HomeMy WebLinkAboutItem 5g. Attachment A - Project Plans (1000091)_High Resolution PlansProject Locations
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sheet no. description
san luis obispo county, california
SPECIFICATION NO.DATE SHEET
1000091 FILE NO./LOCATION
1
2
3
4
5
6
7
COVER SHEET
LUNETA DRIVE
VERDE DRIVE
VERDE DRIVE & RAMONA DRIVE
RAMONA DRIVE
RAMONA DRIVE
BROAD STREET
7of1
VERDE/LUNETA/RAMONA/BROAD
SEWER REPLACEMENT
FEBRUARY 2022
SEWER MANHOLE FLOW DIAGRAM SCHEMATIC.
TROUGH VARIES WITH PIPE LAYOUT. ARROWS
INDICATE FLOW DIRECTION.
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.
CONNECT SEWER LATERALS AND MARK TOP OF
CURB WITH THE LETTER "S" PER ENG. STD. 6810.
(BID ALTERNATIVE A)
(E) STORM DRAIN
(E) SEWER
(E) WATER
(E) GAS
(E) OIL
(E) TELEPHONE
(E) FIBER OPTIC
ABANDONED SEWER
ABANDONED WATER
(E) SURVEY MONUMENT - PROTECT IN PLACE
(E) SURVEY MONUMENT - REPLACE IF DAMAGED
OR DESTROYED. SEE GENERAL NOTE 4.
DSDS
SS SS
SDSD
SSSS
WW
GG
OO
TT
FOFO
ASAS
AWAW
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. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL CROSSINGS PRIOR TO LAYING
PIPE SO THAT PIPE ALIGNMENT AND GRADE CAN BE ADJUSTED AS NEEDED.
4. 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.
5. 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.
6. 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.
7. CONNECT EXISTING VCP SEWER MAIN TO NEW MANHOLE WITH 3 FOOT PVC STUB AND
STRONG BACK RC COUPLINGS
8. CONNECT EXISTING HDPE SEWER MAIN TO NEW MANHOLE WITH 3 FOOT HDPE STUB AND
FUSED COUPLINGS OR BUTT FUSION.
9. CONNECT EXISTING PVC SEWER MAIN TO NEW MANHOLE WITH 3 FOOT PVC STUB AND PVC
COUPLINGS.
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 MUST BE COATED PER SECTION 77-3.03D OF THE PROJECT SPECIAL
PROVISIONS. DO NOT COAT EXISTING SSMH I06-48 AT RAMONA AND PALOMAR.
13. ALL WORK ON BROAD AND RAMONA (SHEET 6 & 7) MUST BE COMPLETED AS THE FIRST
PRIORITY OF WORK. ROCK EXCAVATION IS EXPECTED ON THESE STREETS (REFER TO
SECTION 19-1.03E AND GEOTECHNICAL REPORTS FOR MORE INFORMATION).
14. NOT ALL IMPROVEMENTS WITHIN PRIVATE PROPERTIES ARE SHOWN. UPON COMPLETION
OF WORK WITHIN PRIVATE PROPERTIES, THE CONTRACTOR MUST RESTORE PRIVATE
PROPERTY IMPROVEMENTS TO THE SAME CONDITION BEFORE THE START OF
CONSTRUCTION.
Reference Documents:
City Standard Specifications - 2020 Edition
City Engineering Standards - 2020 Edition
APPROVED BY
Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date
No. C 79870
BRI A N A . NELS
O
N
CIV I L
SIZE & INV
SIZE
ELEV OUT
SS SS
285
290
295
300
305
310
315
320
325
330
285
290
295
300
305
310
315
320
325
330
66+50 66+75 67+00 67+25 67+50 67+75 68+00 68+25 68+50 68+75 69+00 69+25 69+50 69+75 70+00 70+25
STA. 66+57.05
(N) SSCO I07-8
RIM = 319.06'
8" OUT 315.00' (E)
(N) 347
'
-
8
"
H
D
P
E
S
E
W
E
R
,
S
=
7
.
