HomeMy WebLinkAboutItem 5h. Attachment A - Project Plans (1000560)_High Resolution PlansAPPROVED BY
SPECIFICATION NO.DATE
of
SHEET
index to plans
sheet description
san luis obispo county, california
Brian A. Nelson, Acting City Engineer R.C.E. C79870 Approved Date
YFEB 20221000560
ROADWAY SEALING 2022
T1
S1-5 OCEANAIRE DR
S6 ATASCADERO AVE
S7-8 GALLEON WAY
S8-10 ROYAL WAY
S11-12 MADONNA RD
S13-15 PREFUMO CYN RD
S16 DESCANSO ST
S17 DIABLO DR
[MO DAY, YEAR]
No. C 79870
AREA 6 AREA 7
LEGEND
STREETS TO BE SEALED
AREA 9 DOWNTOWN BOUNDARY -
SEALING TO BEGIN ON SEPTEMBER
1ST, 2022 Reference Documents:
City Standard Specifications - January 2020 Edition
City Engineering Standards - January 2020 Edition
AREA 6 & 7 BOUNDARIES
0
SCALE IN FEET
1500
S18 DALY AVE
S19-20 HIGHLAND DR
S20-21 PATRICIA DR
S22-27 CERRO ROMAULDO
S28-30 RAMONA DRIVE
S31 BOYSEN AVE
S32 LA ENTRADA AVE
S33 MURRAY AVE
S34 MISSION ST
S35-39 LINCOLN ST
S57 RAILROAD
S59 BEEBEE ST
S60 HIND
S61-62 SUBURBAN ROAD
D1-2 DETAILS
S40-41 PALM STREET
S42-46 MONTEREY ST
S47-50 HIGUERA ST
S51-54 MARSH ST
S55-56 PACIFIC ST
S58 MARSH & HIGUERA
C1 ISLAY PARK - PARKING LOT MAINTENANCE
C2 MADONNA INN PATHWAY (STA 10+00 - STA 28+12)
C3 MADONNA INN PATHWAY (STA 28+12 - STA 45+11)
C4 AREA 9 SURFACE REPAIR
C5 PAVING DETAILS
C6 HIGUERA AND NIPOMO CURD RAMP AND BULBOUT
C7 HIGUERA AND NIPOMO STORMDRAIN IMPROVEMENTS
C8 HIGUERA AND NIPOMO SIGNAL MODIFICATION
T1 COVER PAGE T2 LEGEND AND NOTES
AREA 6
AREA 7
AREA 9
MISC
CIVIL SHEETS
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
SK
BN
1" = 300'
MONTH YEAR
1000167
Y
/(
*
(
1
'
$
1
'
1
2
7
(
6
T2
general notes: legend:
PAVEMENT AREAS
DRIVEWAY
SYMBOL
SEWER MANHOLE
UTILITY COVER
WATER VALVE
MONUMENT
LIMITS OF
ROADWAY SEALING
1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE
PLANS, SPECIAL PROVISIONS PREPARED FOR THIS PROJECT AND
THE 2018 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS
AND ENGINEERING STANDARDS, IN CONJUNCTION WITH THE STATE
OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS AND STANDARD PLANS, 2015 EDITION.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR
PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF
NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 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.
3. THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C12" LICENSE
AT THE TIME THE BID OPENS AND DURING THE ENTIRE LENGTH OF
THE CONTRACT.
4. THESE PLANS DO NOT INDICATE OVERHEAD LINES. CONTRACTOR
SHALL TAKE CARE DURING CONSTRUCTION TO AVOID CONTACT
WITH OR DAMAGE TO EXISTING OVERHEAD LINES.
5. PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS
ASSOCIATED WITH THE REPLACEMENT OF DAMAGED OR
DISPLACED SURVEY MONUMENTS AND SHALL NOTIFY THE CITY
FIVE (5) WORKING DAYS PRIOR TO RESTORING MONUMENTS.
MONUMENTS SHALL BE RESET BY A CALIFORNIA LICENSED LAND
SURVEYOR AND SHALL INCLUDE PREPARING AND FILING A CORNER
RECORD WITH SAN LUIS OBISPO COUNTY.
6. ALL STRIPING AND MARKINGS SHALL BE THERMOPLASTIC PER
CALTRANS STANDARD PLANS A20A, A20B, A20C, A20D, A24A, A24B,
A24C, A24D, AND A24E. ANY STRIPING NOT MARKED FOR REMOVAL
SHALL BE PROTECTED IN PLACE.
7. WHERE NO CURB AND GUTTER EXISTS AND EDGE OF PAVEMENT IS
OBSTRUCTED BY VEGETATION, CONTRACTOR SHALL TRIM BACK
VEGETATION TO REVEAL EDGE OF PAVEMENT PRIOR TO
IMPROVEMENTS.
8. SHARROW, TURN SHARROW, AND GREENWAY SYMBOL MARKING
LOCATION SHALL BE FIELD LOCATED BY CITY TRANSPORTATION
STAFF AND SHALL BE PLACED IN ACCORDANCE WITH DETAIL G
SHEET 59.
9. INSTALL R4-11 AT BEGINNING OF ALL SHARED ROUTES AND AFTER
SIGNIFICANT INTERSECTIONS AS MARKED IN FIELD. WHERE NOTED,
SIGNS SHALL BE ADDED TO EXISTING PUNCH POSTS (UPGRADING
TO 14' PUNCH POSTS IF NECESSARY TO MAINTAIN 7' CLEARANCE
FROM WALKWAY).
10. GREEN PAINT AT BIKE LANES SHALL BE COLOR-SAFE MMA OR
EQUIVALENT PER SECTION 84-6.01.
11. HYDRANT MARKERS SHALL BE INSTALLED PER STD. 2920, DO NOT
INSTALL IN BIKE LANES.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITY
COVERS IN FIELD.
13. PROTECT UTILITY COVERS IN PLACE. ENSURE EXCESSIVE LIP
BETWEEN COVER AND SLURRY DOES NOT FORM.
14. PAVEMENT MARKS SHALL BE WHITE UNLESS OTHERWISE NOTED.
15. CROSSWALKS SHALL BE 10' WIDE UNLESS OTHERWISE NOTED.
16. NEW SIGN POST LOCATION MUST BE FIELD MARKED AND
LOCATIONS APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.
17. PARKING TEE LOCATION MUST BE FIELD MARKED AND LOCATIONS
APPROVED BY THE ENGINEER PRIOR TO PAINTING.
18. THERMOPLASTIC STRIPING PLACED ON CONCRETE REQUIRES A
PRIMER COAT PRIOR TO APPLICATION.
19. LOCATION OF ALL SIGNS, STRIPING AND SPEED HUMP/TABLES TO
BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.
20. ADD AS GENERAL NOTE: ALL PUNCH POSTS IN DOWNTOWN CORE
POWDER COATED GREEN PER STDS., TYP.
EDGE GRINDING
PROPOSEDEXISTING
TREE PROTECTION
abbreviations
Cont Continued
BC Begin Curve
Dim Dimensions
(E) Existing
EA Each
EC End Curve
E.S. Each Side
LF Linear Feet
PC Point of Curvature
R Radius
ROW Right-of-Way
SQFT Square Feet
Typ. Typical
STRIPING
PAVEMENT MARKING
1. PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE
THROUGH PROPER TRIMMING AND CONSTRUCTION TECHNIQUES
WHENEVER POSSIBLE.
2. WHERE TREES CANNOT BE TRIMMED TO AVOID CONFLICT WITH
CONSTRUCTION EQUIPMENT, THE FOLLOWING TECHNIQUES MAY
BE UTILIZED TO MINIMIZE DAMAGE DURING CONSTRUCTION
ACTIVITIES:
a. USE EQUIPMENT THAT IS SHORTER IN HEIGHT OR WIDTH TO
AVOID CONTACT WITH TREES
b. BACK EQUIPMENT UNDER LIMBS AND FOLIAGE TO MINIMIZE
CONTACT WITH CONSTRUCTION EQUIPMENT
c. EMPLOY HAND TECHNIQUES TO AVOID USING EQUIPMENT
UNDER VULNERABLE TREES
d. UNDER COORDINATION WITH THE CITY ARBORIST, PUSH
INTERFERING TREE LIMBS TEMPORARILY OUT OF THE WAY
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 2
607 LF
12" WHITE
29 LF
N
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
LO
S
O
S
O
S
V
A
L
L
E
Y
R
O
A
D
GREENWAY
45.5 SQFT, Typ.
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE
1) PER CITY STD 7320/21
DETAIL 22
50 LF
INSTALL OCEANAIRE
NEIGHBORHOOD GREENWAY
SIGN ON 12' PUNCH POST
INSTALL W84(CA)
ON 12' PUNCH POST
M
H
M
H
M
H
YELLOW HI-VIS CROSSWALK
PER CITY STD 7350 (86 LF)
INSTALL W84(CA) ON
12' PUNCH POST
OCEANAIRE
2
0
'
