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N. To So
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
80
HIGH POINT ELEV = 174.99 NOTE: CENTER LINE SHOWN IS NOT
HIGH .POINT_ STA_ = 1+98.73 FLOW LINE OF VALLEY GUTTER. SEE
.LEY GUTTER DETAIL SHEET.6
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DATUM El"
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SEE SHEET 1820 1
SHEET INDEX
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CONSTRUCTION NOTES:
(SEE CONSTRUCTION DETAIL SHEETS 80 TO 85)
0-16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
O5 MID -STATE JUNCTION STRUCTURE PER DETAIL 102,
SHEET 85
O6 CATCH BASIN -EXTENDED SIDE OPENING WITHOUT
WEEP HOLES PER CITY STANDARD #3360
O-CATCH BASIN -SIDE OPENING PER CITY STANDARD #3350
O9 INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN
PER CITY STD. 3410 AND DETAIL 108 SHEET 84
WHEN DRAINING TO BIO-RETENTION AREA
@-STORM DRAIN MANHOLE 36" PIPE AND LARGER
PER CITY STANDARD #3510
G STORM DRAIN MANHOLE 18" TO 36" PIPE
PER CITY STANDARD #3520
29 1" WATER SERVICES PER CITY STANDARD #6210.INSTALL
PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR
FUTURE INSTALLATION OF HOUSE LATERAL.
30 TRAIL LIGHT PER CITY STANDARD 7905
0-MANIFOLD MULTIPLE 1" WATER SERVICES
PER CITY STANDARD #6260
@-FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310
LATERAL PIPE MATERIAL-8" CLASS 305 PVC
@-WATERLINE TIE-IN PER CITY STANDARD #6330
35 WATER VALVE &WELL PER CITY STANDARD #6340
@-BLOWOFF ASSEMBLY PER CITY STANDARD #6350
37 AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360
38 SEWER MANHOLE PER CITY STANDARD #6610
3g SEWER DROP MANHOLE PER CITY STANDARD #6620
41 SEWER LATERAL PER CITY STANDARD #6810.
UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE
48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR
EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE.
42 SEWER LATERAL PER CITY STANDARD #6810
43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL
49 THRUST BLOCK DETAIL PER SLO COUNTY
STANDARD W-t, SHEET 85
54 MONUMENT AND WELL PER CITY STANDARD #9020
55 SPEED TABLE PER SHEET 63
56 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD
A88A, SHEET 85 &CITY STANDARD #4440
5g PIPE CULVERT HEADWALLS, STRAIGHT AND L
PER CAL TRANS STANDARD D90, SHEET 85
60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH
BASIN FILTER INSERT PER DETAIL 80, SHEET 81
g2 BEEHIVE GRATE WITH FRAME
PER NEENAH R-2560, SHEET 80
63 MID STATE CATCH BASIN PER DETAIL, SHEET 80
G COMMERCIAL -INDUSTRIAL DRIVEWAY
PER DETAIL 93, SHEET 84
65 STREET LIGHTING -PER CITY STANDARD #7910
LED LUMINAIRE TYPE 1, ARM LENGHT=BFT
66 6" ATRIUM GRATE PER NDS 10ND-80, SHEET 80
g7 JOINT WATERLINE TRENCH
DETAIL PER DETAIL 67, SHEET SO
gg MID STATE NON -TRAFFIC RATED GRATE
70 BIO RETENTION PLANTER AREA
PER DETAIL 109, SHEET 84
71 RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81
72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81
76 STREET BARACADE PER CITY STANDARD DETAIL #7330
77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335
7g MISSION STYLE RAILING PER CITY STANDARD
DETAIL #4240. RAILING HEIGHT (G) TO BE 36".
7g FLARED END SECTION
PER CALIRANS STANDARD DETAIL #D946, SHEET 85
g0 MID STATE NON -TRAFFIC RATED GRATE WITH KRISTAR
CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81
@_3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES
PER CITY STANDARD #3420
82 INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY
STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW
SIDE OF FRONTAGE.
83 INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81
WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86
85 UTILITY LINE SEPARATION PER CITY STANDARD 6110 &
6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED
WITH SEPARATION FROM BOTH WATER AND SEWER IN
ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS.
87 CURB OPENING PER DETAIL 104, SHEET 83
88 BIORETEN110N AREA PER DETAIL 105, SHEET 83
g9 INSTALL CLEANOUT PER DETAIL 106, SHEET 84
0-INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103,
SHEET 85
91 INSTALL 6" PVC PIPE
g2 CONNECT TO CATCH BASIN
93 8" PVC CONNECTION TO SD PIPE PER DETAIL 95,
SHEET 84
g4 CONNECT TO STORM DRAIN MANHOLE
95 TRENCHING FOR 8" PVC PER CITY STANDARD #6020
0-20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
gg INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84
99 INSTALL 18' LONG TRENCH DRAIN AND GRATE PER
DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN
NOIXf9
GRAPHIC SCALE
0 10 20 40
( IN FEET )
I inch = 20 ft.
80
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
JF
APPROVED BY:
DATE:
11 /30/2015
CITY SPECIFICATION NO.
H / V SCALE RATIO
1 "=20'/1 "=4'
SHEET NO.
30 of 91
JOB NO. 135-100831-14001
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DATUM ELEV
175.00
0
PVI STA = 1 + 45
PM ELEV = 178.26
A.D. _ —1.63
K = 15.34
i 25.00' VC i
HIGH POINT ELEV = 179.89
HIGH POINT STA = 2+01.31
PVI STA = 1+98.12
PVI ELEV = 180.05
A.D. _ —5.37
K = 4.66
25.00' VC
1 +00 2+00
N3 PRIVATE DRIVEWAY
STA. 1 +00.00 - 2+40062
HORIZONTAL SCALE: 1 "=20'
VERTICAL SCALE: 1"=4'
SEE SHEET 30
III
106
109
PUBLIC UTILITY AND
ACCESS ESMT IYP.
RETAINING WALL
I I I (TYP.)
2' WIDE
I VALLEY u
GUTTER u
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STA. 1+19.489 7.25 R
INSTALL 7'X14.5 N
BIORETENTION PLANTER
TC=177.67' 1
INV=172.67'
STA. 0+90.23, 39.29 R
IE OUT FL= 170.66'
0 Uih. Rwn
W=219 L=4'9 D=1'
NON GROUTED RIP RAP
PAD INSTALLED PER SLO
COUNTY DETAIL H-5.
BACKING NO.2 RSP
PLACEMENT METHOD A.
TG=176.31"
IE OUT(SE) = 170.94!
IE IN(V) = 172.62'
8' HDPE
ILATERAL 0 1.00%
-45.0
180
170
160
Lq
O)
SEE SHEET 18
SEE SHEET 18
20
SHEET INDEX
NORTg
GRAPHIC SCALE
0 10 20 40
( IN FEET )
i inch = 20 ft.
80
200
180
175
170.00
00
0+
NOTE: CENTER LINE SHOWN IS NOT
FLOW LINE OF VALLEY GUTTER. SEE
VALLEY GUTTER DETAIL SHEET 6
7
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HIGHPOINT STA — 1+0.82
i PVI STA = 1 +63.55
A.D. _ —9.51
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ENCASE PIPE IN CONCRETE I
INSTALL RIR RAP ENERGY DISSIPATER i
PER COUNTY STANDARD DETAIL H-5.
tC) N 00 N N co
rn N . d-
r%_ rl*. 00 00 0000 ao
50 1 +00 2+00
20
�7LL vl ILL 1 1 �
NOLyy
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
190
180
175
170
c0
00
E SHET INDEX
N. T.S.
FCONSTRUCTION NOTES:
(SEE CONSTRUCTION DETAIL SHEETS 80 TO 85)
O216� WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
O5 1
MID —STATE JUNCTION STRUCTURE PER DETAIL 102,
SHEET 85
@—CATCH BASIN —EXTENDED SIDE OPENING WITHOUT
WEEP HOLES PER CITY STANDARD #3360
O—CATCH BASIN —SIDE OPENING PER CITY STANDARD #3350
G)_INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN
PER CITY STD. 3410 AND DETAIL 108 SHEET 84
WHEN DRAINING TO BIO—RETENTION AREA
@—STORM DRAIN MANHOLE 36" PIPE AND LARGER
PER CITY STANDARD #3510
G STORM DRAIN MANHOLE 18" TO 36" PIPE
PER CITY STANDARD #3520
29 1" WATER SERVICES PER CITY STANDARD #6210. INSTALL
PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR
FUTURE INSTALLATION OF HOUSE LATERAL.