8
3
%
BY OP
E
N
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
E
X
I
S
T
I
N
G
6
"
V
C
P
S
E
W
E
R
STA. 70+06.04
(N) SSMH I07-7
RIM = 293.58'
8" IN 287.80' (W)
6" IN 287.80' (S)
8" OUT 287.70' (N)
(E) GRADE
REMOVE (E) SSMH I07-9
(E) 2" GAS
(E) 6" AC WATER
W
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
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
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
G G
G
G
G
G
G G G G G G G G G G G
GGGGGGGGGGGGGGGGGGGGGGGGG
SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS SS
SS
G
G
G
G
G
G
G G
G
GG
G
G
G
G
G
G
G
W
W
W
W
W
W
W
(E
)
6
"
A
C
W
A
T
E
R
(E) 6" AC WATER
(E) 8" CI WATER
(E) 8" AC WATER
(E) 8" CI WATER
(E) 2" GAS (E) 2" GAS
(E
)
2
"
G
A
S
+67 00 +68 00 +69 00
+70 00
STA 66+57.05
(N) SSCO I07-8
RIM = 319.06'
STA 70+06.04
(N) SSMH I07-7
RIM = 293.58'
(N
)
1
7
4
'
-
6
"
H
D
P
E
S
E
W
E
R
(N
)
1
1
3
'
-
8
"
H
D
P
E
S
E
W
E
R
LUNETA DR.
8.
6
'
15
.
4
'
38
'
8'
6'
REMOVE AND REPLACE
SSCO I07-8
PER ENG. STD. 6710
6" OUT 315.00
REMOVE AND REPLACE
SSMH I07-7
PER ENG. STD. 6610
8" IN 287.80
8" OUT 287.70
6" IN 287.80
VE
R
D
E
D
R
(N) 195' - 8" HDPE SEWER REMOVE (E) SSMH I07-9
(N) 50' - 8" HDPE SEWER
R1000.0'
(N) 102' - 8" HDPE SEWER
14' PUBLIC UTILITY
EASEMENT
REMOVE SSMH I07-9
(E) 6" IN 299.50 (E) 6" OUT 299.20
0
SCALE IN FEET
20 40
LU
N
E
T
A
D
R
I
V
E
2
HORIZ 1" = 20'
VERT 1" = 5'
SEE SHEET 3
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
HN
VE
R
D
E
/
L
U
N
E
T
A
/
R
A
M
O
N
A
/
B
R
O
A
D
S
E
W
E
R
R
E
P
L
A
C
E
M
E
N
T
HN
MG
BN
FEBRUARY 2022
1000019
7
APPROVED: [Mo Day, Yr]
SEE SHEET 3
STA. 81+24.32
(N) SSMH I07-2
RIM = 285.34'
8" IN 281.70' (S)
8" OUT 281.60' (N)
STA. 80+09.71
(N) SSMH I07-7
RIM = 293.58'
8" IN 287.80' (W)
6" IN 287.80' (S)
8" OUT 287.70' (N)
STA. 78+34.11
(N) CO I07-15
RIM = 302.70'
6" OUT 295.00' (N)
(N) 174' - 6"
H
D
P
E
S
E
W
E
R
,
S
=
4
.
1
0
%
BY PIPE BUR
S
T
I
N
G
T
H
R
O
U
G
H
E
X
I
S
T
I
N
G
6
"
V
C
P
S
E
W
E
R
(N) 113' -
8
"
H
D
P
E
S
E
W
E
R
,
S
=
5
.
2
3
%
BY OPEN
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
E
X
I
S
T
I
N
G
6
"
V
C
P
S
E
W
E
R
(N) 3
3
7
'
-
8
"
H
D
P
E
S
E
W
E
R
,
S
=
1
0
.
