD. 3540
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