30 TRAIL LIGHT PER CITY STANDARD 7905
31 MANIFOLD MULTIPLE 1" WATER SERVICES
PER CITY STANDARD #6260
@—FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310
LATERAL PIPE MATERIAL-8" CLASS 305 PVC
33 WATERLINE TIE—IN PER CITY STANDARD #6330
35 WATER VALVE &WELL PER CITY STANDARD #6340
@—BLOWOFF ASSEMBLY PER CITY STANDARD /E6350
37 AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360
@—SEWER MANHOLE PER CITY STANDARD #6610
39 SEWER DROP MANHOLE PER CITY STANDARD #6620
4� SEWER LATERAL PER CITY STANDARD #6810.
UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE
48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR
EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE.
42 SEWER LATERAL PER CITY STANDARD #6810
43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL
49 THRUST BLOCK DETAIL PER SLO COUNTY
STANDARD W-1, SHEET 85
54 MONUMENT AND WELL PER CITY STANDARD #9020
55 SPEED TABLE PER SHEET 63
56 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD
A88A, SHEET 85 &CITY STANDARD #4440
5g PIPE CULVERT HEADWALLS, STRAIGHT AND L
PER CAL TRANS STANDARD D90, SHEET 85
60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH
BASIN FILTER INSERT PER DETAIL 80, SHEET 81
g2 BEEHIVE GRATE WITH FRAME
PER NEENAH R-2560, SHEET 80
63 MID STATE CATCH BASIN PER DETAIL, SHEET 80
g4 COMMERCIAL —INDUSTRIAL DRIVEWAY
PER DETAIL 93, SHEET 84
65 STREET LIGHTING —PER CITY STANDARD #7910
LED LUMINAIRE TYPE 1, ARM LENGHT=8FT
66 6" ATRIUM GRATE PER NDS 10ND-80, SHEET 80
g7 JOINT WATERLINE TRENCH
DETAIL PER DETAIL 67, SHEET 80
gg MID STATE NON —TRAFFIC RATED GRATE
70 BIO RETENTION PLANTER AREA
PER DETAIL 109, SHEET 84
71 RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81
72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81
7g STREET BARACADE PER CITY STANDARD DETAIL #7330
77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335
7g MISSION STYLE RAILING PER CITY STANDARD
DETAIL #4240. RAILING HEIGHT (G) TO BE 36".
7g FLARED END SECTION
PER CALTRANS STANDARD DETAIL #D94B, SHEET 85
gp MID STATE NON —TRAFFIC RATED GRATE WITH KRISTAR
CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81
81 3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES
PER CITY STANDARD #3420
82 INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY
STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW
SIDE OF FRONTAGE.
g3 INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81
WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86
g5 UTILITY LINE SEPARATION PER CITY STANDARD 6110 &
6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED
WITH SEPARATION FROM BOTH WATER AND SEWER IN
ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS.
87 CURB OPENING PER DETAIL 104, SHEET 83
gg BIORETENTION AREA PER DETAIL 105, SHEET 83
gg INSTALL CLEANOUT PER DETAIL 106, SHEET 84
90 INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103,
SHEET 85
91 INSTALL 6" PVC PIPE
g2 CONNECT TO CATCH BASIN
93 8" PVC CONNECTION TO SD PIPE PER DETAIL 95,
SHEET 84
g4 CONNECT TO STORM DRAIN MANHOLE
95 TRENCHING FOR 8" PVC PER CITY STANDARD #6020
0-20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
gg INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84
99 INSTALL 18' LONG TRENCH DRAIN AND GRATE PER
DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN
F ESS /
0
s
,1; No. 79
EXP: —3 —17 `0
O
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DESIGNED BY:
CZ
DRAWN BY:
ENEM
CHECKED BY:
JF
APPROVED BY:
DATE:
11 /30/2015
CITY SPECIFICATION NO.
H / V SCALE RATIO
1 "= 20' /1 "= 4'
SHEET NO.
of91
JOB NO. 135 ,100831-14001 1
LOW POINT ELEV = 197.90
LOW POINT STA = 1+10.12
210
W N
200
DATUM ELEV
190.00
rn
HIGH POINT ELEV = 200.46
HIGH POINT STA = 1+73.20
PVI STA = 1 +69.56
PVI ELEV = 200.64
A.D. _ -6.20
V _ And
1 +00 2+00
N5 DRIVEWAY
STA. 1 +00.00 - 2+47047
HORIZONTAL SCALE: 1 "=20'
VERTICAL SCALE: 1 "=4'
INSTALL 2'X2' DI
i
Pueuc u11un AND
ACCESS ESMT TV.
7 WIDE
VALLEY
�r=u GUTTER
ft/TG=198.46 125 IE OUT (N) = 1
IE=192.23
rn
(V'
a
a
i.i
U
0
0000
O
O
LO
Cn
00
0
210
190
No
0
0
N
STA. 2+12.351 5.97 R
Q" tU ff W A V UINr
20
SHEET INDEX
SEE SHEET 20
003
N A o It� o CA (.0
SEE SHEET 20
Now
N.T.S.
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
80
201
19(
DATUM ELEV
.185.00
83
1 +00
STA. 1 +23.94, 59.81 JL
IE OUT = 191.00
z.
Jv
�0 STA. 1+46.97, 7.75 L
INSTALL 4.5'N%.--N
BIORETENTION PLANTER
TC=199.14
INV=194.14'
L 2'X2' JUNCTION BOX
STA. 1 +40.16, 0.00 R
TG=196.82
IE IN (NE)=192.12 `
IE IN (NE)=193.93
IE OUT (SE)=192.12 `
139
NOTE: CENTER LINE SHOWN IS NOT
FLOW LINE OF VALLEY GUTTER. SEE
VALLEY GUTTER DETAIL SHEET 6.
HIGH POINT ELEV = 201.09
HIGH POINT STA = 2+43.31
!'\t I. 0%Tr A I 1 .I
2+00
N6 DRIVEWAY
STA. 1 +00.00 - 2+85581
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=4'
-oL 12" DIA ROCK
W=3', L=69, D=1.25'
® NON GROUTED RIP RAP
PAD INSTALLED PER SLO COUNTY DETAIL H-5.
.s BACKING NO. 2 RSP PLACEMENT METHOD A.
VALL
000,
8' HDPE INJIALL UI
0000 PVT gp STA. 1+62809 76.!
10.439: FL/TG=193.11
140 _ IE OUT=189.86
136
SEE SHEET 33
,J GRAPHIC SCALE
20 0 10 20 40
( IN FEET }
1 inch = 20 ft.
80
SEE SHEET 21
SEE SHEET 21
200
190
SHEET INDEX
N. To
CONSTRUCTION NOTES:
(SEE CONSTRUCTION DETAIL SHEETS 80 TO 85)
O 16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
O5 MID -STATE JUNCTION STRUCTURE PER DETAIL 102,
SHEET 85
O6 CATCH BASIN -EXTENDED SIDE OPENING WITHOUT
WEEP HOLES PER CITY STANDARD #3360
O-CATCH BASIN -SIDE OPENING PER CITY STANDARD #3350
O9 INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN
PER CITY STD. 3410 AND DETAIL 108 SHEET 84
WHEN DRAINING TO BIO-RETENTION AREA
@-STORM DRAIN MANHOLE 36" PIPE AND LARGER
PER CITY STANDARD #3510
11 STORM DRAIN MANHOLE 18" TO 36" PIPE
PER CITY STANDARD #3520
29 1" WATER SERVICES PER CITY STANDARD #6210. INSTALL
PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR
FUTURE INSTALLATION OF HOUSE LATERAL.
@-TRAIL LIGHT PER CITY STANDARD 7905
@-MANIFOLD MULTIPLE 1" WATER SERVICES
PER CITY STANDARD #6260
32 FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310
LATERAL PIPE MATERIAL-8" CLASS 305 PVC
33 WATERLINE TIE-IN PER CITY STANDARD #6330
35 WATER VALVE &WELL PER CITY STANDARD #6340
@-BLOWOFF ASSEMBLY PER CITY STANDARD #6350
@-AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360
38 SEWER MANHOLE PER CITY STANDARD #6610
39 SEWER DROP MANHOLE PER CITY STANDARD #6620
4� SEWER LATERAL PER CITY STANDARD #6810.
UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE
48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR
EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE.