2
3
%
BY O
P
E
N
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
E
X
I
S
T
I
N
G
6
"
V
C
P
S
E
W
E
R
(E) GRADE
S
D
S
D
S
D
S
D
S
D
SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
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
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
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 SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS
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 SG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSS
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
(E) 6" AC WATER
(E
)
6
"
A
C
W
A
T
E
R
(E
)
8
"
C
I
W
A
T
E
R
(
E
)
8
"
C
I
W
A
T
E
R
(E
)
2
"
G
A
S
(E) 2" GAS
(E) 6" AC WATER
(E) 2" GAS
+
70
00
+
7
1
STA 78+34.11
(N) CO I07-15
RIM = 302.70'
(N) 174' - 6" HDPE SEWER
STA 81+24.32
(N) SSMH I07-2
RIM = 285.34'
(N) 113' - 8" HDPE SEWER
+00 +79 00 +80 00 +81 00 +82 00 +83 00
VERDE DR
LU
N
E
T
A
D
R
.
STA 80+09.71
(N) SSMH I07-7
RIM = 293.58'
12
'
5'
5'
34
'
12
'
REMOVE AND REPLACE
SSCO I07-15
PER ENG. STD. 6710
6" OUT 295.00
REMOVE AND REPLACE
SSMH I07-7
PER ENG. STD. 6610
6" IN 287.80 8" OUT 287.70
6" IN 287.80
REMOVE AND REPLACE
SSMH I07-2
PER ENG. STD. 6610
8" IN 281.70 8" OUT 281.60
(N
)
1
0
2
'
-
8
"
H
D
P
E
S
E
W
E
R
14' PUBLIC UTILITY
EASEMENT
12' PUBLIC UTILITY
EASEMENT
(
E
)
2
4
"
R
C
P
(N) 337' - 8" HDPE SEWER
78+25 78+50 78+75 79+00 79+25 79+50 79+75 80+00 80+25 80+50 80+75 81+00 81+25 81+50 81+75 82+00 82+25 82+50 82+75 83+00 83+25 83+50
260
265
270
275
280
285
290
295
300
305
260
265
270
275
280
285
290
295
300
305
0
SCALE IN FEET
20 40
VE
R
D
E
D
R
I
V
E
3
HORIZ 1" = 20'
VERT 1" = 5'
MA
T
C
H
L
I
N
E
-
S
T
A
.
8
3
+
5
0
.
0
0
:
S
E
E
S
H
E
E
T
4
MA
T
C
H
L
I
N
E
-
S
T
A
.
8
3
+
5
0
.
0
0
:
S
E
E
S
H
E
E
T
4
SHEET 2
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
I
T
L
E
:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
HN
VE
R
D
E
/
L
U
N
E
T
A
/
R
A
M
O
N
A
/
B
R
O
A
D
S
E
W
E
R
R
E
P
L
A
C
E
M
E
N
T
HN
MG
BN
FEBRUARY 2022
1000019
7
APPROVED: [Mo Day, Yr]
STA. 85+73.87
(N) SSMH I06-46
RIM = 249.92'
8" IN 244.80' (S)
6" IN 243.00' (N)
8" IN 243.00' (W)
10" OUT 242.90' (E)
STA. 84+59.70
(N) SSMH I06-49
RIM = 252.64'
8" IN 247.30' (S)
8" OUT 247.20' (N)
(N) 114' - 8" HDPE SEWE
R
,
S
=
2
.
1
0
%BY OPEN TRENCHING &
R
E
M
O
V
E
E
X
I
S
T
I
N
G
6
"
V
C
P
S
E
W
E
R
(E) 6" PVC SEWER
(N) 3
3
7
'
-
8
"
H
D
P
E
S
E
W
E
R
,
S
=
1
0
.