DETAIL 2
103 LF
DETAIL 2
607 LF Cont.
12" WHITE
20 LF
DETAIL 22
50 LF
N
GA
L
L
E
O
N
M
A
T
C
H
L
I
N
E
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
2
MATCHLINE
SEE SHEET 8
DR
A
K
E
GREENWAY
45.5 SQFT, Typ."STOP" LEGEND
22 SQFT, Typ.
12" WHITE
18 LF
12" WHITE
24 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
INSTALL OCEANAIRE NEIGHBORHOOD
GREENWAY SIGN WITH RIGHT ARROW
PLAQUE ON 12' PUNCH POST
INSTALL OCEANAIRE
NEIGHBORHOOD GREENWAY SIGN
ON 12' PUNCH POST
INSTALL W84(CA) ON
12' PUNCH POST
INSTALL OCEANAIRE NEIGHBORHOOD
GREENWAY SIGN WITH LEFT ARROW
PLAQUE ON 12' PUNCH POST
MH
M
H
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP
(TYPE 1) PER CITY
STD 7320/21
INSTALL R1-1 SIGN ON
12' PUNCH POST
RED CURB
68 LF
INSTALL R1-1 SIGN
ON 12' PUNCH POST
YELLOW HI-VIS
CROSSWALK PER
CITY STD 7350 (69 LF)
12" WHITE
20 LF
YELLOW HI-VIS CROSSWALK
PER CITY STD 7350
(69 LF)
REMOVE
EXISTING
SIGN, INSTALL
R1-1 SIGN ON
(E) POST
OCEANAIRE
20
'
20
'
20'
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S1
0
SCALE IN FEET
40
DETAIL 2
55 LF
DETAIL 2
271 LF
N
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
1
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 1)
PER CITY STD 7320/21
M
H
M
H
M
H
INSTALL W84(CA) ON
12' PUNCH POST
INSTALL W84(CA) ON
12' PUNCH POST
C
CIT
OCEANAIRE
MA
R
I
N
E
R
S
CO
V
E
2
0
'
DETAIL 22
230 LF
"STOP" LEGEND
22 SQFT, Typ.12" WHITE
18 LF
DETAIL 22
50 LF
N
AVA
L
O
N
B
A
L
B
O
A
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
MATCH
L
I
N
E
SEE SHEET
3
A
D
E
T
A
I
L
2
9
0
DETAIL 22
68 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE
1) PER CITY STD 7320/21
MH
MH
INSTALL W84(CA)
ON 12' PUNCH POST
INSTALL W84(CA)
ON 12' PUNCH POST
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350 (41 LF)
OCENAIRE
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350 (52 LF)
12" WHITE
18 LF
12" WHITE
18 LF17'
21
'
21
'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S2
0
SCALE IN FEET
40
DETAIL 2
247 LF
N
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
2
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
A
V
A
L
O
N
DETAIL 22
290 LF
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP
(TYPE 1) PER CITY
STD 7320/21
MH
OCEANAIRE
20
.
5
'
AV
A
L
O
N
LA
K
E
V
I
E
W
DETAIL 2
55 LF
12" WHITE
17 LF
DETAIL 22
50 LF
N
M
A
T
C
H
L
I
N
E
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
DETAIL 2
871 LF
"STOP" LEGEND
22 SQFT, Typ.YELLOW HI-VIS
CROSSWALKS PER CITY
STD 7350 (89 LF)
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF "HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE
1) PER CITY STD 7320/21
MH
MH
12" WHITE
17 LF
12" WHITE
17 LF INSTALL W84(CA) ON
12' PUNCH POST
INSTALL W84(CA) ON
12' PUNCH POST
OCEANAIRE
20
'
18'
20
.
5
'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S3
0
SCALE IN FEET
40
DETAIL 22
50 LF
N
BA
L
B
O
A
MATCHLINE
SEE BELOW
MATCHLINE
SEE BELOW
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350
(85 LF)
GU
L
F
YELLOW HI-VIS CROSSWALK
PER CITY STD 7350
(58 LF)
MH
M
H
MH
MH
12" WHITE
16 LF
12" WHITE
18 LF
INSTALL R1-5 SIGN ON NEW 12'
PUNCH POST
INSTALL R1-5 SIGN ON
NEW 12' PUNCH POST
INSTALL BOLT-DOWN
R1-6 SIGN
YIELD LINE 5Δ
YIELD LINE 5Δ
INSTALL RED CURB PAINT THRU
INTERSECTION TO NEAREST
DRIVEWAYS SOUTH OF LAKEVIEW
(140 LF)
LAKEVIEW
19'
18
'
N
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
YELLOW "XING" LEGEND
21 SQFT
YELLOW "SCHOOL" LEGEND
35 SQFT
YELLOW "SLOW" LEGEND
23 SQFT
MH
MH
BALBOA
35
'
N
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
YELLOW "XING" LEGEND
21 SQFT
YELLOW "SCHOOL" LEGEND
35 SQFT
YELLOW "SLOW" LEGEND
23 SQFT
BALBOA
35
'
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S4
N
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
3
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
DETAIL 2
871 LF Cont.
MH
MH
41
.
0
'
OCEANAIRE
N
A
T
A
S
C
A
D
E
R
O
M
A
D
O
N
N
A
M
A
T
C
H
L
I
N
E
S
E
E
A
B
O
V
E
MATCHLINE
SEE SHEET 6
DETAIL 2
871 LF Cont.
DETAIL 2
79 LF
YELLOW HI-VIS
CROSSWALK PER
CITY STD 7350
(60 LF)
12" WHITE
26 LF
"STOP" LEGEND
22 SQFT
GREENWAY
45.5 SQFT
DETAIL 22
50 LF DETAIL 22
50 LF
DETAIL 22
50 LF
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 1)
PER CITY STD 7320/21
INSTALL OCEANAIRE NEIGHBORHOOD
GREENWAY SIGN WITH LEFT ARROW
PLAQUE ON 12' PUNCH POST
REPLACE EXISTING 12' PUNCH POST WITH 14'
PUNCH POST. INSTALL OCEANAIRE
NEIGHBORHOOD GREENWAY SIGN.
REINSTALL R2-1 SPEED LIMIT SIGN BENEATH
MH
MH
INSTALL W84(CA)
SIGN ON NEW 12'
PUNCH POST
DETAIL 22
50 LF
ADD OCEANAIRE NEIGHBORHOOD
GREENWAY SIGN W/ RIGHT PLAQUE
ON 12' PUNCH POST
LEFT TURN BIKE BOX
PER DETAIL B, SHEET
D1, Typ.
50'
7'
14'
RED CURB
21 LF
RED CURB
50 LF
OCEANAIRE
13
'
20
'
20
.
5
'
20.5'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S5
GU
L
F
N
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
12" WHITE
16 LF
"STOP" LEGEND
22 SQFT
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP
(TYPE 1) PER CITY
STD 7320/21
INSTALL
W84(CA) ON 12'
PUNCH POST
MH
MH
INSTALL R4-11 SIGN, STRAP TO
EXISTING STREETLIGHT POLE
ATASCADERO
41
'
BO
R
O
N
D
A
N
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 1)
PER CITY STD 7320/21
(N) SPEED HUMP (TYPE 1)
PER CITY STD 7320/21
MH MH
INSTALL W84(CA) ON 12'
PUNCH POST ATASCADERO
41
'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S6
N
AT
A
S
C
A
D
E
R
O
M
A
T
C
H
L
I
N
E
S
E
E
B
E
L
O
W
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 1)
PER CITY STD 7320/21
GREENWAY
45.5 SQFT, Typ.
DETAIL 22
180 LF
INSTALL
OCEANAIRE
NEIGHBORHOOD
GREENWAY SIGN
ON 12' PUNCH
POST
INSTALL R4-11 AND OCEANAIRE
NEIGHBORHOOD GREENWAY
SIGNS ON 12' PUNCH POST
MH
MH
MH
MH
INSTALL W84(CA) ON 12'
PUNCH POST
GALLEON
CO
R
A
L
W
N
E
W
P
O
R
T
41
.
0
'
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350
(80 LF)
YELLOW "SCHOOL" LEGEND
35 SQFT, Typ.
YELLOW "SLOW" LEGEND
23 SQFT
YELLOW "XING" LEGEND
21 SQFT
DETAIL 22
50 LF
NRO
Y
A
L
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
8
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 1)
PER CITY STD 7320/21
GREENWAY
45.5 SQFT, Typ.
INSTALL OCEANAIRE NEIGHBORHOOD GREEWAY
SIGN WITH DOUBLE ARROW PLAQUE ON 12'
PUNCH POST
MH
MH
MH
INSTALL W84(CA) ON 12'
PUNCH POST
DETAIL 22, 50 LF
6" YELLOW 5' O.C.
INSTALL BOLT-DOWN
R1-6 SIGN
RED CURB FROM
DRIVEWAY TO DRIVEWAY
(95 LF)
GALLEON
W
N
E
W
P
O
R
T
20'
20
'
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S7
CA
V
A
L
I
E
R
N
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
7
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
1
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 1)
PER CITY STD 7320/21
SPEED HUMP (TYPE 1)
PER CITY STD 7320/21
MH
MH
MH
INSTALL W84(CA) ON 12'
PUNCH POST
GALLEON
CA
V
A
L
I
E
R
4
1
.
0
'
DETAIL 2
247 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
N
FA
I
R
W
A
Y
RO
Y
A
L
C
T
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
9
MH
MH
ROYAL
20
'
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S8
DETAIL 22
50 LF
N
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
8
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
DETAIL 2
545 LF
MH
MH
MH
MH
ROYAL
R
O
Y
A
L
RO
Y
A
L
20
'
DETAIL 22
706 LF
N
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
M
A
T
C
H
L
I
N
E
SE
E
SH
E
E
T
1
0
MHROYAL
20
'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S9
DETAIL 22
706 LF, Cont.
DETAIL 22
422 LF
N
C
U
C
A
R
A
C
H
A
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
9
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
12" WHITE
17 LF
"STOP" LEGEND
22 SQFT
M
H
M
H
ROYAL
20
'
DETAIL 22
60 LF
DETAIL 38
54 LF
DETAIL 38
60 LF
TYPE VII ARROW
27 SQFT
TYPE IV ARROW
15 SQFT, Typ.
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350
(206 LF)
N
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
M
H
M
H
ROYAL
LO
S
O
S
O
S
V
A
L
L
E
Y
R
O
A
D
10
'
11
'
20
'
41
'
20
'
10
'
11
'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S10
SP
O
O
N
E
R
N
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
"HUMP" LEGEND
25 SQFT, Typ.REMOVE (E) SPEED TABLE AND
REPLACE WITH SPEED TABLE
PER CITY STD 7325
6" YELLOW
57 LF
DETAIL 22
38 LF
HI-VIS CROSSWALK
PER CITY STD 7350
25 LF
YIELD LINE
5 Δ
YIELD LINE
5 Δ
MH
MH
MH
MADONNA
20
'