@-SEWER LATERAL PER CITY STANDARD #6810
43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL
49 THRUST BLOCK DETAIL PER SLO COUNTY
STANDARD W-1, SHEET 85
54 MONUMENT AND WELL PER CITY STANDARD #9020
55 SPEED TABLE PER SHEET 63
56 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD
A88A, SHEET 85 &CITY STANDARD #4440
5g PIPE CULVERT HEADWALLS, STRAIGHT AND L
PER CAL TRANS STANDARD D90, SHEET 85
60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH
BASIN FILTER INSERT PER DETAIL 80, SHEET 81
g2 BEEHIVE GRATE WITH FRAME
PER NEENAH R-2560, SHEET 80
63 MID STATE CATCH BASIN PER DETAIL, SHEET 80
64 COMMERCIAL -INDUSTRIAL DRIVEWAY
PER DETAIL 93, SHEET 84
65 STREET LIGHTING -PER CITY STANDARD #7910
LED LUMINAIRE TYPE 1, ARM LENGHT=8FT
66 6" ATRIUM GRATE PER NDS 10ND-80, SHEET 80
g7 JOINT WATERLINE TRENCH
DETAIL PER DETAIL 67, SHEET 80
gg MID STATE NON -TRAFFIC RATED GRATE
@-PER
BIO RETENTION PLANTER AREA
DETAIL 109, SHEET 84
7� RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81
72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81
7g STREET BARACADE PER CITY STANDARD DETAIL #7330
77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335
7g MISSION STYLE RAILING PER CITY STANDARD
DETAIL #4240. RAILING HEIGHT (G) TO BE 36".
7g FLARED END SECTION
PER CALTRANS STANDARD DETAIL #D946, SHEET 85
gp MID STATE NON -TRAFFIC RATED GRATE WITH KRISTAR
CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81
@_3" WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES
PER CITY STANDARD #3420
82 INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY
STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW
SIDE OF FRONTAGE.
83 INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81
WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86
g5 UTILITY LINE SEPARATION PER CITY STANDARD 6110 &
6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED
WITH SEPARATION FROM BOTH WATER AND SEWER IN
ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS.
87 CURB OPENING PER DETAIL 104, SHEET 83
gg BIORETENTION AREA PER DETAIL 105, SHEET 83
gg INSTALL CLEANOUT PER DETAIL 106, SHEET 84
0INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103,
SHEET 85
91 INSTALL 6" PVC PIPE
g2 CONNECT TO CATCH BASIN
93 8" PVC CONNECTION TO SD PIPE PER DETAIL 95,
SHEET 84
g4 CONNECT TO STORM DRAIN MANHOLE
95 TRENCHING FOR 8" PVC PER CITY STANDARD #6020
97 20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
gg INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84
99 INSTALL 18' LONG TRENCH DRAIN AND GRATE PER
DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN
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APPROVED BY:
DATE:
11 /30/2015
CISPECIFICATION NO.
H / V SCALE RATIO
1 =20p/l "=4'
SHEET NO.
32 of
91
JOB NO. 135-100831-14001
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HIGH POINT ELEV = 196.25
20(
19C
DATUM ELEV
185.00
1 +00 2+00
N7 PRIVATE DRIVEWAY
STA. 1 +00300 - 2+39084
HORIZONTAL SCALE: 1 "=20'
VERTICAL SCALE: 1 "=4'
SEE SHEET 32
MMMIMMO
141
14
143
144 010.00%
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SEE THIS SHEET
200
190
185
0000
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SEE SHEET 21
M MI-MIM M M
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SEE SHEET 21
20
YsTREEr
SHEET INDEX
N.T.S.
NOTE: CENTER LINE SHOWN IS NOT
FLOW LINE OF VALLEY GUTTER. SEE
VALLEY GUTTER DETAIL SHEET 6
117
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
80
20(
19(
DA?71M ELEV
180.00
HIGH POINT ELEV = 194.71
HIGH POINT STA = 1 +98.87
PVI STA = 1+98.32
N
PVI STA = 1 +44.87 PVI ELEV = 194.84
00
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»
15 LF — 12 HDPE_
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200
190
1+00
2+00
N8 PRIVATE
DRIVEWAY
STA.
1 +00.00 — 4+75000
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1 "=4'
SEE THIS SHEET
SEE SHEET 21
135
8" HDPE
PVT SD
010.00%
130 .
144
INSTALL DI
STA. 1+24.139 91.85 L
�
66 —� R �+71.86
FL/TG=191.38
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IE OUT=184.28
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PVT
INSTALL 2'X2' DI
STA. 1+05.779 95.64 L
CENTERLINE INTERSECTION ? � • .
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SD
FL/RIM=186.88
STA. 2+40.82 'N8' PVT DRIVEWAY �
IE=182.58 134
STA. 14+41.04 'N' STREET
131
145 rn
INSTALL 2'X2' DI
a. PUBLIC UTILITY AND : �
N ACCESS ESMT TYP.
a
+
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IE=180.65
+� Q
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INSTALL 2X2' DI
STA. 1+15.429 0.00 R
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PER TRACT 2428 PHASE III,
I ANAL MAP �:•
'
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N.T.S.
CONSTRUCTION NOTES:
(SEE CONSTRUCTION DETAIL SHEETS 80 TO 85)
(2 16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
O5 MID —STATE JUNCTION STRUCTURE PER DETAIL 102,
SHEET 85
@-CATCH BASIN — EXTENDED SIDE OPENING WITHOUT
WEEP HOLES PER CITY STANDARD #3360
— AR 3350
O—CATCH BASIN SIDE OPENING PER
CITY STAND D
G)_INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN
PER CITY STD. 3410 AND DETAIL 108 SHEET 84
WHEN DRAINING TO BIO—RETENTION AREA
@—STORM DRAIN MANHOLE 36" PIPE AND LARGER
PER CITY STANDARD #3510
G STORM DRAIN MANHOLE 18" TO 36" PIPE
PER CITY STANDARD #3520
29 1" WATER SERVICES PER CITY STANDARD #6210. INSTALL
PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR
FUTURE INSTALLATION OF HOUSE LATERAL.
30 TRAIL LIGHT PER CITY STANDARD 7905
31 MANIFOLD MULTIPLE 1" WATER SERVICES
PER CITY STANDARD #6260
32 FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310
LATERAL PIPE MATERIAL-8" CLASS 305 PVC
33 WATERLINE TIE—IN PER CITY STANDARD #6330
35 WATER VALVE & WELL PER CITY STANDARD #6340
36 BLOWOFF ASSEMBLY PER CITY STANDARD #6350
37 AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360
38 SEWER MANHOLE PER CITY STANDARD #6610
39 SEWER DROP MANHOLE PER CITY STANDARD #6620
41 SEWER LATERAL PER CITY STANDARD #6810.
UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE
48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR
EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE.
42 SEWER LATERAL PER CITY STANDARD #6810
43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL
49 THRUST BLOCK DETAIL PER SLO COUNTY
STANDARD W-1, SHEET 85
54 MONUMENT AND WELL PER CITY STANDARD #9020
55 SPEED TABLE PER SHEET 63
56
CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD
O # A88A, SHEET 85 & CITY STANDARD 4440
58 PIPE CULVERT HEADWALLS, STRAIGHT AND L
PER CAL TRANS STANDARD D90, SHEET 85
60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH
BASIN FILTER INSERT PER DETAIL 80, SHEET 81
62 BEEHIVE GRATE WITH FRAME
PER NEENAH R-2560, SHEET 80
63 MID STATE CATCH BASIN PER DETAIL, SHEET 80
G COMMERCIAL —INDUSTRIAL DRIVEWAY
PER DETAIL 93, SHEET 84
65 STREET LIGHTING — PER CITY STANDARD #7910
LED LUMINAIRE TYPE 1, ARM LENGHT=8FT
66 6" ATRIUM GRATE PER NDS 1OND-80, SHEET 80
67 JOINT WATERLINE TRENCH
DETAIL PER DETAIL 67, SHEET 80
68 MID STATE NON —TRAFFIC RATED GRATE
70 BIO RETENTION PLANTER AREA
PER DETAIL 109, SHEET 84
71 RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81
72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81
76 STREET BARACADE PER CITY STANDARD DETAIL #7330
77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335
78 MISSION STYLE RAILING PER CITY STANDARD
DETAIL #4240. RAILING HEIGHT (G) TO BE 36".
79 FLARED END SECTION
PER CALTRANS STANDARD DETAIL #D94B, SHEET 85
gp MID STATE NON —TRAFFIC RATED GRATE WITH KRISTAR
CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81
81 3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES
PER CITY STANDARD #3420
82 INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY
0
STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW
SIDE OF FRONTAGE.
83
INSTALL ROLLMAX BION T C124 PER DET
AIL 82 SHEET 81 E
O
WITH MULEFAT LIVE STAKES PER DETAIL 105 SHEET 86
0 85
UTILITY LE IN SEPARATION PER CITY STANDARD 6110 &
614 CYCLED MAINS SHALL ALSO BE 0 R E CONSTRUCTED
WITH SEPARATION FROM BOTH WATER AND SEWER IN
ACCORDANCE WITH THE ABOVE MENTIONED
STANDARDS.