2
3
%
BY O
P
E
N
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
E
X
I
S
T
I
N
G
1
0
"
V
C
P
S
E
W
E
R
(E) GRADE
(E) 18" RCP
(E) 2" GAS
(E) 6" AC WATER
(E) AT&T
DUCT BANK
SD
SD
SD
SD
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWW
SDSDSDSDSD
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
W
W
W
W
W
W
W
W
W
W
W
W
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
T
T
T
T
T
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
SS
SS
SS SS SS SS SS SS SS SS SS SS SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
G
G
G
G
(E
)
8
"
V
C
P
S
E
W
E
R
(E) 4" AC WATER(E) 6" AC WATER
(E
)
6
"
A
C
W
A
T
E
R
(E) 2" GAS (E) 2" GAS(E) 1
8
"
R
C
P
(E)
1
8
"
R
C
P
(E) 18" RCP
(E) 6" PVC SEWER
(E
)
2
"
G
A
S
(E
)
A
T
&
T
(E
)
6
"
A
C
W
A
T
E
R
(E
)
2
"
G
A
S
(E
)
A
T
&
T
STA 84+59.70
(N) SSMH I06-49
RIM = 252.64'
STA 85+73.87
(N) SSMH I06-46
RIM = 249.92'
(N) 114' - 8" HDPE SEWER
(N
)
4
5
1
'
-
1
0
"
H
D
P
E
S
E
W
E
R
00
+
90
00
+84 00 +85 00 +86
RA
M
O
N
A
D
R
34
'
12
'
13
'
4'
5'
VERDE DR
REMOVE AND REPLACE
SSMH I06-49
PER ENG. STD. 6610
8" IN 247.30 8" OUT 247.20
REMOVE AND REPLACE
SSMH I06-46
PER ENG. STD. 6610
8" IN 244.80 6" IN 243.00
8" IN 243.00
10" OUT 242.90
(E
)
8
"
T
E
L
E
P
H
O
N
E
(E
)
T
E
L
E
P
H
O
N
E
(N) 337' - 8" HDPE SEWER
(E
)
C
H
A
R
T
E
R
SD
SD
SD
S
D
WWWW
WWWWW
SSSSSSSS
SS SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
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
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 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
G G G G G G G G G G G G G G G G G G
G
G
G
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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS
SS SS
G
T T T T T T T T T T T T T T
T
T
T
T
T
(E
)
4
"
A
C
W
A
T
E
R
(E
)
6
"
A
C
W
A
T
E
R
(E
)
2
"
G
A
S
(E
)
2
"
G
A
S
(E
)
1
8
"
R
C
P
(E
)
1
8
"
R
C
P
(E
)
1
8
"
R
C
P
(E
)
6
"
P
V
C
S
E
W
E
R
(E) 6" AC WATER
(E) 2" GAS
(E) AT&T
(N
)
1
1
4
'
-
8
"
H
D
P
E
S
E
W
E
R
(N) 451' - 10" HDPE SEWER
+90 00 +91 00 +92 00
14
.
5
'
40
'
STA 90+04.39
(N) SSMH I06-46
RIM = 249.92'
15
.
5
'
10
'
RAMONA DR
VE
R
D
E
D
R
REMOVE AND REPLACE
SSMH I06-46
PER ENG. STD. 6610
8" IN 243.00 10" OUT 242.90
6" IN 243.00
8" IN 244.80
REPLACE WATER WELL AND
COVER PER ENG. STD. 6340
(E) TELEPHONE
STA. 90+04.39
(N) SSMH I06-46
RIM = 249.92'
8" IN 244.80' (S)
6" IN 243.00' (N)
8" IN 243.00' (W)
10" OUT 242.90' (E)
(E) 8" VCP SEWER
(N) 451' - 10" HDPE SEWER,
S
=
1
.
9
4
%BY OPEN TRENCHING & RE
M
O
V
E
E
X
I
S
T
I
N
G
1
0
"
V
C
P
S
E
W
E
R
(E) 2" GAS
(E) CHARTER
CONDUIT
90+00 90+25 90+50 90+75 91+00 91+25 91+50 91+75 92+00 92+25 92+50 92+75
230
235
240
245
250
255
260
265
270
230
235
240
245
250
255
260
265
270
230
235
240
245
250
255
260
265
270
83+50 83+75 84+00 84+25 84+50 84+75 85+00 85+25 85+50 85+75
VE
R
D
E
D
R
I
V
E
&
R
A
M
O
N
A
D
R
I
V
E
4
HORIZ 1" = 20'
VERT 1" = 5'
SEE RIGHT
MA
T
C
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-
S
T
A
.