T
O
N
I
N
I
N
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
1
2
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
"HUMP" LEGEND
25 SQFT, Typ.
REMOVE (E) SPEED TABLE AND
REPLACE WITH SPEED TABLE
PER CITY STD 7325
DETAIL 22
78 LF DETAIL 22
95 LF
DETAIL 18
57 LF
TYPE IV ARROW
15 SQFT Typ.DETAIL 38
65 LF
DETAIL 18
57 LF
12" WHITE
17 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
87 LF
MH
MH
MH
INSTALL (E) R8-3a AND
W84(CA) SIGNS ON NEW 14'
PUNCH POST MADONNA
20
'
15
'
13
'
12
'
E
L
T
I
G
R
E
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S11
E
L
T
I
G
R
E
N
L
O
S
O
S
O
S
V
A
L
L
E
Y
R
O
A
D
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
1
1
DETAIL 38
179 LF
TYPE VII ARROW
27 SQFT, Typ.
DETAIL 22
235 LF
MH
MH
YELLOW HI-VIS
CROSSWALK PER
CITY STD 7350
TYPE IV ARROW
15 SQFT Typ.
MADONNA
12
'
13
'
15
'
L
A
V
I
R
A
D
A
YELLOW HI-VIS
CROSSWALK PER CITY
STD 7350
73 LF "KEEP" LEGEND
24 SQFT, Typ.
12" WHITE
51 LF
12" WHITE
54 LF
DETAIL 22
171 LF
DETAIL 22
127 LF
DETAIL 38
175 LF
DETAIL 38
175 LF
DETAIL 9
103 LF EA
TYPE IV ARROW
15 SQFT, Typ.
N
L
O
S
O
S
O
S
V
A
L
L
E
Y
R
O
A
D
"CLEAR" LEGEND
27 SQFT, Typ.
H
MH
12" WHITE
10 LF
GREENBACK
SHARROW SYMBOL
36 SQFT, Typ.
LAGUNA LN
1
6
'
1
0
'
1
0
'
6
'
1
1
'
12" WHITE
43 LF
12" WHITE
51 LF
LEFT TURN BIKE BOX
PER DETAIL B, SHEET
D1, Typ.
14'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S12
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
1
4
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
DETAIL 27B
1580 LF, Cont.
DETAIL 22
1696 LF, Cont.
DETAIL 27B
1793 LF
N
1
4
'
7
'
1
4
'
7
'
PREFUMO CANYON
12" WHITE
17 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
CA
S
T
I
L
L
O
MH
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
DETAIL 27B
415 LF
DETAIL 27B
1580 LF
DETAIL 22
1696 LF
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
N
X
X
X
XX
14
'
7'
14
'
7'
18'
PREFUMO CANYON
LIM
I
T
S
O
F
W
O
R
K
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S13
ISA
B
E
L
L
A
MH
MH
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
1
5
MAT
C
H
L
I
N
E
SE
E
ABO
V
E
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
DETAIL 27B
1793 LF, Cont.
DETAIL 38
67 LF, Cont.
DETAIL 22
133 LF, Cont.
DETAIL 27B
295 LF, Cont.DETAIL 32
384 LF, Cont.4" WHITE
45° 5' O.C.4" WHITE
79 LF
4" WHITE
45° 5' O.C.
4" WHITE
124 LF
DETAIL 27B
365 LF
DETAIL 27B
1079 LF
DETAIL 27B
1092 LF
TYPE I ARROW
15QFT, Typ.
N
PREFUMO CANYON
1
1
'
6
'
9
'
1
1
'
1
1
'
7
'
1
0
'
12
'
11
'
7'
12
'
6'
LI
M
I
T
S
O
F
W
O
R
K
MH
MH
M
A
T
C
H
L
I
N
E
S
E
E
B
E
L
O
W
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
1
3
IS
A
B
E
L
L
A
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
DETAIL 27B
1580 LF, Cont.DETAIL 22
1696 LF, Cont.
DETAIL 27B
1793 LF, Cont.
N
PREFUMO CANYON
1
4
'
7
'
1
4
'
7
'
LIMITS
O
F
WORK
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S14
N
CO
R
T
E
Z
M
H
M
H
M
H
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
TYPE I ARROW
15QFT, Typ.
DETAIL 27B
319 LF
DETAIL 27B
301 LF
DETAIL 32
214 LF
DETAIL 27B
1079 LF, Cont.DETAIL 27B
1092 LF, Cont.4" WHITE "STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
145 LF, Cont.
DETAIL 38A
49 LF, Cont.
12" WHITE
36 LF
PREFUMO CANYON12" WHITE
17 LF
"STOP" LEGEND
22 LF, Typ.
11
'
6'
9'
10
'
11
'
7'
9'
LO
S
O
S
O
S
V
A
L
L
E
Y
R
O
A
D
SA
N
A
D
R
I
A
N
O
12" WHITE
16 LF
DE
L
R
I
O
M
H
M
H
N
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
1
5
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
DETAIL 22
150 LF
DETAIL 38
67 LF, Cont.
TYPE I ARROW
15QFT, Typ.DETAIL 27B
1079 LF, Cont.
DETAIL 27B
1092 LF, Cont.
DETAIL 32
384 LF
DETAIL 27B
149 LFDETAIL 27B
165 LF
DETAIL 27B
159 LF
DETAIL 27B
139 LF
DETAIL 32
152 LFPREFUMO CANYON
9'
6'
11
'
11
'
11
'
7'
10
'
12" WHITE
16 LF
"STOP" LEGEND
22 LF, Typ.
11
'
7'
9'
9'
12
'
6'
10
'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S15
N
LO
S
O
S
O
S
V
A
L
L
E
Y
R
O
A
D
VI
S
T
A
D
E
L
B
R
I
S
A
DETAIL 22
50 LF
DETAIL 38
50 LF
DETAIL 38
50 LF
DETAIL 22
50 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE VII ARROW
27 SQFT, Typ.
M
H
M
H
MH
M
H
MH
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350
42 LF
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350
51 LF
8'
10
'
DESCANSO
9'
10
'
PORTOL
A
D
E
L
R
I
O
N
S
A
N
A
D
R
I
A
N
O
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
16 LF
12" WHITE
16 LF
12" WHITE
16 LF
12" WHITE
16 LF
MH
MH
MH
MH
MH
DESCANSO
N
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
1
7
M
H
"AHEAD" LEGEND
31 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.DIABLO
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S16
DEATIL 22
50 LF
DEATIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
21 LF
12" WHITE
17 LF
12" WHITE
21 LF
12" WHITE
18 LF
N
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
1
6
MH
M
H
M
H
M
H
M
H
"AHEAD" LEGEND
31 SQFT, Typ.
DIABLO
DE
L
R
I
O
CA
S
I
T
A
S
18
'
18
'
12" WHITE
20 LF
"STOP" LEGEND
22 SQFT
N
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
12" WHITE
20 LF
12" WHITE
20 LF
M
M
H
M
H
MH M
H
M
H
M
H
12" WHITE
22 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DIABLO
CL
E
A
R
V
I
E
W
LO
S
O
S
O
S
V
A
L
L
E
Y
R
O
A
D
MI
R
A
D
A
19
'
18
'
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S17
AL
-
H
I
L
N
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
24 LF
12" WHITE
16 LF
12" WHITE
16 LF
PA
T
R
I
C
I
A
MH
MH
MH
MH
MH
DALY
FEL MAR
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S18
OA
K
R
I
D
G
E
HIG
H
L
A
N
D
N
FEL M
A
R
12" WHITE
22 LF
DETAIL 22
67 LF
DETAIL 2
823 LF
DETAIL 22
289 LF
"STOP" LEGEND
22 SQFT, Typ.
MH
MH
MH
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
2
0
HIGHLAND
18'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S19
N
DETAIL 2
1039 LF Cont.
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
1
9
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
1
8
'
HIGHLAND
N
DETAIL 22
50 LF
12" WHITE
15 LF
12" WHITE
20 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF DETAIL 2
79 LF DETAIL 22
50 LF
DETAIL 22
50 LF
"AHEAD" LEGEND
31 SQFT, Typ.
DETAIL 2
295 LF
12" WHITE
15 LF
YELLOW HI-VIS CROSSWALKS
PER CITY STD 7350 (160 LF)
MH
MH
MH
MATCHLINE
SEE ABOVE
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
2
1
GREENBACK
SHARROW SYMBOL
36 SQFT, Typ.
ADD R4-11 SIGN ON
12" PUNCH POST
SHAR
18
'
PATRICIA
HI
G
H
L
A
N
D
WA
R
R
E
N
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S20
DETAIL 22
205 LF
DETAIL 2
295 LF
12" WHITE
DETAIL 22
50 LF
N
"STOP" LEGEND
22 SQFT, Typ.
GREENWAY SYMBOL
45.5 SQFT, Typ.
SPEED HUMP
(TYPE 1) PER
CITY STD 7320/21
"HUMP" LEGEND
25 SQFT, Typ.
INSTALL W17-1
ON 12' PUNCH
POST
INSTALL W17-1
ON 12' PUNCH
POST
MH
MH
MH
MH
MH
(N) SPEED HUMP
(TYPE 2) PER CITY STD
7320/21
INSTALL
W84(CA) ON 12'
PUNCH POST
INSTALL W84(CA) ON 12'
PUNCH POST
JAYCEE
CR
A
I
G
17
'
12" WHITE
18 LF
"STOP" LEGEND
22 SQFT, Typ.
ADETAIL 22
50 LF
DETAIL 22
50 LF
N
GREENWAY SYMBOL
45.5 SQFT, Typ.
DETAIL 2
175 LF
12" WHITE
14 LF
YELLOW HI-VIS CROSSWALK
PER CITY STD 7350
58 LF
DETAIL 22
50 LF
"AHEAD" LEGEND
31 SQFT
INSTALL CERRO ROMAULDO
NEIGHBORHOOD GREENWAY SIGN
WITH LEFT ARROW PLAQUE ON 12'
PUNCH POST
REPLACE EXISTING PUNCH POST
WITH 14' PUNCH POST. INSTALL
CERRO ROMAULDO NEIGHBORHOOD
GREENWAY SIGN WITH LEFT ARROW
PLAQUE. REINSTALL NO
PARKING/END SIGN UNDER
NEIGHBORHOOD GREENWAY SIGN.