87 CURB OPENING PER DETAIL 104, SHEET 83
88 BIORETENTION AREA PER DETAIL 105, SHEET 83
gg INSTALL CLEANOUT PER DETAIL 106, SHEET 84
90 INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103,
SHEET 85
91 INSTALL 6" PVC PIPE
92 CONNECT TO CATCH BASIN
93 8" PVC CONNECTION TO SD PIPE PER DETAIL 95,
SHEET 84
gq CONNECT TO STORM DRAIN MANHOLE
95 TRENCHING FOR 8" PVC PER CITY STANDARD #6020
97 20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
98 INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84
99 INSTALL 18' LONG TRENCH DRAIN AND GRATE PER
DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN
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MENNEN INS
( IN FEET )
1 inch = 20 ft.
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CHECKED BY:
JF
APPROVED BY:
DATE:
11 /30/2015
CITY SPECIFICATION NO.
H / V SCALE RATIO
1 "= 20' /1 "= 4'
SHEET NO.
33 of 91
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HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=4'
SEE SHEET 22
200
195
190
185
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CONSTRUCTION NOTES:
(SEE CONSTRUCTION DETAIL SHEETS 80 TO 85)
O 16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
O5 MID —STATE JUNCTION STRUCTURE PER DETAIL 102,
SHEET 85
@—CATCH BASIN —EXTENDED SIDE OPENING WITHOUT
WEEP HOLES PER CITY STANDARD #3360
O—CATCH BASIN —SIDE OPENING PER CITY STANDARD #3350
(D—INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN
PER CITY STD. 3410 AND DETAIL 108 SHEET 84
WHEN DRAINING TO BIO—RETENTION AREA
@—STORM DRAIN MANHOLE 36" PIPE AND LARGER
PER CITY STANDARD #3510
11 STORM DRAIN MANHOLE 18" TO 36" PIPE
PER CITY STANDARD #3520
29 1" WATER SERVICES PER CITY STANDARD #6210. INSTALL
PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR
FUTURE INSTALLATION OF HOUSE LATERAL.
@—TRAIL LIGHT PER CITY STANDARD 7905
@—MANIFOLD MULTIPLE 1" WATER SERVICES
PER CITY STANDARD #6260
@—FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310
LATERAL PIPE MATERIAL-8" CLASS 305 PVC
@—WATERLINE TIE—IN PER CITY STANDARD #6330
35 WATER VALVE &WELL PER CITY STANDARD #6340
@—BLOWOFF ASSEMBLY PER CITY STANDARD #6350
37 AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360
38 SEWER MANHOLE PER CITY STANDARD #6610
3g SEWER DROP MANHOLE PER CITY STANDARD #6620
4� SEWER LATERAL PER CITY STANDARD #6810.
UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE
48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR
EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE.
@—SEWER LATERAL PER CITY STANDARD #6810
43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL
49 THRUST BLOCK DETAIL PER SLO COUNTY
STANDARD W-1, SHEET 85
54 MONUMENT AND WELL PER CITY STANDARD #9020
55 SPEED TABLE PER SHEET 63
56 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD
A88A, SHEET 85 &CITY STANDARD #4440
5g PIPE CULVERT HEADWALLS, STRAIGHT AND L
PER CAL TRANS STANDARD D90, SHEET 85
60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH
BASIN FILTER INSERT PER DETAIL 80, SHEET 81
g2 BEEHIVE GRATE WITH FRAME
PER NEENAH R-2560, SHEET 80
63 MID STATE CATCH BASIN PER DETAIL, SHEET 80
g4 COMMERCIAL —INDUSTRIAL DRIVEWAY
PER DETAIL 93, SHEET 84
65 STREET LIGHTING —PER CITY STANDARD #7910
LED LUMINAIRE TYPE 1, ARM LENGHT=8FT
66 6" ATRIUM GRATE PER NDS 1OND-80, SHEET 80
67 JOINT WATERLINE TRENCH
DETAIL PER DETAIL 67, SHEET 80
gg MID STATE NON —TRAFFIC RATED GRATE
7p BIO RETENTION PLANTER AREA
PER DETAIL 109, SHEET 84
7� RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81
72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81
76 STREET BARACADE PER CITY STANDARD DETAIL #7330
77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335
7g MISSION STYLE RAILING PER CITY STANDARD
DETAIL #4240. RAILING HEIGHT (G) TO BE 36".
739 FLARED END SECTION
PER CAI.TRANS STANDARD DETAIL #D946, SHEET 85
gp MID STATE NON —TRAFFIC RATED GRATE WITH KRISTAR
CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81
8_3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES
PER CITY STANDARD #3420
@—INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY
STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW
SIDE OF FRONTAGE.
g3 INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81
WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86
g5 UTILITY LINE SEPARATION PER CITY STANDARD 6110 &
6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED
WITH SEPARATION FROM BOTH WATER AND SEWER IN
ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS.
87 CURB OPENING PER DETAIL 104, SHEET 83
88 BIORETENTION AREA PER DETAIL 105, SHEET 83
gg INSTALL CLEANOUT PER DETAIL 106, SHEET 84
90 INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103,
SHEET 85
91 INSTALL 6" PVC PIPE
g2 CONNECT TO CATCH BASIN
93 8" PVC CONNECTION TO SD PIPE PER DETAIL 95,
SHEET 84
g4 CONNECT TO STORM DRAIN MANHOLE
95 TRENCHING FOR 8" PVC PER CITY STANDARD #6020
97 20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
gg INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84
99 INSTALL 18' LONG TRENCH DRAIN AND GRATE PER
DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN
FB NO. 135-100831-14001
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CITY SPECIFICATION NO.
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SW DRAINAGE
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HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=4'
SEE SHEET 12
SEE SHEET 12
20
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SHEET INDEX
1 r
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CONSTRUCTION NOTES:
(SEE CONSTRUCTION DETAIL SHEETS 80 TO 85)
0-16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
O5 MID —STATE JUNCTION STRUCTURE PER DETAIL 102,
SHEET 85
O6 CATCH BASIN —EXTENDED SIDE OPENING WITHOUT
WEEP HOLES PER CITY STANDARD #3360
O CATCH BASIN —SIDE OPENING PER CITY STANDARD #3350
O9 INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN
PER CITY STD. 3410 AND DETAIL 108 SHEET 84
WHEN DRAINING TO BIO—RETENTION AREA
@—STORM DRAIN MANHOLE 36" PIPE AND LARGER
PER CITY STANDARD #3510
0—STORM DRAIN MANHOLE 18" TO 36" PIPE
PER CITY STANDARD #3520
@—l" WATER SERVICES PER CITY STANDARD #6210.INSTALL
PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR
FUTURE INSTALLATION OF HOUSE LATERAL.
@—TRAIL LIGHT PER CITY STANDARD 7905
@—MANIFOLD MULTIPLE 1" WATER SERVICES
PER CITY STANDARD #6260
32 FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310
LATERAL PIPE MATERIAL-8" CLASS 305 PVC
33 WATERLINE TIE—IN PER CITY STANDARD #6330
@—WATER VALVE &WELL PER CITY STANDARD #6340
@—BLOWOFF ASSEMBLY PER CITY STANDARD #6350
37 AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360
@—SEWER MANHOLE PER CITY STANDARD #6610
39 SEWER DROP MANHOLE PER CITY STANDARD #6620
4� SEWER LATERAL PER CITY STANDARD #6810.
UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE
48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR
EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE.
@—SEWER LATERAL PER CITY STANDARD #6810
43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL
4g THRUST BLOCK DETAIL PER SLO COUNTY
STANDARD W-1, SHEET 85
54 MONUMENT AND WELL PER CITY STANDARD #9020
55 SPEED TABLE PER SHEET 63
56 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD
A88A, SHEET 85 &CITY STANDARD #4440
$g PIPE CULVERT HEADWALLS, STRAIGHT AND L
PER CAL TRANS STANDARD D90, SHEET 85
60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH
BASIN FILTER INSERT PER DETAIL 80, SHEET 81
g2 BEEHIVE GRATE WITH FRAME
PER NEENAH R-2560, SHEET 80
63 MID STATE CATCH BASIN PER DETAIL, SHEET 80
64 COMMERCIAL —INDUSTRIAL DRIVEWAY
PER DETAIL 93, SHEET 84
65 STREET LIGHTING —PER CITY STANDARD #7910
LED LUMINAIRE TYPE 1, ARM LENGHT=8FT
66 6" ATRIUM GRATE PER NDS 10ND-80, SHEET 80
67 JOINT WATERLINE TRENCH
DETAIL PER DETAIL 67, SHEET 80
68 MID STATE NON —TRAFFIC RATED GRATE
7p BIO RETENTION PLANTER AREA
PER DETAIL 109, SHEET 84
7� RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81
72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81
7g STREET BARACADE PER CITY STANDARD DETAIL #7330
77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335
7g MISSION STYLE RAILING PER CITY STANDARD
DETAIL #4240. RAILING HEIGHT (G) TO BE 36.