8
3
+
5
0
.
0
0
:
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E
E
S
H
E
E
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3
MA
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A
.
8
3
+
5
0
.
0
0
:
S
E
E
S
H
E
E
T
3
SEE LEFT
MA
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.
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+
7
5
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0
:
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E
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MA
T
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A
.
9
2
+
7
5
.
0
0
:
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E
E
S
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5
0
SCALE IN FEET
20 400
SCALE IN FEET
20 40
CITY SPECIFICATION NO.
DATE:
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APPROVED BY:
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FEBRUARY 2022
1000019
7
APPROVED: [Mo Day, Yr]
SD
SD
SD
SD
SD
SD
SD
SD
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
T T T T T T T T T T T T T T T T
T
T
T
T
TTT
T
T
T
T
T
T
T
T
T
T
T
T
G G G G G G G G G G G G G G G G G
G
G
G
G
G
GGG
G
G
G
G
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
TTTT
T
T
T
T
T
T
T
T
T
T T
G
G
G
G
G
G
G
G
G
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
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
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
T
T
T
(E) 10" CI WATER
(E) 2" GAS
(E) AT&T
(E) 10"
C
I
W
A
T
E
R
(E) 2"
G
A
S
(E) AT
&
T
(E
)
1
0
"
C
I
W
A
T
E
R
(E
)
6
"
V
C
P
S
E
W
E
R
(E
)
2
"
G
A
S
(E) 18" C
M
P
STA 94+56.87
(N) SSMH I06-47
RIM = 244.49'
STA 96+41.48
(E) SSMH I06-48
RIM = 240.73'
(N) 18
3
'
-
1
0
"
H
D
P
E
S
E
W
E
R
+93 00 +94 00
+95 00
+96 00
5'
10
'
40
'
5'
22
.
6
'
9.4
'
3'
40
'
RAMONA
D
R
PA
L
O
M
A
R
A
V
E
REMOVE (E) SSMH I06-47
PER ENG. STD. 6610
(E) 10" IN 238.70 (E) 10" OUT 238.60
INSTALL (N) SSMH I06-47
PER ENG. STD. 6610
10" IN 234.10 10" OUT 234.00
(E) SSMH I06-48 TO REMAIN
10" IN 228.00
6" IN 228.00
10" OUT 227.90
(E)
1
0
"
C
I
P
P
S
E
W
E
R
15
.
5
'
9.
5
'
REMOVE
(E) SSMH
(N) 451' - 10" HDPE SEWER
(N) 451' - 10" HDPE SEWER,
S
=
1
.
9
4
%BY OPEN TRENCHING & RE
M
O
V
E
E
X
I
S
T
I
N
G
1
0
"
V
C
P
S
E
W
E
R
STA. 94+56.87
(N) SSMH I06-47
RIM = 244.49'
10" IN 234.10' (W)
10" OUT 234.00' (E)
(N) 183' - 10" HD
P
E
S
E
W
E
R
,
S
=
3
.
2
2
%
BY PIPE BURSTI
N
G
T
H
R
O
U
G
H
E
X
I
S
T
I
N
G
STA. 96+41.48
(E) SSMH I06-48
RIM = 240.73'
10" IN 228.00' (W)
6" IN 228.00' (S)
10" OUT 227.90' (SE)
(E) GRADE
(E) 10" CIPP
S
E
W
E
R
CONNECT TO (E) SSMH
PER ENG. STD. 6610
(E) AT&T
DUCT BANK
(E) 2" GAS
REMOVE (E)
SSMH
220
225
230
235
240
245
250
255
260
92+75 93+00 93+25 93+50 93+75 94+00 94+25 94+50 94+75 95+00 95+25 95+50 95+75 96+00 96+25 96+50 96+75
220
225
230
235
240
245
250
255
260
RA
M
O
N
A
D
R
I
V
E
5
HORIZ 1" = 20'
VERT 1" = 5'
MA
T
C
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-
S
T
A
.