MH
MHMH
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
2
0
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
2
3
GREENBACK
SHARROW SYMBOL
36 SQFT, Typ.
DETAIL 22
71 LF
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350
24 LF
PATRICIA
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350
55 LF
CR
A
I
G
18
'
18
.
6
'
17'
CR
A
I
G
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S21
12" WHITE
24 LF
DETAIL 22
50 LF
N
12" WHITE
22 LF
"STOP" LEGEND
22 SQFT, Typ.
MH
MH
MH
MH
MATCHLINE
SEE SHEET 23
LOS CERROS
PROTECT
(E) PAVERS
CE
R
R
O
RO
M
A
U
L
D
O
FO
O
T
H
I
L
L
LA
L
O
M
A
16'
18
'
N
12" WHITE
15 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
188 LF
DETAIL 22
271 LF
12" WHITE
15 LF
12" WHITE
15 LF
MH
MH
MHMH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
2
3
MAT
C
H
L
I
N
E
SEE
SHE
E
T
2
3
CERRO ROMAULDO
16
'
CE
R
R
O
C
T
RO
S
I
T
A
PROTECT (E) PAVERS
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S22
6" YELLOW
50 LF
YELLOW HI-VIS
CROSSWALK PER CITY
STD 7350
DETAIL 2
151 LF
MATCHLINE
SEE BELOW
N
GREENBACK
SHARROW SYMBOL
36 SQFT, Typ.
ADD R4-11 SIGN ON
12" PUNCH POST
PA
T
R
I
C
I
A
16'
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
DETAIL 2
175 LF
N
DETAIL 22
71 LF
GREENWAY SYMBOL
45.5 SQFT
"HUMP" LEGEND
25 SQFT, Typ.
SPEED HUMP (TYPE 2) PER
CITY STD 7320/21
DETAIL 2
366 LF
TRAFFIC CIRCLE
INSTALL CERRO ROMAULDO
NEIGHBORHOOD GREENWAY
SIGN ON 12' PUNCH POST
INSTALL W-84 ON 12' PUNCH POST
INSTALL CERRO ROMAULDO
NEIGHBORHOOD GREENWAY SIGN
WITH RIGHT ARROW PLAQUE ON 12'
PUNCH POST
MH
MH
MH
MH
MH
MATCHLINE
SEE ABOVE
MATCHLINE
SEE SHEET 21
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
2
2
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
2
4
GREENBACK
SHARROW SYMBOL
36 SQFT, Typ.
ADD R4-11 SIGN ON
12" PUNCH POST
6" YELLOW
17 LF
12" WHITE
15 LF
6" YELLOW
17 LF
12" WHITE
17 LF
CERRO ROMAULDO
PA
T
R
I
C
I
A
17
'
16
'
17'
17
'
12" WHITE
14 LF
DETAIL 22
50 LF
N
RO
S
I
T
A
16.5'
MH
MAT
C
H
L
I
N
E
SEE
SHE
E
T
2
2
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
2
2
N
DETAIL 22
418 LF
D O
CERRO ROMAULDO
1
7
'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S23
12" WHITE
22 LF
12" WHITE
18 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
85 LF
DETAIL 22
50 LF
N
DETAIL 2
366 LF, Cont.
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 2)
PER CITY STD 7320/21
"STOP" LEGEND
22 SQFT, Typ.
GREENWAY SYMBOL
45.5 SQFT, Typ.
MH
MH
MH
MH
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
2
3
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
2
5
ADD W84(CA) SIGN
ON 12" PUNCH
POST
CERRO ROMAULDO
JE
F
F
R
E
Y
JE
F
F
R
E
Y
17
'
19'
16
'
12'
N
12" WHITE
22 LF
"STOP" LEGEND
22 SQFT
12" WHITE
22 LF
MH
JEFFREY
HI
G
H
L
A
N
D
12" WHITE
19 LF
DETAIL 22
50 LF
N
"STOP" LEGEND
22 SQFT
MH
MH
MH
JEFFREY
JE
F
F
R
E
Y
13
'
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
13 LF
DETAIL 22
50 LF
N
MH
JEFFREY
CR
A
I
G
17'
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S24
LA
C
A
N
A
D
A
DETAIL 22
50 LF
DETAIL 2
35 LF
DETAIL 22
50 LF
DETAIL 2
79 LF
N
SA
N
T
A
L
U
C
I
A
(N) SPEED HUMP (TYPE 2)
PER CITY STD 7320/21
DETAIL 22
50 LF
"HUMP" LEGEND
25 SQFT, Typ.
GREENWAY SYMBOL
45.5 LF
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
2
5
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
12" WHITE
24 LF
12" WHITE
24 LF ADD W84(CA) SIGN
ON 12" PUNCH
POST
CERRO ROMAULDO
ADD W84(CA)
SIGN ON 12"
PUNCH POST
17
'
N.
T
A
S
S
A
J
A
R
A
CU
E
S
T
A
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
20 LF
12" WHITE
23 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
DETAIL 2
79 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
N
DETAIL 22, 68 LF
6" YELLOW 4' O.C.
GREENWAY SYMBOL
45.5 SQFT, Typ.
12" WHITE
26 LF
12" WHITE
36 LF
TRAFFIC CIRCLE
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
2
5
DETAIL 22, 50 LF
6" YELOW 4' O.C.
DETAIL 22, 74 LF
6" YELLOW 4' O.C.
DETAIL 22, 72 LF
6" YELLOW 4' O.C.
12" WHITE
17 LF
12" WHITE
16.5 LF
CERRO ROMAULDO
17
'
1
7
'
17'
17
'
17'
17'
17'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S25
LA
C
A
N
A
D
A
N
T
A
S
S
A
J
A
R
A
DETAIL 22
207 LF
N
DETAIL 22
270 LF
MH
MH
MH
MH
MH
TOLOSA
SA
N
T
A
L
U
C
I
A
17
'
17
'
N
MH
MH
MHMH
MH
MH
MH
MH
CUESTA
HI
G
H
L
A
N
D
FE
L
T
O
N
17'
15
'
17'
18
'
1
8
'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S26
N.
T
A
S
S
A
J
A
R
A
CU
E
S
T
A
DETAIL 22
50 LF
DETAIL 22
50 LF
BICYCLE LOOP SYMBOL
PER CALTRANS A24C
2 SQFT, Typ.
N
12" WHITE 16 LF
12" WHITE 32 LF
12" WHITE 42 LF
12" WHITE
32 LF 12" WHITE
16 LF
12" WHITE
24 LF
MHMHMH
MH
MH
MH
FOOTHILL
12" WHITE 36 LF
17'17.5'
16.4'
DETAIL 2
775 LF
N
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE
2) PER CITY STD 7320/21 SPEED HUMP (TYPE 2) PER
CITY STD 7320/21
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
2
5
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
3
2
ADD W84(CA) SIGN
ON 12" PUNCH
POST CERRO ROMAULDO
17
'
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S27
DE
L
N
O
R
T
E
N
12" WHITE
17 LF
"STOP" LEGEND
22 SQFT, Typ.
MH
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP
(TYPE 2) PER CITY
STD 7320/21
ADD W84(CA) SIGN
ON 12" PUNCH
POST
ADD W84(CA) SIGN
ON 12" PUNCH
POST
LA ENTRADA
"STOP" LEGEND
22 SQFT, Typ.
12' WHITE
17 LF
DETAIL 22
50 LF
DETAIL 22
837 LF
N
"HUMP" LEGEND
25 SQFT, Typ.
DETAIL 27B
1439 LF
DETAIL 27B
845 LF
TRAFFIC CIRCLE
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
2
9
ADD W84(CA) SIGN
ON 12" PUNCH
POST
SPEED HUMP (TYPE 2) PER
CITY STD 7320/21
7'
10
'
10
'
7'
RAMONA
RAMONA
LA
E
N
T
R
A
D
A
16
'
DE
L
S
U
R
S
A
N
J
O
S
E
LA ENTRADA
CAT
A
L
I
N
A
N
12" WHITE
26 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
167 LF
12" WHITE
32 LF
MH
MH
MH
12" WHITE
26 LF
L
A
E
T
R
A
D
A
1
5
'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S28
12" WHITE
16 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
N
DETAIL 22
837 LF Cont.DETAIL 27B
1439 LF Cont.
DETAIL 27B
845 LF Cont.
MHMH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
2
8
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
7'
10
'
10
'
7'
RAMONA
DE
L
M
A
R
17'
12" WHITE
16 LF
12" WHITE
16 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
16 LF12" WHITE
16 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
N
DETAIL 22
281 LF
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 2)
PER CITY STD 7320/21
DETAIL 27B
262 LF
DETAIL 27B
1439 LF Cont.DETAIL 22
191 LF
DETAIL 27B
176 LF
MHMH
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
3
0
7'
10
'
10
'
7'
7'
10
'
10
'
7'
ADD W84(CA) SIGN
ON 12" PUNCH
POSTRAMONA
RA
F
A
E
L
S.
T
A
S
S
A
J
A
R
A
17'16.5'
17'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S29
DETAIL 27B
179 LF DETAIL 22
194 LF
DETAIL 27B
164 LF
DETAIL 22
194 LF
DETAIL 22
200 LF
DETAIL 27B
420 LF
12" WHITE
23 LF
DETAIL 22
50 LF
SHARROW SYMBOL
10 SQFT, Typ.
N
(N) SPEED TABLE PER
CITY STD 7325
"HUMP" LEGEND
25 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.
MH MH
MH
MH
MH
H
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
3
0
ADD W84(CA) SIGN
ON 12" PUNCH
POST
ADD W84(CA) SIGN ON 12"
PUNCH POST
S.