7g FLARED END SECTION
PER CALTRANS STANDARD DETAIL #D946, SHEET 85
gp MID STATE NON —TRAFFIC RATED GRATE WITH KRISTAR
CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81
@_3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES
PER CITY STANDARD #3420
@—INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY
STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW
SIDE OF FRONTAGE.
g3 INSTALL ROILMAX BIONET C124 PER DETAIL 82, SHEET 81
WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86
g5 UTILITY LINE SEPARATION PER CITY STANDARD 6110 &
6140. RECYCLED MAINS SHALL ALSO 8E CONSTRUCTED
WITH SEPARATION FROM BOTH WATER AND SEWER IN
ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS.
87 CURB OPENING PER DETAIL 104, SHEET 83
gg BIORETENTION AREA PER DETAIL 105, SHEET 83
8g INSTALL CLEANOUT PER DETAIL 106, SHEET 84
0—INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103,
SHEET 85
@—INSTALL 6" PVC PIPE
g2 CONNECT TO CATCH BASIN
93 8" PVC CONNECTION TO SD PIPE PER DETAIL 95,
SHEET 84
g4 CONNECT TO STORM DRAIN MANHOLE
95 TRENCHING FOR 8" PVC PER CITY STANDARD #6020
97 20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
gg INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84
99 INSTALL 18' LONG TRENCH DRAIN AND GRATE PER
DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN
APHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
80
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L DISSIPATOR PER )ETAIL 85,
_ au.. �-- .......� .�y�..u.�...�..���.a���.Nb ---- .�a.
o Lo CD rM CD�n
� � co c`to
co
-00
f INSTALL RIPS
ENERGY" DISSIPA-TOR PER
�.Tf pETAIL 86, SHEET 82
z+oo
SE DRAINAGE
STA. 1+00.00 - 2+75m00
HORIZONTAL SCALE: 1 "=20'
VERTICAL SCALE: 1 "=4'
SEE SHEET 13
SEE SHEET 13
20
}IORTa
GRAPHIC SCALE
0 10 20 40
( IN FEET)
1 inch = 20 ft.
170
.e
�i
150
3+00
:rf
=.ate
8�3
3+00
4 x.4!-,CATCH BASIL
TANGULAR ATRRMM GRATE 6 71.
3.95, 0.00 �E' DRAINAGE=�
i
SHEET INDEX
CONSTRUCTION NOTES:
(SEE CONSTRUCTION DETAIL SHEETS 80 TO 85)
Q-16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
O5 MID -STATE JUNCTION STRUCTURE PER DETAIL 102,
SHEET 85
O6 CATCH BASIN -EXTENDED SIDE OPENING WITHOUT
WEEP HOLES PER CITY STANDARD #3360
O—CATCH BASIN -SIDE OPENING PER CITY STANDARD #3350
O9 INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN
PER CITY STD. 3410 AND DETAIL 108 SHEET 84
WHEN DRAINING TO BIO-RETENTION AREA
@—STORM DRAIN MANHOLE 36" PIPE AND LARGER
PER CITY STANDARD #3510
11 STORM DRAIN MANHOLE 18" TO 36" PIPE
PER CITY STANDARD #3520
29 1" WATER SERVICES PER CITY STANDARD #6210. INSTALL
PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR
FUTURE INSTALLATION OF HOUSE LATERAL.
30 TRAIL LIGHT PER CITY STANDARD 7905
31 MANIFOLD MULTIPLE 1" WATER SERVICES
PER CITY STANDARD #6260
@—FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310
LATERAL PIPE MATERIAL-8" CLASS 305 PVC
33 WATERLINE TIE-IN PER CITY STANDARD #6330
35 WATER VALVE &WELL PER CITY STANDARD #6340
@—BLOWOFF ASSEMBLY PER CITY STANDARD #6350
37 AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360
38 .SEWER MANHOLE PER CITY STANDARD #6610
39 SEWER DROP MANHOLE PER CITY STANDARD #6620
4� SEWER LATERAL PER CITY STANDARD #6810.
UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE
48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR
EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE.
42 SEWER LATERAL PER CITY STANDARD #6810
43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL
4g THRUST BLOCK DETAIL PER SLO COUNTY
STANDARD W-1, SHEET 85
54 MONUMENT AND WELL PER CITY STANDARD #9020
55 SPEED TABLE PER SHEET 63
56 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD
A88A, SHEET 85 &CITY STANDARD #4440
5g PIPE CULVERT HEADWALLS, STRAIGHT AND L
PER CAL TRANS STANDARD D90, SHEET 85
60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH
BASIN FILTER INSERT PER DETAIL 80, SHEET 81
g2 BEEHIVE GRATE WITH FRAME
PER NEENAH R-2560, SHEET 80
63 MID STATE CATCH BASIN PER DETAIL, SHEET 80
g4 COMMERCIAL -INDUSTRIAL DRIVEWAY
PER DETAIL 93, SHEET 84
65 STREET LIGHTING -PER CITY STANDARD #7910
LED LUMINAIRE TYPE 1, ARM LENGHT=8FT
66 6" ATRIUM GRATE PER NDS 10ND-80, SHEET SO
67 JOINT
LWPER WATERLINE TRENCH
HEET 80
gg MID STATE NON -TRAFFIC RATED GRATE
70 BIO RETENTION PLANTER AREA
PER DETAIL 109, SHEET 84
7� RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81
72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81
7g STREET BARACADE PER CITY STANDARD DETAIL #7330
77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335
7g MISSION STYLE RAILING PER CITY STANDARD
DETAIL #4240. RAILING HEIGHT (G) TO BE 36".
7g FLARED END SECTION
PER CALTRANS STANDARD DETAIL #D946, SHEET 85
80 MID STATE NON -TRAFFIC RATED GRATE WITH KRISTAR
CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81
81 3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES
PER CITY STANDARD #3420
82 INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY
STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW
SIDE OF FRONTAGE.
g3 INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81
WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86
g5 UTILITY LINE SEPARATION PER CITY STANDARD 6110 &
6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED
WITH SEPARATION FROM BOTH WATER AND SEWER IN
ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS.
87 CURB OPENING PER DETAIL 104, SHEET 83
gg BIORETENTION AREA PER DETAIL 105, SHEET 83
g9 INSTALL CLEANOUT PER DETAIL 106, SHEET 84
90 INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103,
SHEET 85
91 INSTALL 6" PVC PIPE
g2 CONNECT TO CATCH BASIN
93 8" PVC CONNECTION TO SD PIPE PER DETAIL 95,
SHEET 84
94 CONNECT TO STORM DRAIN MANHOLE
95 TRENCHING FOR 8" PVC PER CITY STANDARD #6020
97 20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
gg INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84
99 INSTALL 18' LONG TRENCH DRAIN AND GRATE PER
DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN
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DESIGNED BY.
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APPROVED BY:
DATE:
11 /30/2015
CITY SPECIFICATION NO.
H / V SCALE RATIO
1 "=20'/1 "=4'
SHEET NO.
36
of 1 9
1 JOB NO. 135-100831-14001 1
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I I PVI LEV = 1153.14 �
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t
rnLO^cs
LC
o cv
co cD r : M Cl un '.4
,n ,o�. un Ln Ln Ln 'n LC
f 00
15+00
CALLE MALVA
160
50
W N
Z �
J W
= W
U =
H cl)
� W
140
135
i
16+00 16+39.49
CALLE MALVA IMPROVEMENTS m 14+ 0 16+21 049
PER SEPARATE PERMIT HORIZONTAL SCALE: 1 "=20'
VERTICAL SCALE: 1 "=4'
SEE SHEET 12
__j
EXISTING IMPROVEMENTS OF CALLE 15
� INSTALL SDMH 11 6 • .
MALVA IN TRACT 400 INCLUDING DRAIN GE STA. 14+87.67, 35.09E _ O N
SEWER AND STORM DRAIN ESMT _ RIM FL-146.32' +
SHALL BE REVISED TO ACCOMODATE
G = :k.