9
2
+
7
5
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7
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0
:
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SCALE IN FEET
20 40
CITY SPECIFICATION NO.
DATE:
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CHECKED BY:
APPROVED BY:
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BN
FEBRUARY 2022
1000019
7
APPROVED: [Mo Day, Yr]
SD SD SD
SD SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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 W W W W W W W W W W W W W W
W
W
W
W
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 T T
T
T
T
T
T
T
T
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
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
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 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
TEL
T
T
T
SS
SS
SS
SS
SS SS
SS
T
T
T
T
T
T
T
G
G
G
G
G
T
T
T
T
DS DS
DS DS
+104 24+101 00 +102 00 +103 00 +104 00
STA 101+15.08
(N) SSMH 01
RIM = 237.50'
STA 104+21.35
(N) SSMH 02
RIM = 246.12'
AB
A
N
D
O
N
(
E
)
1
0
"
V
C
P
S
E
W
E
R
(E
)
1
0
"
V
C
P
S
E
W
E
R
(E
)
1
0
"
C
I
W
A
T
E
R
(E
)
2
0
"
D
I
W
A
T
E
R
(E) 10" CI WATER
*ABANDON (E) 10" VCP SEWER
(E) TELEPHONE
(E) GAS
(N) 302' - 10" HDPE SEWER
RAMONA DR
BR
O
A
D
S
T
(E) TELEPHONE
(E) 10" CI WATER
(E) TELPHONE
(E) 2" GAS
(E)TELEPHONE
(N
)
3
2
6
'
-
1
0
"
H
D
P
E
S
E
W
E
R
(E
)
2
0
"
D
I
W
A
T
E
R
(E
)
8
"
C
I
W
A
T
E
R
(E
)
T
E
L
E
P
H
O
N
E
40
'
11
.
2
'
14
.
3
'
14
.
5
'
(N) SSMH 01
PER ENG. STD. 6610
10" IN 226.20 10" OUT 226.15
*A
B
A
N
D
O
N
(
E
)
1
0
"
V
C
P
S
E
W
E
R
*ABANDON SSMH J06-50
RIM 234.51
INV 226.74
*ABANDON SSMH J06-58
RIM 235.15
INV 225.35
10" IN 227.00
(N) SSMH 02
PER ENG. STD. 6610
10" IN 225.05
10" OUT 225.00
(E
)
G
A
S
*ABANDON (E) 10" VCP SEWER
*ABANDON (E) SEWERLINE
PER ENG. STD. 6050
*LATERAL TIE OVER BY HDD OR
OTHER APPROVED METHOD (TYP.)
(N) 3' STUB - 10" HDPE SEWER
*LATERAL TIE OVER BY HDD OR
OTHER APPROVED METHOD (TYP.)