T
A
S
S
A
J
A
R
A
16.5'
17'
RAMONA
EL
M
C
T
VE
R
D
E
10
'
8'
10
'
9'
14.5'
12" WHITE
17 LF
N
12" WHITE
14 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
12" WHITE
25 LF 12" WHITE
20 LF
12" WHITE
19 LF
12" WHITE
30 LF
MHMH
MH
LUNETA
HE
R
M
O
S
A
RA
F
A
E
L
S
T
A
S
S
A
J
A
R
A
20
'
19
'
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S30
DETAIL 2
775 LF, Cont.
MH
MH
MATCHLIN
E
SEE RIGHT
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
DETAIL 22
180 LF
BOYSEN
21
'
N
DETAIL 2
775 LF
"STOP" LEGEND
22 SQFT
12" WHITE 17 LF
DETAIL 22
50 LF
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
BOYSEN
20'
20
'
N C
H
O
R
R
O
N
DETAIL 2
127 LF
DETAIL 22
36 LF
"STOP" LEGEND
22 SQFT
12" WHITE
35 LF
MH
MA
T
C
H
L
I
N
E
SE
E
LE
F
T
BOYSEN
SA
N
T
A
R
O
S
A
2
1
'
PROTECT (E)
CROSS GUTTER
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S31
DETAIL 22
50 LF
N
N
GREENWAY SYMBOL
45.5 SQFT, Typ.
DETAIL 2
775 FT, Cont.
"STOP" LEGEND
22 SQFT, Typ.
INSTALL W-84 SIGN
ON 12' PUNCH POST
REMOVE (E) "BIKES MAY USE FULL
LANES" SIGN AND INSTALL CERRO
ROMAULDO NEIGHBORHOOD GREENWAY
SIGN ON (E) 12' PUNCH POST
MHMH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
2
7
CERRO ROMAULDO FE
R
R
I
N
I
17
'
DETAIL 22
50 LF
DETAIL 22
50 LF
12" WHITE
16 LF
N
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
16 LF
MH MH
MH
MH
ROUGEOT
CH
O
R
R
O
17
'
17
'
12" WHITE
DETAIL 22
50 LF
N
"STOP" LEGEND
22 SQFT, Typ.
MH
RAMONA
PA
L
O
M
A
R
18'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S32
12" WHITE
21 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
N
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
37 LF
12" WHITE
20 LF (N) SPEED HUMP (TYPE 2)
PER CITY STD 7320/21
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 2)
PER CITY STD 7320/21
REPLACE EXISTING PUNCH POST
WITH 14' PUNCH POST. INSTALL
W-84 SIGN. REINSTALL PARKING
SIGN UNDER W-84 SIGN.
INSTALL W-84 SIGN
ON 12' PUNCH
POST
MH MH MHMH
12" WHITE
21 LF
MEINECKE
BR
O
A
D
BE
N
T
O
N
CH
O
R
R
O
18
'
18
'
"STOP" LEGEND
22 SQFT, Typ.
N
12" WHITE
17 LF
GREENBACK SHARROW SYMBOL
36 SQFT, Typ.12" WHITE
13 LF
12" WHITE
18 LF
12" WHITE
33 LF
MH
MH
MH
MH
MH
MH
MH
12" WHITE
21 LF
MURRAY
BE
N
T
O
N
BR
O
A
D
CH
O
R
R
O
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S33
12" WHITE
15 LF
N
12" WHITE
11 LF
"STOP" LEGEND
22 SQFT, Typ.
MH
MH
MH
MH
MISSION
MISSIO
N
B
R
O
A
D
A
L
M
O
N
D
A
L
L
E
Y
A
L
M
O
N
D
12" WHITE 19 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
12" WHITE 16 LF
N
12" WHITE 37 LF
12" WHITE 37 LF
MH
MH
MH
MH
MH
MH
MH
CHORRO
MI
S
S
I
O
N
VE
N
A
B
L
E
20'
20'
N
"STOP" LEGEND
22 SQFT
12" WHITE
20 LF
MH
MH
SERRANO
BR
O
A
D
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S34
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 2)
PER CITY STD 7320/21
INSTALL W84(CA)
ON 12' PUNCH POST
N
MA
T
C
H
L
I
N
E
SE
E
RI
G
H
T
WEST
DETAIL 22
352 LF
12" WHITE
18 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
50 LF
RED CURB 20 LF LEFT
OF DRIVEWAY & 3 LF
RIGHT OF DRIVEWAY
N
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
MATCHLINE
SEE LEFT
LINCOLN
WE
S
T
M
I
S
S
I
O
N
19
'
20'
N
12" WHITE
18 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
50 LF
"HUMP" LEGEND
25 SQFT, Typ.
SPEED HUMP (TYPE 2) PER
CITY STD 7320/21
(N) SPEED HUMP
(TYPE 2) PER CITY
STD 7320/21
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
3
5
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
20'
LINCOLN
VE
N
A
B
L
E
MO
N
T
A
L
B
A
N
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S35
N
DETAIL 22
50 LF
12" WHITE
18 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
18 LF
MH
MH
SANTA ROSA
OA
K
MO
N
T
A
L
B
A
N
18'
17'
N
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 2)
PER CITY STD 7320/21
12" WHITE
18 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
50 LF
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
3
9
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
3
5
20'
LINCOLN
CE
N
T
E
R
MO
U
N
T
A
I
N
V
I
E
W
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S36
N
DETAIL A
SEE SHEET D1
682 LF12" WHITE
117 LF
MH
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
OLIVE
SA
N
T
A
R
O
S
A
19
'
DETAIL A
SEE SHEET D1
618 LF, Cont.
N
"STOP" LEGEND
22 SQFT
12" WHITE
10 LF
MH
MATCHLINE
SEEABOVE
OLIVE
O
L
I
V
E
101
O
F
F
R
A
M
P
19
'
LIMITS
O
F
WORK
LI
M
I
T
S
O
F
WO
R
K
101
O
N
R
A
M
P
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S37
12" WHITE
40 LF
12" WHITE
40 LF
DETAIL 22
50 LF
12" WHITE 18 LF
N
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
38 LF
12" WHITE
37 LF
12" WHITE
15 LF
12" WHITE
18 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
MH
MH
MH
MH
MH
CENTER
B
R
O
A
D
AL
M
O
N
D
CH
O
R
R
O
21
'
2
1
'
20
.
5
'
12" WHITE
19 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
DETAIL 22
50 LF
12" WHITE
16 LF
DETAIL 22
50 LF
12' WHITE 18 LF
12' WHITE
26 LF
DETAIL 22
50 LF
N
MH
MH
MH
MH
MH
MOUNTAIN VIEW
BR
O
A
D
CH
O
R
R
O
19
'
19
'
20
'
1
8
'
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S38
DETAIL 22
50 LF
N
12" WHITE
19 LF
12" WHITE
37 LF
12" WHITE
37 LF
INSTALL W84(CA) ON 12' PUNCH POST
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
M
A
T
C
H
L
I
N
E
S
E
E
L
E
F
T
LINCOLN
CH
O
R
R
O
20
'
12" WHITE
16 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
18 LF
DETAIL 22
340 LFDETAIL 22
50 LF
12" WHITE
18 LF
12" WHITE
43 LF
12" WHITE
41 LF
MH
MH
MH
MH
MH
MH
M
A
T
C
H
L
I
N
E
S
E
E
AB
O
V
E
LINCOLN
C
H
O
R
R
O
B
R
O
A
D
21
'
1
8
'
L
2
2
"HUMP" LEGEND
25 SQFT, Typ.
SPEED HUMP (TYPE 2) PER
CITY STD 7320/21
12" WHITE
18 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
50 LF
T
MH
MAT
C
H
L
I
N
E
SEE
RIG
H
T
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
3
6
LINCOLN
MO
U
N
T
A
I
N
V
I
E
W
20'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S39
N
DETAIL 22
50 LF YELLOW HI-VIS
CROSSWALKS
PER CITY STD
7350, 126 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
PARKING TEE PER
ENG. STD. 7410, Typ.
TYPE VII ARROW,
27 SQFT, Typ.
12" WHITE 34 LF
DETAIL 22 240 LF
DETAIL 27 B 40 LF
DETAIL 22 154 LF
TYPE IV ARROW,
15 SQFT, Typ.
DETAIL 38 50 LF
12" WHITE 39 LF
12" WHITE 153 LF
12" WHITE 153 LFBLUE PARKING T'S AND
ISA SYMBOL PER
CALTRANS STD PLAN
A24C, Typ.
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
MH
MH
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
4
1
MATCHLINE
SEE SHEET 43
14'10'11'
PALM
BR
O
A
D
CH
O
R
R
O
7.
5
'
13
'
12
'
7.
5
'
11'7.5'13'7.5'
12
'
12
'
16
'
N
DETAIL 22
50 LF DETAIL 2
463 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
50 LF
PARKING TEE PER ENG.
STD. 7410, Typ.
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
MATCHLINE
SEE SHEET 42
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350, 45 LF
PALM
NI
P
O
M
O
11'7.5'13'7.5'
13
'
7.
5
'
10
'
7.
5
'
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S40
MH
MH
N
DETAIL 22
97 LF
TYPE VII ARROW
27 SQFT, Ttp.
DETAIL 38 50 LF
PARKING TEES, Typ.
4" WHITE MOTORCYCLE PARKING
PER CITY STD 7410
TYPE IV ARROW
15 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 2
151 LF
6" YELLOW
50 LF
HI-VIS CROSSWALKS PER
CITY STD 7350, 107 LF
6" YELLOW 50 LF
MH
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SEE
SH
E
E
T
4
0
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
16
'
11
'
13
'
CH
O
R
R
O
PALM
MO
R
R
O
N
,y
p
PARKING TEE PER
ENG. STD. 7410, Typ.
DETAIL 22
50 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.12" WHITE
18 LF
DETAIL 9
247 LF12" WHITE 18 LF
12" WHITE 15 LF DETAIL 22
451 LF
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
4
6
MATCHLINE
SEE SHEET 45
4" WHITE MOTORCYCLE PARKING
PER CITY STD 7410
PALM
OS
O
S
73'
5'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S41
N
DETAIL 2
79 LF
DETAIL 22
50 LF
PARKING TEE PER
ENG. STD. 7410, Typ.
HI-VIS CROSSWALK PER
CITY STD 7350, 36 LF
DETAIL 22
50 LF
12" WHITE
23 LF
DETAIL 22
50 LF
DETAIL 2
175 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
14 LF
12" WHITE
19 LF
DETAIL 2
175 LFGRIND EXISTING STRIPING ON CONCRETE BRIDGE DECK AND
RESTRIPE PER PLAN. THERMOPLASTIC STRIPING PLACED ON
CONCRETE BRIDGE DECK REQUIRES A PRIMER COAT PRIOR TO
APPLICATION.