IE OUT(E) 142.50' :• , . o
CALLE MALVA PER TRACT 2428 _ 18" HDPE 9 STA. 16+26.379 10.09 L
N WATER MAININTX'
EX Sll z
G LATERAL ®1.50� N ( 00
1 INSTALL 8 x8 x8 TEE co
EXIST. SSMH 10 DRAINAGE "AI I INSTALL CB, OPENING=3.00
EASEMENT 7 INSTALL 8' VALVE (3)a �
STA. 14+75.43, 3.05L STA. 14+84.48, 18.00E INSTALL THRUST B.00KS w -
RIM - 148.20 �--- z TC=148.83 INSTALL SSMH
_�
X.
;. 9
1 STA. 16+13.559 3.12E :: IE IN (W)= 142.24 IE IN (N)= 144.15°O N
� - ` 2 - I .. �"
z IE OUT (S) - 140.26 IE OUT(E) - 142.14 RIM - 154.2T-
18" HDPE IE IN (E)= 147.69 . ,
REMOVE &REPLACE 0.86Z................ IE:::.IN:::(W)-.,...147.69':......... .............: :f .. •• . • : ... • •• � a
� � � � IE OUT(S)= 147.592 P.U.E. EXISTING CURB, GUTTER STA. 14+79.941 9.07 L N
SIDEWALK &PAVING
REMOVE BLOWOFF }?
� ....
C/) �CONNECT TO EXIST. f..:. .
Z 8 CIP WATER MAIN:::::r:.:_ti:?:::- ao
V :..
'Q USE 8" FJXMJ CONNECTION t
LL . MATCH EXISTING :. .
U. CL BSW=146.3E
MATCH EXISTING --------
SS CROSSES 0.78 ABOVE SD CATJE VA
.,
Q TC=146.2E EXIST. 8" CIP WATER STA. 14+87.48 3.15 L $»WL
w w FL=145.7E �' CN
REMOVE EX. SSCO AND CONNECT TO
-j DR 17 HDPE SS � " �
EXIST. 8 S EXIST. 8 HDPE SEWER PIPE
Cl) Q w _ 00'38 08 E S00'22'22"E 139.49' 8 SS ®2.49� a 16+00 W
-- '
128.01' + 1.5i; 0. REPLAN STA. 14+94.82 9.82 R N `CENTERLINE INTERSECTION w
Z 0----,-i SAWCUT�PAVING REMOVE PLUG AND CONNECT TO w (��)STA.•'t 16+21.49 CALLE MALVA= _
w MATCH EXISTING .
=� -� TC=146.1 f EXTENTS STA. 14+81.99, O.00R EXIST. 48" HDPE STORMDRAIN STUB :STA. 2+68.43 'S' STREET
DEXIST. 48 HDPE SD .
-J FL=145.6E + 8.00 R 48 SD @ l3ffo k W
L.1J 'Q UNDERSIDEWALK DRAIN 2X 81 L.LJ
V _ . . ; . U)
O MATCH EXISTING _ - HEADWAL-, PER: SHEET .35.: ..
BSW=146.2E _ . -
?: ? .. :e:: :? t
I T. SDMH
� �.}�:.}�aav}��.:n: f:rk�:t�}�:..:.:�::�Xk.::vt;•.� :< CONCRETE OVERLOW CHANNEL 1 p
�---'- -" STA. 14+84.48, 9.83R L4
OUTLET PER SHEET 35 +
._ RIM = 148.60' o
N2'
0
141.90
IE IN(W)=' \ P.U.E. IN TALL CB, OPENING=5.00' co
7 IE IN (E)= 143.90'
EXISTING STORM DRAIN STA..n14+84.48, 18.00R.., n•:.aa•... cv
PIPES AND STRUCTURES I TC=148.85' 0000 0
Q TO BE ABANDONED IE IN E - 145.50' F_ of IE OUT (S) = 139.30' '`` :... cn .�; �? o
( )= o o �
C) CAPPED AND GROUT _REMOVE PLUGS AND
IE OUT W - 144.00tN
FILLEDCONNECT TO EXIST. STUBS 00
18 HDPE
24 DIA. ROCK, 3 DEEP
LATERAL 0 1.22% �' �
�"- RIP RAP PAD INSTALLED PER SLO " INSTALL 6'x6" JUNC11ON BOX Vn
8 -10 RIP RAP
U�COUNTY DETAIL H-5. BACKING _ "_ ° INSTALL HEADWA%._91RO
STA. 16+32.90, 10.OQR -�-
,..„a...,
DEPTH-12 15
NO.2 RSP PLACEMENT METHOD A. STA. 14+86.06, RIM = 154.4
RSP FABRIC B
F I PER SLO COUNTY IE (W) = 146.00 IE IN (W)= 142.51 Y _
EXISTING 144.a1'DETAIL H-5 18" HDPE IE IN (N)= ,♦`.:::
10 DRAINAGE(E)= x 10' TERAL 0 3.84% IE IN143.01
ESMT '"*,-DRAINAGE _
g NAG 80 IE OUT (S) - 142.01,,.a,2,,,
ESMT 8
_....
I _ m
SEE SHEET 12
NOTES:
CONTRACTOR TO VERIFY EXISTING GRADE AND
ELEVATION OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION
SHEET INDEX
N. T.S.
CONSTRUCTION NOTES:
(SEE CONSTRUCTION DETAIL SHEETS 80 TO 85)
O2 16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
O5 MID -STATE JUNC110N STRUCTURE PER DETAIL 102,
SHEET 85
O6 CATCH BASIN -EXTENDED SIDE OPENING WITHOUT
WEEP HOLES PER CITY STANDARD #3360
O CATCH BASIN -SIDE OPENING PER CITY STANDARD #3350
O9 INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN
PER CITY STD. 3410 AND DETAIL 108 SHEET 84
WHEN DRAINING TO BIO-RETENTION AREA
@-STORM DRAIN MANHOLE 36" PIPE AND LARGER
PER CITY STANDARD #3510
11 STORM DRAIN MANHOLE 18" TO 36" PIPE
PER CITY STANDARD #3520
29 1" WATER SERVICES PER CITY STANDARD #6210. INSTALL
PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR
FUTURE INSTALLATION OF HOUSE LATERAL.
30 TRAIL LIGHT PER CITY STANDARD 7905
31 MANIFOLD MULTIPLE 1" WATER SERVICES
PER CITY STANDARD #6260
@-FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310
LATERAL PIPE MATERIAL-8" CLASS 305 PVC
33 WATERLINE TIE-IN PER CITY STANDARD #6330
35 WATER VALVE &WELL PER CITY STANDARD #6340
@-BLOWOFF ASSEMBLY PER CITY STANDARD #6350
37 AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360
38 SEWER MANHOLE PER CITY STANDARD #6610
3g SEWER DROP MANHOLE PER CITY STANDARD #6620
41 SEWER LATERAL PER CITY STANDARD #6810.
UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE
48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR
EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE.
42 SEWER LATERAL PER CITY STANDARD #6810
43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL
4g THRUST BLOCK DETAIL PER SLO COUNTY
STANDARD W-1, SHEET 85
54 MONUMENT AND WELL PER CITY STANDARD #9020
55 SPEED TABLE PER SHEET 63
56 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD
A88A, SHEET 85 & CITY STANDARD #4440
5g PIPE CULVERT HEADWALLS, STRAIGHT AND L
PER CAL TRANS STANDARD D90, SHEET 85
60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH
BASIN FILTER INSERT PER DETAIL 80, SHEET 81
g2 BEEHIVE GRATE WITH FRAME
PER NEENAH R-2560, SHEET SO
63 MID STATE CATCH BASIN PER DETAIL, SHEET 80
g4 COMMERCIAL -INDUSTRIAL DRIVEWAY
PER DETAIL 93, SHEET 84
65 STREET LIGHTING -PER CITY STANDARD #7910
LED LUMINAIRE TYPE 1, ARM LENGHT=8FT
66 6" ATRIUM GRATE PER NDS 10ND-80, SHEET 80
67 JOINT
LWPER WATERLINE TRENCH
80
gg MID STATE NON -TRAFFIC RATED GRATE
70 BIO RETENTION PLANTER AREA
PER DETAIL 109, SHEET 84
0 RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81
72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81
7g STREET BARACADE PER CITY STANDARD DETAIL #7330
77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335
7g MISSION STYLE RAILING PER CITY STANDARD
DETAIL #4240. RAILING HEIGHT (G) TO BE 36.
7g FLARED END SECTION
PER CALTRANS STANDARD DETAIL #D948, SHEET 85
gp MID STATE NON -TRAFFIC RATED GRATE WITH KRISTAR
CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81
81 3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES
PER CITY STANDARD #3420
82 INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY
STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW
SIDE OF FRONTAGE.
g3 INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81
WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86
g5 UTILITY LINE SEPARATION PER CITY STANDARD 6110 &
6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED
WITH SEPARATION FROM BOTH WATER AND SEWER IN
ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS.