(E
)
S
S
L
A
T
(E
)
S
S
L
A
T
(E) 10' SEWER
EASEMENT
(E
)
T
E
L
E
P
H
O
N
E
(E) TELPHONE (E) TELEPHONE
(E
)
T
E
L
E
P
H
O
N
E
PROTECT
(E) WALL
PROTECT
(E) WALL
STA. 101+15.08
(N) SSMH 01
RIM = 237.50'
10" IN 226.20' (W)
10" IN 227.00' (N)
10" OUT 226.15' (E)
STA. 104+21.35
(N) SSMH 02
RIM = 246.12'
10" IN 225.05' (W)
10" OUT 225.00' (S)
(N) 302' - 10" HDPE SEWER, S = 0.36%
BY OPEN TRENCHING(N) 3' STUB
10" HDPE SEWER, S = 0.36%
BY OPEN TRENCHING
(E) TELE
DUCT BANK
220
225
230
235
240
245
250
255
260
220
225
230
235
240
245
250
255
260
100+50 100+75 101+00 101+25 101+50 101+75 102+00 102+25 102+50 102+75 103+00 103+25 103+50 103+75 104+00 104+25 104+50 104+75
RA
M
O
N
A
D
R
I
V
E
6
HORIZ 1" = 20'
VERT 1" = 5'
0
SCALE IN FEET
20 40
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
HN
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BN
FEBRUARY 2022
1000019
7
APPROVED: [Mo Day, Yr]
SEE SHEET 7
*BID ALTERNATIVE "A" IS INDICATED BY ASTERISK*
220
225
230
235
240
245
250
255
260
220
225
230
235
240
245
250
255
260
109+50 109+75 110+00 110+25 110+50 110+75 111+00 111+25 111+50 111+75 112+00 112+25 112+50 112+75 113+00 113+25 113+50 113+75 114+00
STA. 110+08.76
(N) SSMH 02
RIM = 246.12'
10" IN 225.05' (W)
10" OUT 225.00' (S)
(E) 10" VCP SEWER
(N) 326' - 10" HDPE SEWER, S = 0.39%
BY OPEN TRENCHING
STA. 113+38.65
(N) SSMH J07-1
RIM = 230.24'
10" IN 223.70' (N)
8" IN 224.24' (N)
10" OUT 223.70' (S)(E) FIBER
DUCT BANK
2" GAS
(E) 20 DI WATER
(E) TELE
SD SD SD SD SD
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
G
G
G
G
G
G
G
G
G
G
W W W W W W W W W W
G G G G G G G G G G G G G G G G G
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
T
T
T
T
T
T
T
T T T T T T T T T T T
G
G
G
G
G
G
G
G
G
G G G
T
T T T T T T T T T T T T T T T T TT
T
T
T
T
T
T
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
T
T
T
T
T
T
G G
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
TE
L
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
T
G G G G G
G
G
G
G
G
G
G
G
G
T
T
T
T
T
T
T
G
W
W
W
W
W
W
W
W
W
T T T T T T T T T T
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
(N) 326' - 10" HDPE SEWER
+110 00 +111 00 +112 00 +113 00 +114
STA 110+08.76
(N) SSMH 02
RIM = 246.12'
RA
M
O
N
A
D
R
BROAD ST
ME
I
N
E
C
K
E
A
V
E
STA 113+38.65
(N) SSMH J07-1
RIM = 230.24'
(E) 10" CI WATER
(E) 20" DI WATER
(E) 20" DI WATER
(E) 8" CI WATER
(E
)
6
"
C
I
W
A
T
E
R
(E
)
6
"
V
C
P
S
E
W
E
R
(E) TELEPHONE
(E) 6" VCP SEWER
(E) 8"
P
V
C
S
E
W
E
R
*ABANDON (E) 1
0
"
V
C
P
S
E
W
E
R
(E) 10" VCP SEWER
(E) 18" CMP
(E) 20" DI WATER
(E
)
1
0
"
C
I
W
A
T
E
R
*A
B
A
N
D
O
N
(
E
)
1
0
"
V
C
P
S
E
W
E
R
(E
)
T
E
L
E
P
H
O
N
E
(E
)
G
A
S
(E
)
2
"
G
A
S
(E) 2" GAS
(E
)
F
I
B
E
R
D
U
C
T
B
A
N
K
(N
)
3
0
2
'
-
1
0
"
H
D
P
E
S
E
W
E
R
(E) GAS
(E
)
T
E
L
E
P
H
O
N
E
(N) 326' - 10" HDPE SEWER
(E) 20" DI WATER
(E) 8" CI WATER
(E) TELEPHONE
34
'6'
6'
9'
*ABANDON (E) 10" VCP SEWER
(N) SSMH 02
PER ENG. STD. 6610
10" IN 225.05
10" OUT 225.00
REMOVE AND REPLACE
SSMH J07-1
PER ENG. STD. 6610
10" OUT 223.7010" IN 223.70
8" IN 224.24
*REMOVE (E) SSMH I06-59
AND INSTALL (N) CO PER
DETAIL B, THIS SHEET
RIM 232.26
INV 223.81
13
'
(E) GAS
*ABANDON (E) SEWERLINE
PER ENG. STD. 6050
*ABANDON SSMH J06-58
RIM 235.15
INV 225.35
MAINTAIN ACCESS TO THE
VILLAGES AT ALL TIMES
(E
)
6
"
P
V
C
S
E
W
E
R
L
A
T
E
R
A
L
*LATERAL TIE OVER BY HDD OR
OTHER APPROVED METHOD (TYP.)