BLUE PARKING T'S AND ISA SYMBOL
PER CALTRANS STD PLAN A24C, Typ.
MH
MH
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
4
3
MATCHLINE
SEE SHEET 40
MATCHLINE
SEE SHEET 47
DETAIL 22
50 LF
MONTEREY
DANA
NI
P
O
M
O
BR
O
A
D
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S42
N
N
HI-VIS CROSSWALK PER
CITY STD 7350, 37 LF
6" YELLOW
50 LF
DETAIL A
SEE SHEET D1
59 LF
DETAIL 2
127 LF
PARKING TEE PER
ENG. STD. 7410, Typ.
DETAIL 22
240 LF
TYPE I 10" ARROW
14 SQFT, Typ.
HI-VIS CROSSWALKS
PER CITY STD 7350
118 LF
12" WHITE
18 LF
DETAIL 22
240 LF
DETAIL 29 W/ 12" YELLOW
DIAGONAL HATCHING
YIELD LINE 5Δ
7.5 SQFT
YIELD LINE 5Δ
7.5 SQFT
REPLACE IN-ROADWAY PED
SIGN
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
GREENWAY
45.5 SQFT, Typ.
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
4
2
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
4
4
MATCHLINE
SEE SHEET 40
CH
O
R
R
O
MONTEREY
BR
O
A
D
RO
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S43
COMMERCIAL LOADING ONLY COMMERCIAL LOADING ONLY COMMERCIAL LOADING ONLY
N
N
TYPE IV (B) ARROW
27 SQFT, Typ.PARKING TEE
PER ENG. STD.
7410, Typ.
BIKE LANE AND ARROW
SYMBOLS
10.5 SQFT, Typ.DETAIL 21
77 LF
MODIFIED
DETAIL 21
25 LF
DETAIL 21
106 LF DOUBLE 6" WHITE
68 LF
"PED" LEGEND
18 SQFT, Typ.
"XING" LEGEND
21 SQFT, Typ.
DETAIL 21
106 LF DETAIL 21
159 LF
DETAIL 21
154 LF
DETAIL 21
77 LF
GREENBACK
SHARROW
36 SQFT, Typ.
12" WHITE
41 LF
12" WHITE
41 LF
DETAIL 22
112 LF
12" WHITE
16 LF
12" WHITE
32 LF
12" WHITE
32 LF
HI-VIS CROSSWALKS PER
CITY STD 7350, 162 LF
12" WHITE
9 LF
DETAIL 38
50 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE I 10" ARROW
14 SQFT, Typ.
DETAIL 38
19 LF
REPLACE
IN-ROADWAY
PED SIGN REPLACE
IN-ROADWAY
PED SIGN
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS STD
PLAN A24C, Typ.
MH
MH
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
4
3
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
4
5
MATCHLINE
SEE SHEET 49
YIELD LINE 7Δ
10.5 SQFT
YIELD LINE 7Δ
10.5 SQFT
MONTEREY
CH
O
R
R
O
MO
R
R
O
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S44
N
19
'
4'
DETAIL 2
175 LF
"PED" LEGEND
18 SQFT, Typ.
"XING" LEGEND
21 SQFT, Typ.
DETAIL 22
50 LF
DETAIL 38
50 LF
DETAIL 22
161 LF
TYPE I 10' ARROW
14 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 38
50 LF
DETAIL 38
50 LF
DETAIL 38
50 LF
DETAIL 38
50 LF
TYPE VII ARROW
27 SQFT, Typ.
DETAIL 38
50 LF
PARKING TEE PER
ENG. STD. 7410, Typ.
DETAIL 22
431 LF
12" WHITE
10 LF
MH
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
4
4
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
4
6
MATCHLINE
SEE SHEET 41
MATCHLINE
SEE SHEET 50
BICYCLE LOOP SYMBOL
PER CALTRANS A24C
2 SQFT, Typ.
HI-VIS CROSSWALKS PER
CITY STD 7350
168 LF
MONTEREY
9'
9'
10
'
OS
O
S
6" WHITE STRIPE
34 LF MO
10
'
9'
10
'
T
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S45
2'
11'5'10'±8'±8'
BIKE BUFFER PER
DETAIL A, SHEET D1
193 LF
DETAIL 39
194 LF
INSTALL RIGHT TURN
YIELD TO BIKE SIGN
PARKING TEES, Typ.
"MPH" LEGEND
19.3 SQFT, Typ.
"25" LEGEND
17.5 SQFT, Typ.
HI-VIS CROSSWALKS
PER CITY STD 7350, 46 LF
HI-VIS CROSSWALKS PER
CITY STD 7350, 50 LFGREEN BIKE LANE COATING
PER SPECIAL PROVISIONS
1764 SQFT
DETAIL 38
50 LF
DETAIL 38
50 LF
BLUE PARKING T'S
AND ISA SYMBOL PER
CALTRANS STD PLAN
A24C, Typ.
INSTALL R81(CA) AND
R2-1 (25 MPH) SIGNS
ON 14' PUNCH POST
INSTALL R2-1 (25 MPH)
SIGNS ON 12' PUNCH POST
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
TYPE VII ARROW
27 SQFT, Typ.
MH
MH
MH
MHMH
MATCHLINE
SEE SHEET 50
MATCHLINE
SEE SHEET 54
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
REMOVE (E) METAL
PEDESTRIAN BARRICADES AND
NO PED CROSSING SIGNAGE
SEE SIGNAL
MODIFICATION PLAN,
SHEET X
+
32
00
+
33
00
+
34
+
72
0
0
+
73
0
0
2'
SANTA ROSA
HI
G
U
E
R
A
MA
R
S
H
N
PARKING TEE
PER ENG. STD.
7410, Typ.
12" WHITE
105 LF
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 38
50 LF
DETAIL 38
75 LF
12" YELLOW
44 LF
12" YELLOW
44 LF
TYPE I 10" ARROW
14 SQFT, Typ.
DETAIL 38
50 LF
DETAIL 38
50 LF
MH
MH
MH
MH
MH
MH
MH
MH
MH
MATCHLINE
SEE SHEET 41
MATCHLINE
SEE SHEET 45
SANTA ROSA
PA
L
M
MO
N
T
E
R
E
Y
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S46
28'40'40'36'
±8
'
2'
5'
2'
10
'
11
'
BIKE LANE AND
ARROW
SYMBOLS 10.5
SQFT, Typ.
TYPE VII ARROW
27 SQFT, Typ.
MOTORCYCLE SPACES
PER CITY STD 7410
DETAIL 39
706 LF
BIKE BUFFER
PER DETAIL A
709 LF
DETAIL 9 388 LF
DETAIL 27B
388 LF
PARKING TEE PER
ENG. STD. 7410, Typ.
±8
'
INSTALL
RIGHT TURN
YIELD TO
BIKE SIGN
INSTALL RIGHT TURN YIELD TO
BIKE SIGN
LEFT TURN
BIKE BOX PER
DETAIL F,
SHEET D1, Typ.
N
GREEN BIKE LANE COATING
PER SPECIAL PROVISIONS
1764 SQFT
DETAIL 2
175 LF
DETAIL 22
50 LF
DETAIL 38
50 LF
HI-VIS CROSSWALKS PER
CITY STD 7350, 130 LF
DETAIL 27B
28 LF
TYPE I 10" ARROW
14 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 22
271 LF
GREEN BIKE LANE CASE 1 PER
CITY STD 7360
40 LF
GREEN BIKE LANE CASE 1 PER
CITY STD 7360, 28 LF
DETAIL 2
79 LF
DETAIL 22
50 LF
GREENBACK
SHARROW SYMBOL
36 SQFT, Typ.
GREEN BIKE
LANE CASE 1 PER
CITY STD 7360
40 LF
HI-VIS CROSSWALKS
PER CITY STD 7350
167 LF
DETAIL 2
175 LF, Cont.
DETAIL 22
50 LF
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
MH
MH
MH
MH
MH
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
4
8
MATCHLINE
SEE SHEET 42
MATCHLINE
SEE SHEET 51
DETAIL 38
50 LF
12" WHITE
17 LF
B
+10 00 +11 00 +12 00 +13 00 +14 00 +15 00
HIGUERA
NI
P
O
M
O
BR
O
A
D
NI
P
O
M
O
BR
O
A
D
PROTECT (E)
PARKLET, Typ.
LEFT TURN BIKE
BOX PER DETAIL F,
SHEET D1, Typ.
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S47
37.0'40'10
'
±8
'
11
'
2'
±8
'
±8
'
5'
2'
11
'
±8
'
BIKE LANE AND
ARROW
SYMBOLS 10.5
SQFT, Typ.
MOTORCYCLE
SPACES PER CITY
STD 7410
DETAIL 9
205 LF
MOTORCYCLE
SPACES PER
CITY STD 7410
TYPE I 10"
ARROW
14 SQFT, Typ.
"XING" LEGEND
21 SQFT, Typ.
DETAIL 39
409 LF
BIKE BUFFER PER
DETAIL A, SHEET D1
409 LFDETAIL 39 552
LF
BIKE BUFFER PER
DETAIL A, SHEET D1
555 LF
"PED" LEGEND
18 SQFT, Typ.
DETAIL 27B
199 LFDETAIL 9
295 LF
DETAIL 27B
323 LF
PARKING TEE PER
ENG. STD. 7410, Typ.
LEFT TURN BIKE BOX PER
DETAIL F, SHEET D1
INSTALL
RIGHT TURN
YIELD TO
BIKE SIGN
N
TYPE VII
ARROW
27 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 38
50 LF
DETAIL 22
241 LF
HI-VIS CROSSWALKS
PER CITY STD 7350
167 LF
GREEN BIKE LANE CASE
1 PER CITY STD 7360
37 LF
"25" LEGEND
17.5 SQFT, Typ.
"MPH" LEGEND
19.3 SQFT, TYp.
DETAIL 22
282 LF
GREEN BIKE LANE
COATING PER
SPECIAL
PROVISIONS
1374 SQFT
DETAIL 38
50 LF
YIELD LINE 7Δ
10.5 SQFT
INSTALL R81(CA) ON
EXISTING PUNCH POST
WITH PARKING SIGN.