87 CURB OPENING PER DETAIL 104, SHEET 83
gg BIORETENTION AREA PER DETAIL 105, SHEET 83
gg INSTALL CLEANOUT PER DETAIL 106, SHEET 84
90 INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103,
SHEET 85
91 INSTALL 6" PVC PIPE
g2 CONNECT TO CATCH BASIN
93 8" PVC CONNECTION TO SD PIPE PER DETAIL 95,
SHEET 84
g4 CONNECT TO STORM DRAIN MANHOLE
95 TRENCHING FOR 8" PVC PER CITY STANDARD #6020
97 20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
gg INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84
99 INSTALL 18' LONG TRENCH DRAIN AND GRATE PER
DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN
NORM
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
80
QROFESS/pN
p�
w
N . 70 79 m
CY-1
XP.6- 17 �
9 F
CIV �
\F��
OF C
E
0
CD
O fM��
U
,c
W��
N
a
o
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ZI
0
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a
DESIGNED BY:
Cz
DRAWN BY:
EA/EM
CHECKED BY:
JF
APPROVED BY:
DATE:
11 /30/2015
CITY SPECIFICATION NO.
H / V SCALE RATIO
1 "=20'/1 "=4'
SHEET NO.
37 of 91
1
JOB NO. 135-100831-14001 1
N
a.
i
CL
a�
LL
U)
Q
U
0
0
C)
00
0
L6
c'M
Co
180
175
170
165
160
155
150
11+00
STORMDRAIN INLET AND
BARRICADE PER TRACT 2353
IMPROVEMENT PLANS
STA. 11 +35.509 16.50 L
REMOVE BLOWOFF AND
CONNECT TO EXIST. 6" DIP
RECLAIMED WATER MAIN.
(MJXMJ) CONNECTION
STA. 11 +35.579 7.00 L
P.O.C. 42" HDPE STORM
DRAIN PER TRACT 2353
IMPROVEMENT PLANS.
-
..
PROVIDE 1'DEFLEC110N AT
M
PIPE JOINT TO CONNECT TO --
L.f 7
ON -SITE STORM DRAIN
uj
N
EXIST. 6" DIP RW
CL
~
V
" HDPE SD.
�...�...�.w EXIST. 42 H �.........�.
z
11 +00 EXgL. , ,PVC WL
uj
STA. 11 +40.049 0.00
L u
0
REMOVE BLOWOFF AND
L..
CONNECT TO EXIST. 8"PVC , .N
O
�
�..�..,...�.�.'.... �ATEI� �iiil�ilN.USE� 8�..�
lillEsIl
V
EXIST. SSMH
STA. 11+31.92 1 .75R _
RIM = 162.99
IE IN
IE OUT (S) = 151.52'
STA. 11 +37.041 11.90 R
P.O.0 8" HDPE SEWER
PER TRACT 2353
IMPROVEMENT PLANS
REMOVE PLUG AND
CONNECT TO EXIST.
STUB. PIPE I.E=151.80f
STA. 11+35.00f
MATCH EXISTING SIDEWALK,
CURB & GUTTER AND PAVEMENT
TO COMPETENT MATERIAL
STA. 11 +50.041 0.03 L
10 DEFLECTION
K = 7.00
LVC = 46.80
AD = -6.69%
DS = 20 MPH
12+00
180
175
170
STA. 12+82.40, 5.01 R WATER
MAIN INTX. INSTALL
8"X 8"X 8" TEE
90' BEND
165
160
155
150
13+00
CHERRY LANE
�
STAO'l +OOmOO 13+OOmOO
HORIZONTAL SCALE: 1 "=20'
SEE SHEET 14
VERTICAL SCALE: 1 "=4'
INSTALL CB OPENING 3.00'
STA. 11 +58.32 18.00E w� "
,
I TC=164.70
IE OUT(E) = 155.11'�
18" HDPE
INSTALL SDMH •'•• .`•' �
LATERAL 0 2.00% 11 STA. 12+89.44, 7.00E • ' _
lk INSTALL SDMH o \
15 STA. 11 +58.32 7.00E 11 RIM - 171 «17
DRAINAGE RIM = 164.52' 72 IE IN (W)- 16130
ESM TIE IN (E)=160.80'
....L............. ....,.....::::.
IE IN (N)=..155.29' .•.....::.,.
I � ~- IE IN(E)-=.`)54'.&9'** IE OUT-( - 160.30 o • .
Ca IE IN W = 154.89
4 IE OUT (S) - 154.79' ROW `V
STA. 11 +75.00, 19.50 L �,� 11.25'
INSTALL BLOWOFF 11
v, vSTA. 12+77.599 16.50 L
6 1
-+ STA. 11 +90.03, 0.34 R 49 3
I RECLAIMED WATER MAIN INTX.
'V 1 DEFLECTION
- = INSTALL 6"X4" 90 ELBOW
+ 36»SD 3.82� "
7- :: INSTALL 6 VALVE
CENTERLINE INTERSECTION
INSTALL THRUST BLOCK
12+00 S00'18'06"E 131.04' ;ST . 12+80.22 CHERRY LANE
R600' STA. 9+73.26 S STREET
STA. 11 +70.049 0.20 L 8»
1 DEFLECTION
CHERRY LANE
4 PC=12+00.02 PT=12+72.80 • .
8 SS @ 8.37% STA. 12+82.409 5.01 R
WATER MAIN INTX. 49 35
a INSTALL 8 x8 x8 TEE
E�4
ISNTALL 8" VALVE 2
W k INNTALL THRUST BLOCKS
W w
ROW o ..
INSTALL CB, OPENING 3.00 Emq
". IS STA. 11 +58.32, 18.00R
XX
TC=164.70r INSTALL SSMH
:::................... '
w
DRAINAGE IE IN (E)= 157.10' STA. 12+70.17, 1:1.75R
ESM T ":
IE OUT(W) = 157.00 7 RIM - 171.30
30" HDPE IE IN (E)= 164.6�4'
X
I LATERAL 0 8.44% IE OUT (S) = 164.54'
00
INNSTALL SDMH
s STA. 11 +54.479 50.02R 11 6
RIM=165.73'
'I r
IE OUT O 157.74 CA
=
30" HDPE ol
LATERAL ® 2.00%
SEE SHEET 14
( IN FEET )
1 inch = 20 ft.
SHEET INDEX
CONSTRUCTION NOTES:
(SEE CONSTRUCTION DETAIL SHEETS 80 TO 85)
0-16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
O5 MID -STATE JUNCTION STRUCTURE PER DETAIL 102,
SHEET 85
O6 CATCH BASIN -EXTENDED SIDE OPENING WITHOUT
WEEP HOLES PER CITY STANDARD #3360
O-CATCH BASIN -SIDE OPENING PER CITY STANDARD #3350
O9 INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN
PER CITY STD. 3410 AND DETAIL 108 SHEET 84
WHEN DRAINING TO BIO-RETENTION AREA
@-STORM DRAIN MANHOLE 36" PIPE AND LARGER
PER CITY STANDARD #3510
0-STORM DRAIN MANHOLE 18" TO 36" PIPE
PER CITY STANDARD #3520
29 1" WATER SERVICES PER CITY STANDARD #6210.INSTALL
PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR
FUTURE INSTALLATION OF HOUSE LATERAL.
30 TRAIL LIGHT PER CITY STANDARD 7905
31 MANIFOLD MULTIPLE 1" WATER SERVICES
PER CITY STANDARD #6260
32 FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310
LATERAL PIPE MATERIAL-8" CLASS 305 PVC
@-WATERLINE TIE-IN PER CITY STANDARD #6330
35 WATER VALVE &WELL PER CITY STANDARD #6340
@-BLOWOFF ASSEMBLY PER CITY STANDARD #6350
37 AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360
@-SEWER MANHOLE PER CITY STANDARD #6610
39 SEWER DROP MANHOLE PER CITY STANDARD #6620
41 SEWER LATERAL PER CITY STANDARD #6810.
UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE
48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR
EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE.