INV 223.95
(E
)
S
S
L
A
T
(E
)
S
S
L
A
T
(E) 10' SEWER
EASEMENT
(E) TELEPHONE
(E
)
T
E
L
E
P
H
O
N
E
(E) TELEPHONE
PROTECT
(E) WALL
(N) 68 LF - 6" HPDE SEWER BY
SLIPLINING PER DETAIL A, THIS SHEET
(E) 10
"
V
C
P
S
E
W
E
R
BR
O
A
D
S
T
R
E
E
T
7
HORIZ 1" = 20'
VERT 1" = 5'
SEE SHEET 6
0
SCALE IN FEET
20 40
CITY SPECIFICATION NO.
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BN
FEBRUARY 2022
1000019
7
APPROVED: [Mo Day, Yr]
SEWER SLIPLININGA
NOTES:
1. BEFORE INSTALLATION OF THE PIPE LINER, THE HOST PIPE MUST BE CLEANED AND ALL ROCKS AND
DEBRIS REMOVED.
2. SLIP LINER PIPE GRADE MUST BE MAINTAINED PARALLEL TO THE GRADE OF THE HOST PIPE. THE
LINER PIPE MUST BE HELD AT THE INVERT OF THE HOST PIPE AND BE BRACED TO PREVENT
FLOTATION OR MOTION DURING GROUTING.
3. A CONCRETE BULKHEAD MUST BE INSTALLED AT EACH OPEN END BETWEEN THE HOST PIPE AND
NEW PIPE TO PREVENT GROUT FROM FLOWING FROM THE ENDS WHILE FILLING THE ANNULAR
SPACE BETWEEN THE TWO PIPE.
3. GROUT MIX FOR ANNULAR SPACE MUST CONSIST OF LOW DENSITY FOAM, CONCRETE COMPOSED
OF WATER, CEMENTITIOUS MATERIAL AND OPTIONAL CHEMICAL ADMIXTURES. GROUT MUST HAVE A
DENSITY OF 40-80 POUNDS PER CUBIC FOOT AND STRENGTH OF 300 PSI.
4. THE ANNULAR VOID MUST BE GROUTED SOLID BY INJECTING GROUT FROM ONE END OF THE PIPE
RUN AND ALLOWING IT TO FLOW TOWARD THE OTHER END. VENTING OF THE ANNULAR VOID MUST
BE PERFORMED TO ASSURE UNIFORM FILLING OF THE VOID SPACE DURING THE GROUTING
PROCESS. PRESSURE ON THE ANNULAR VOID MUST NOT EXCEED 2 PSI TO AVOID DAMAGE TO THE
LINER PIPE.
(E) 10" VCP SEWER
(N) 6" HPDE SEWER
GROUT ANNULAR
SPACE
*BID ALTERNATIVE "A" IS INDICATED BY ASTERISK*
(E) 6" PVC LATERAL
REMOVE (E) SSMH
(N) 6" HPDE SEWER BY
SLIPLINING PER DETAIL A,
THIS SHEET
(E) 10" VCP
SEWER(N) CLEANOUT PER
ENG.STD. 6710
(N) CLEANOUTB
NOTES:
1. ALL PVC FITTINGS MUST BE GLUED
2. PVC AND HDPE CONNECTION MUST BE MADE WITH STRONG BACK RC COUPLINGS.
(N) 6" PVC (SDR 35)
PIPE AND FITTINGS