GREENWAY
45.5 SQFT, Typ.
GREENWAY
45.5 SQFT, Typ.
MH
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
4
7
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
4
9
MATCHLINE
SEE SHEET 52
12" WHITE
34 LF EA
12" WHITE
20 LF
12"
WHITE
40 LF
12" WHITE
20 LF
2'
10
'
2'
5'
+16 00 +17 00 +18 00 +19 00 +20 00 +21 00
PROTECT (E)
PARKLET, Typ.
PROTECT (E)
PAVERS, Typ.
HIGUERA
GA
R
D
E
N
CH
O
R
R
O
CH
O
R
R
O
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S48
BIKE LANE AND
ARROW
SYMBOLS 10.5
SQFT, Typ.
28'40'
±8
'
10
'
2'
11
'
±8
'
±8
'
10
'
5'
11
'
2'
5'
±8
'
11
'
10
'
±8
'
±8
'
2'
5'
2'
10
'
13
'
TYPE VII
ARROW 27
SQFT, Typ.
52'
DETAIL 39
294 LF
BIKE BUFFER
PER DETAIL A
294 LF
DETAIL 39
332 LF
BIKE BUFFER PER
DETAIL A, SHEET D1
329 LF
DETAIL 9
273 LF
DETAIL 27B
272 LF
DETAIL 9
127 LF
DETAIL 27B
147 LF
DETAIL 9
199 LF DETAIL 27B
100 LF
PARKING TEE
PER ENG. STD.
7410, Typ.
"XING" LEGEND
21 SQFT, Typ.
"PED"
LEGEND 18
SQFT, Typ.
MODIFIED LEFT TURN
BIKE BOX PER
DETAIL F, SHEET D1
INSTALL RIGHT
TURN YIELD TO
BIKE SIGN
N
GREEN BIKE LANE
CASE 1 PER CITY
STD 7360
40 LF GREEN BIKE
LANE COATING
PER SPECIAL
PROVISIONS
823 SQFT
GREEN BIKE LANE COATING
PER SPECIAL PROVISIONS
729 SQFT
GREEN BIKE LANE
COATING PER
SPECIAL PROVISIONS
1110 SQFT
CO
HI-VIS CROSSWALKS
PER CITY STD 7350
152 LF
GREEN BIKE LANE CASE 1
PER CITY STD 7360
28 LF
GREEN BIKE LANE CASE 1
PER CITY STD 7360
52 LF
YIELD LINE 7Δ
10.5 SQFT
GREENWAY
45.5 SQFT, Typ.
ISA SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
INSTALL R2-1 "25
MPH" SIGN 12'
PUNCH POST
INSTALL R2-1 "25
MPH" SIGN 12'
PUNCH POST
REPLACE EXISTING PUNCH
POST WITH 14' PUNCH POST.
INSTALL BILL ROALMAN
NEIGHBORHOOD GREENWAY
SIGN. REINSTALL PARKING
SIGN UNDER NEIGHBORHOOD
GREENWAY SIGN.
MH
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
4
8
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
0
MATCHLINE
SEE SHEET 44
MATCHLINE
SEE SHEET 53
12" WHITE
34 LF EA
12" WHITE
20 LF
12" WHITE
40 LF
12" WHITE
20 LF
7'
00 +22 00 +23 00 +24 00 +25 00 +26 00 +27
HIGUERA
MO
R
R
O
MO
R
R
O
2'
PROTECT (E)
PARKLET, Typ.
2'
2'
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S49
BIKE LANE AND ARROW
SYMBOLS 10.5 SQFT, Typ.
40'40'5'
±8
'
10
'
11
'
±8
'
±8
'
BIKE BUFFER PER
DETAIL A, SHEET 1
456 LF
TYPE VII ARROW 27
SQFT, Typ.
GREEN BIKE LANE CASE 1
PER CITY STD 7360
76 LF
2'
DETAIL 39 412
LF
BIKE BUFFER
PER DETAIL A
409 LF
PARKING TEE PER
ENG. STD. 7410, Typ.DETAIL 9
436 LF
DETAIL 27B
437 LF
76'10
'
11
'
INSTALL RIGHT TURN
YIELD TO BIKE SIGN
2'
MODIFIED LEFT TURN
BIKE BOX PER
DETAIL F, SHEET D1
N
19
'
4'
GREEN BIKE LANE
COATING PER SPECIAL
PROVISIONS
1110 SQFT Cont.
GREEN BIKE LANE COATING
PER SPECIAL PROVISIONS
1764 SQFT
"25" LEGEND
17.5 SQFT, Typ.
"MPH" LEGEND
19.3 SQFT, TYp.
DETAIL 38
50 LF
TYPE IV
ARROW
15 SQFT, Typ.
DETAIL 22
230 LF
DETAIL 22
321 LF
TYPE I 10"
ARROW
14 SQFT, Typ.
GREEN BIKE LANE CASE 1
PER CITY STD 7360
40 LF
GREEN BIKE LANE CASE 1
PER CITY STD 7360
40 LF
DETAIL 38
50 LF
ISA SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
4
9
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
4
6
MATCHLINE
SEE SHEET 45
MATCHLINE
SEE SHEET 54
12" WHITE BOUNDING
LINES 292 LF TOTAL
12" WHITE
40 LF
2'7'
+27 00 +28 00 +29 00 +30 00 +31 00 +32 00
HIGUERA
OS
O
S
S
T
OS
O
S
S
T
PROTECT (E)
PARKLET, Typ.
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S50
DETAIL 27B
381 LF
±8
'
10
.
5
'
10
.
5
'
±8
'
GREEN BIKE LANE CASE 2
PER CITY STD 7360
44 LF
PARKING TEE PER
ENG. STD. 7410, Typ.TYPE VII ARROW
27 SQFT, Typ.
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
DETAIL 27B
381 LF
DETAIL 9
381 LF
MEDIAN WITH
CENTER
DRAINAGE GAP
PER DETAIL H,
SHEET D1, 124 LF
LEFT TURN BIKE
BOX PER DETAIL
B, SHEET D1
MARKINGS
PER DETAIL D,
SHEET D1, Typ.
DETAIL 39A
28 LF EA
INSTALL RIGHT
TURN YIELD TO
BIKE SIGN
N
DETAIL 22
271 LF
DETAIL 22
50 LF
12" WHITE
19 LF
PROTECT (E)
BIKE LANE
DETAIL 38
50 LF
12" WHITE
19 LF
DETAIL 22
128 LF
DETAIL 38
42 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE I 10" ARROW
14 SQFT, Typ.
DETAIL 22
262 LF
DETAIL 38
85 LF
GREENBACK
SHARROW SYMBOL
11.5 SQFT, Typ.
MEDIAN PER DETAIL H,
SHEET D1, 65 LF
GREENWAY
45.5 SQFT, Typ.
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
GREENBACK
SHARROW SYMBOL
11.5 SQFT, Typ.
MH
MH
MH
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
2
MATCHLINE
SEE SHEET 47
MATCHLINE
SEE SHEET 55
HI-VIS CROSSWALKS
PER CITY STD 7350
127 LF
INSTALL R10-11 SIGN
ON NEW (N) POST
12" WHITE BOUNDING
LINES 320 LF TOTAL
2'
2'
6'
+50 00 +51 00 +52 00 +53 00 +54 00 +55 00
3'
MARSH
NI
P
O
M
O
PROTECT (E)
PARKLET, Typ.
GREEN BIKE LANE CASE 2
PER CITY STD 7360, 45 LF
LEFT TURN BIKE
BOX PER DETAIL F,
SHEET D1
LEFT TURN
BIKE BOX PER
DETAIL F,
SHEET D1
BR
O
A
D
MEDIAN PER DETAIL H,
SHEET D1, 84 LFINSTALL TYPE K-I
(CA) BOLT DOWN
MARKER 0M2-1H
ON MEDIAN
NOSE END, Typ.
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S51
MEDIAN WITH CENTER
DRAINAGE GAP PER DETAIL
H, SHEET D1, 136 LF
DETAIL 27B
210 LF
GREEN BIKE LANE CASE 2
PER CITY STD 7360, 67 LF
GREEN BIKE LANE
CASE 2 PER CITY STD
7360, 37 LF
BIKE LANE AND ARROW
SYMBOLS 10.5 SQFT, Typ.
MOTORCYCLE
SPACES PER CITY
STD 7410
TYPE VII ARROW
27 SQFT, Typ.
DETAIL 27B
134 LF
DETAIL 27B
188 LF
MEDIAN WITH
CENTER DRAINAGE
GAP PER DETAIL H,
SHEET D1, 213 LF
DETAIL 9
188 LF
DETAIL 9
284 LFDETAIL 27B
284 LF
LEFT TURN BIKE
BOX PER DETAIL
F, SHEET D1
LEFT TURN
BIKE BOX
PER
DETAIL F,
SHEET D1
MARKINGS PER
DETAIL D,
SHEET D1, Typ.
PARKING TEE
PER ENG. STD.
7410, Typ.
INSTALL RIGHT TURN
YIELD TO BIKE SIGN
INSTALL
RIGHT TURN
YIELD TO BIKE
SIGN
N
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
DETAIL 38
42 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE I 10" ARROW
14 SQFT, Typ.
DETAIL 22
50 LF
MOTORCYLE
PARKING
INSTALL ZICLA ZEBRA
CONFIGURATIONS
PER DETAIL E, SHEET
D1, 24 LF
INSTALL ZICLA ZEBRA
CONFIGURATIONS PER
DETAIL E, SHEET D1, 23 LF
INSTALL ZICLA ZEBRA
CONFIGURATIONS
PER DETAIL E, SHEET
D1, 33 LF
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS STD
PLAN A24C, Typ.