@-SEWER LATERAL PER CITY STANDARD #6810
43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL
4g THRUST BLOCK DETAIL PER SLO COUNTY
STANDARD W-1, SHEET 85
54 MONUMENT AND WELL PER CITY STANDARD #9020
55 SPEED TABLE PER SHEET 63
56 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD
A88A, SHEET 85 &CITY STANDARD #4440
58 PIPE CULVERT HEADWALLS, STRAIGHT AND L
PER CAL TRANS STANDARD D90, SHEET 85
60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH
BASIN FILTER INSERT PER DETAIL 80, SHEET 81
g2 BEEHIVE GRATE WITH FRAME
PER NEENAH R-2560, SHEET 80
63 MID STATE CATCH BASIN PER DETAIL, SHEET 80
64 COMMERCIAL -INDUSTRIAL DRIVEWAY
PER DETAIL 93, SHEET 84
65 STREET LIGHTING -PER CITY STANDARD #7910
LED LUMINAIRE TYPE 1, ARM IENGHT=8FT
66 6" ATRIUM GRATE PER NDS 10ND-80, SHEET 80
g7 JOINT WATERLINE TRENCH
DETAIL PER DETAIL 67, SHEET 80
gg MID STATE NON -TRAFFIC RATED GRATE
7p BIO RETENTION PLANTER AREA
PER DETAIL 109, SHEET 84
7� RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81
72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81
76 STREET BARACADE PER CITY STANDARD DETAIL #7330
77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335
7g MISSION STYLE RAILING PER CITY STANDARD
DETAIL #4240. RAILING HEIGHT (G) TO BE 36".
7g FLARED END SECTION
PER CALTRANS STANDARD DETAIL #D946, SHEET 85
g0 MID STATE NON -TRAFFIC RATED GRATE WITH KRISTAR
CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81
81 3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES
PER CITY STANDARD #3420
82 INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY
STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW
SIDE OF FRONTAGE.
g3 INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81
WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86
g5 UTILITY LINE SEPARATION PER CITY STANDARD 6110 &
6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED
WITH SEPARATION FROM BOTH WATER AND SEWER IN
ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS.
87 CURB OPENING PER DETAIL 104, SHEET 83
gg BIORETEN110N AREA PER DETAIL 105, SHEET 83
gg INSTALL CLEANOUT PER DETAIL 106, SHEET 84
90 INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103,
SHEET 85
91 INSTALL 6" PVC PIPE
g2 CONNECT TO CATCH BASIN
93 8" PVC CONNECTION TO SD PIPE PER DETAIL 95,
SHEET 84
g4 CONNECT TO STORM DRAIN MANHOLE
95 TRENCHING FOR 8" PVC PER CITY STANDARD #6020
97 20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
gg INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84
99 INSTALL 18' LONG TRENCH DRAIN AND GRATE PER
DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN
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DATE:
11 /30/2015
CITY SPECIFICATION NO.
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SHEET INDEX
CONSTRUCTION NOTES:
(SEE CONSTRUCTION DETAIL SHEETS 80 TO 85)
O2 16' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
O5 MID —STATE JUNCTION STRUCTURE PER DETAIL 102,
SHEET 85
@—CATCH BASIN —EXTENDED SIDE OPENING WITHOUT
WEEP HOLES PER CITY STANDARD #3360
O—CATCH BASIN —SIDE OPENING PER CITY STANDARD #3350
O9 INSTALL 2' WIDE CONCRETE SIDEWALK UNDERDRAIN
PER CITY STD. 3410 AND DETAIL 108 SHEET 84
WHEN DRAINING TO BIO—RETENTION AREA
@—STORM DRAIN MANHOLE 36" PIPE AND LARGER
PER CITY STANDARD #3510
G STORM DRAIN MANHOLE 18" TO 36" PIPE
PER CITY STANDARD #3520
29 1" WATER SERVICES PER CITY STANDARD #6210.INSTALL
PVC SLEEVE FROM METER TO BACK OF SIDEWALK FOR
FUTURE INSTALLATION OF HOUSE LATERAL.
@—TRAIL LIGHT PER CITY STANDARD 7905
@—MANIFOLD MULTIPLE 1" WATER SERVICES
PER CITY STANDARD #6260
@—FIRE HYDRANT ASSEMBLY PER CITY STANDARD #6310
LATERAL PIPE MATERIAL-8" CLASS 305 PVC
33 WATERLINE TIE—IN PER CITY STANDARD #6330
35 WATER VALVE &WELL PER CITY STANDARD #6340
@—BLOWOFF ASSEMBLY PER CITY STANDARD #6350
37 AIR/VAC RELEASE ASSEMBLY PER CITY STANDARD #6360
38 SEWER MANHOLE PER CITY STANDARD #6610
39 SEWER DROP MANHOLE PER CITY STANDARD #6620
41 SEWER LATERAL PER CITY STANDARD #6810.
UNLESS OTHERWISE NOTED, DEPTH OF LATERAL SHALL BE
48" MIN. BELOW FINISHED SURFACE AT RIGHT OF WAY OR
EDGE OF PRIVATE DRIVE TRAVELED WAY AS APPLICABLE.
@—SEWER LATERAL PER CITY STANDARD #6810
43 SEWER BACKWATER VALVE "OATEY" OR APPROVED EQUAL
4g THRUST BLOCK DETAIL PER SLO COUNTY
STANDARD W-1, SHEET 85
54 MONUMENT AND WELL PER CITY STANDARD #9020
55 SPEED TABLE PER SHEET 63
56 CURB RAMP DETAILS, CASE A PER CALTRANS STANDARD
A88A, SHEET 85 &CITY STANDARD #4440
5g PIPE CULVERT HEADWALLS, STRAIGHT AND L
PER CAL TRANS STANDARD D90, SHEET 85
60 MID STATE TRAFFIC RATED GRATE WITH KRISTAR CATCH
BASIN FILTER INSERT PER DETAIL 80, SHEET 81
g2 BEEHIVE GRATE WITH FRAME
PER NEENAH R-2560, SHEET 80
63 MID STATE CATCH BASIN PER DETAIL, SHEET 80
64 COMMERCIAL —INDUSTRIAL DRIVEWAY
PER DETAIL 93, SHEET 84
65 STREET LIGHTING —PER CITY STANDARD #7910
LED LUMINAIRE TYPE 1, ARM LENGHT=BFT
66 6" ATRIUM GRATE PER NDS 10ND-80, SHEET 80
g7 JOINT WATERLINE TRENCH
DETAIL PER DETAIL 67, SHEET 80
gg MID STATE NON —TRAFFIC RATED GRATE
7p BIO RETENTION PLANTER AREA
PER DETAIL 109, SHEET 84
7� RECTANGULAR WELDED REBAR ATRIUM GRATE, SHEET 81
72 CIRCULAR WELDED REBAR ATRIUM GRATE, SHEET 81
7g STREET BARACADE PER CITY STANDARD DETAIL #7330
77 REMOVABLE BOLLARD PER CITY STANDARD DETAIL #7335
7g MISSION STYLE RAILING PER CITY STANDARD
DETAIL #4240. RAILING HEIGHT (G) TO BE 36".
7g FLARED END SECTION
PER CALTRANS STANDARD DETAIL #D94B, SHEET 85
80 MID STATE NON —TRAFFIC RATED GRATE WITH KRISTAR
CATCH BASIN FILTER INSERT PER DETAIL 80, SHEET 81
81 3' WIDE SIDEWALK UNDERDRAIN WITH COVER PLATES
PER CITY STANDARD #3420
82 INSTALL 3" C.I.P. UNDERSIDEWALK DRAIN PER CITY
STD. 3415. INSTALL MINIMUM ONE DRAIN PER LOT, LOW
SIDE OF FRONTAGE.
g3 INSTALL ROLLMAX BIONET C124 PER DETAIL 82, SHEET 81
WITH MULEFAT LIVE STAKES PER DETAIL 105, SHEET 86
85 UTILITY LINE SEPARATION PER CITY STANDARD 6110 &
6140. RECYCLED MAINS SHALL ALSO BE CONSTRUCTED
WITH SEPARATION FROM BOTH WATER AND SEWER IN
ACCORDANCE WITH THE ABOVE MENTIONED STANDARDS.
87 CURB OPENING PER DETAIL 104, SHEET 83
gg BIORETENTION AREA PER DETAIL 105, SHEET 83
gg INSTALL CLEANOUT PER DETAIL 106, SHEET 84
90 INSTALL 6" PERFORATED PVC PIPE PER DETAIL 103,
SHEET 85
91 INSTALL 6" PVC PIPE
g2 CONNECT TO CATCH BASIN
93 8" PVC CONNECTION TO SD PIPE PER DETAIL 95,
SHEET 84
g4 CONNECT TO STORM DRAIN MANHOLE
95 TRENCHING FOR 8" PVC PER CITY STANDARD #6020
0-20' WIDE DRIVEWAY RAMP PER CITY STANDARD #2115
gg INSTALL TRUNCATED DOMES PER DETAIL 93, SHEET 84
99 INSTALL 18" LONG TRENCH DRAIN AND GRATE PER
DETAIL 55, SHEET 80 AND CONNECT TO CATCH BASIN
1 JOB NO. 135-100831-14001 1
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CITY SPECIFICATION NO.
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SHEET NO.
39 of 91
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