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
GREENWAY
45.5 SQFT, Typ.
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
1
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
3
MATCHLINE
SEE SHEET 48
MATCHLINE
SEE SHEET 55
12" WHITE BOUNDING
LINES 302 LF TOTAL
12" WHITE BOUNDING
LINES 227 LF TOTAL
YIELD LINE 7Δ
10.5 SQFT
+56 00 +57 00 +58 00 +59 00 +60 00 +61 00
±8
'
10
.
5
'
10
.
5
'
±8
'
3'
2'
6'
3'
6'
3'±8
'
2'
10
.
5
'
10
.
5
'
2'
±8
'
MARSH
GA
R
D
E
N
CH
O
R
R
O
DETAIL 38
18 LF
INSTALL TYPE K-I (CA)
BOLT DOWN MARKER
0M2-1H ON MEDIAN
NOSE END, Typ.
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S52
DETAIL 27B
273 LFMEDIAN PER
DETAIL H,
SHEET D1, 91 LF
DETAIL 9
126 LF DETAIL 9
273 LF
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
"XING"
LEGEND 21
SQFT, Typ.
"PED"
LEGEND
18 SQFT, Typ.
TYPE VII
ARROW
MEDIAN WITH CENTER
DRAINAGE GAP PER
DETAIL H, SHEET D1, 188 LF
DETAIL 9
235 LF DETAIL 27B
273 LF
DETAIL 27B
102 LF
DETAIL 27B
126 LF
DETAIL 27B
235 LF
MEDIAN WITH
CENTER DRAINAGE
GAP PER DETAIL H,
SHEET D1, 105 LF
MARKINGS
PER DETAIL
D, SHEET D1,
Typ.
PARKING TEE
PER ENG. STD.
7410, Typ.
INSTALL RIGHT
TURN YIELD TO
BIKE SIGN
GREEN BIKE LANE
CASE 2 PER CITY
STD 7360, 31 LF
N
12" WHITE
16 LF
HI-VIS CROSSWALKS
PER CITY STD 7350
155 LF
6" YELLOW
50 LF
YIELD LINE 7Δ
10.5 SQFT
LEFT TURN BIKE BOX
PER DETAIL F, SHEET D1
GREENWAY
45.5 SQFT, Typ.
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
MH
MHMH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
2
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
4
MATCHLINE
SEE SHEET 49
MATCHLINE
SEE SHEET 56
GREEN BIKE
LANE CASE 1 PER
CITY STD 7360
40 LF
BIKE BUFFER PER
DETAIL C, SHEET D1
124 LF EA
BIKE BUFFER PER
DETAIL C, SHEET D1
30 LF
GREEN BIKE
LANE COATING
PER SPECIAL
PROVISIONS
152 SQFT
+61 00 +62 00 +63 00 +64 00 +65 00 +66 00
M
6'3'
10
.
5
'
10
.
5
'
2'7'
5'2'
6'3'
±8
'
2'
10
.
5
'
10
.
5
'
2'
±8
'
6'
3'±8
'
2'
10
.
5
'
10
.
5
'
2'
±8
'
MARSH
MO
R
R
O
DETAIL 2
151 LF
GREEN BIKE
LANE COATING
PER SPECIAL
PROVISIONS
626 SQFT
2'
1'
INSTALL TYPE K-I
(CA) BOLT DOWN
MARKER 0M2-1H
ON MEDIAN
NOSE END, Typ.
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S53
DETAIL 27B
435 LF
BIKE LANE AND ARROW
SYMBOLS, 10.5 SQFT, Typ.
TYPE VII ARROW
27 SQFT, Typ.DETAIL 9
435 LF
MEDIAN WITH CENTER
DRAINAGE GAP PER
DETAIL H, SHEET D1, 75 LF
DETAIL 27B
435 LF
PARKING TEE
PER ENG. STD.
7410, Typ.
LEFT TURN BIKE
BOX PER
DETAIL F,
SHEET D1
GREEN BIKE LANE
CASE 2 PER CITY
STD 7360, 46 LF
N
12" WHITE
11 LF HI-VIS CROSSWALKS PER
CITY STD 7350
192 LF
TYPE I 10" ARROW
14 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 38
50 LF
DETAIL 22
321 LF
MEDIAN PER
DETAIL H, SHEET
D1, 61 LF
MEDIAN WITH CENTER
DRAINAGE GAP PER DETAIL
H, SHEET D1, 118 LFGRIND EXISTING STRIPING ON CONCRETE BRIDGE
DECK AND RESTRIPE PER PLAN. THERMOPLASTIC
STRIPING PLACED ON CONCRETE BRIDGE DECK
REQUIRES A PRIMER COAT PRIOR TO APPLICATION.
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS STD
PLAN A24C, Typ.
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
MH
MH MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
3
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
4
6
MATCHLINE
SEE SHEET 50
MATCHLINE
SEE SHEET 56
+67 00
+68 00 +69 00 +70 00 +71 00 +72 00
O
6'
3'±8
'
2'
10
.
5
'
10
.
5
'
2'
±8
'
MARSH
OS
O
S
S
T
MARSH STREET BRIDGE
INSTALL RIGHT TURN
YIELD TO BIKE SIGN
INSTALL TYPE K-I (CA) BOLT
DOWN MARKER 0M2-1H ON
MEDIAN NOSE END, Typ.
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S54
PARKING TEE PER
ENG. STD. 7410, Typ.
DETAIL 2
247 LF
STRIPED BULBOUT PER
DETAIL I, SHEET D1, Typ.12" WHITE
12 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
6" YELLOW
50 LF
GREENBACK
SHARROW
SYMBOL
36 SQFT, Typ.DETAIL 22
262 LF, Cont.
12" WHITE
11 LF
12" WHITE
33 LF
DETAIL 22
50 LF
GREENWAY
45.5 SQFT, Typ.
HI-VIS
CROSSWALKS
PER CITY STD
7350,136 LF
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
5
MATCHLINE
SEE SHEET 55
PACIFIC
NI
P
O
M
O
BR
O
A
D
12" WHITE
40 LF "STOP" LEGEND
22 SQFT
HI-VIS
CROSSWALKS
PER CITY STD
7350,142 LF
PROTECT (E)
PAINTED
BULBOUT, Typ.
PARKING TEE PER
ENG. STD. 7410, Typ.
DETAIL 2
247 LF
6" YELLOW
50 LF
6" YELLOW
50 LF
6" YELLOW
50 LF6" YELLOW
50 LF
DETAIL 2
79 LF
12" WHITE
15 LF
12" WHITE
16 LF
DETAIL 22
50 LF
12" WHITE
16 LF
12"
WHITE
19 LF
MH
MH
MH
MH
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
5
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
6
MATCHLINE
SEE SHEET 52
PACIFIC
GA
R
D
E
N
CH
O
R
R
O
"STOP" LEGEND
22 SQFT
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S55
57'
3'
3'
57'
DETAIL 38
71 LF 6" YELLOW
71 LF
"STOP"
LEGEND
22 SQFT, Typ.
"AHEAD"
LEGEND
31 SQFT, Typ.
12" WHITE
8 LF
12" WHITE
10 LF
6" YELLOW
131 LF
DETAIL 2
127 LF
STRIPED BULBOUT PER
DETAIL I, SHEET D1, Typ.
PARKING TEE PER
ENG. STD. 7410, Typ.
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
5
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
6
MATCHLINE
SEE SHEET 53
PACIFIC
MO
R
R
O
DETAIL 2
127 LF
DETAIL 2
319 LF
HI-VIS CROSSWALKS
PER CITY STD 7350
96 LF
DETAIL 22
50 LF
"STOP"
LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
PARKING TEE PER
ENG. STD. 7410, Typ.
MH
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
6
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
6
MATCHLINE
SEE SHEET 56
PACIFIC
OS
O
S
S
T
P
DETAIL 2
50 L
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S56
N
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SH
E
E
T
5
7
PACIFIC
SA
N
T
A
R
O
S
A
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT
12" WHITE
13 LF
N
DETAIL 22
102 LF
"KEEP" LEGEND
24 SQFT
HI-VIS CROSSWALKS
PER CITY STD 7350
25 LF
"CLEAR" LEGEND
27 SQFT
6" YELLOW
102 LF
ISA SYMBOL PER
CALTRANS STD
PLAN A24C, Typ.
TYPE I 10" ARROW
14 SQFT, Typ.
YIELD
LINE 5Δ
7.5 SQFT
4" YELLOW WITH
YELLOW BOT DOTS
191 LF
(10) 4" YELLOW
17 LF EA @ 45°
M
H
M
H
M
H
M
H
M
H
RAILROAD OS
O
S
S
T
SA
N
T
A
RO
S
A
REMOVE (E) REINSTALL
WHEEL STOPS, Typ.
R30.5'
45°
LIMITS
O
F
W
O
R
K
9.5
'9.5
'
9.3'9.3
'9.3
'9.3
'
22
.
0
'
21
.
4
'
8.6
'
8.8'
8.8
'
8.8
'
8.8
'
8.8'
22
'
5.5'
8'
NO
PAR
K
I
N
G
8'9.5'8'
1
8
'
13 SPACES @ 8.8
'
8.8'
8.8'
4 SPACES @ 8.8'
20
.
3
'
8.8'8.8'
8.5
'
21
.
7
'
8'
5'
9'
7 SPACES @ 8.5'
4" WHITE PARKING
STALL STRIPE PER
ENG. STD. 2250, Typ.
4" WHITE
NO
PARKING
NO
PARKING
19'±
4 SPACES @ 8.5'
9 SPACES @ 8.7'
4 SPACES @ 8.0'
5 SPACES @ 8.5'
13.
6
'
14.
2
'
19.
5
'
8.7
'
8.
5
'
8.5
'
4 SPACES @ 8.0'
ACCESSIBLE AISLE AND "NO PARKING"
LEGEND PER CALTRANS STD A90A, Typ.
16.
5
'
16.
5
'
8'
8'
4" WHITE @
3' O.C.
N
DETAIL 22
50 LF
"STOP"
LEGEND
22 SQFT, Typ.12" WHITE
19 LF
"ONLY"
LEGEND
22 SQFT
TYPE VII
ARROW
27 SQFT
12" WHITE
17 LF
MH
MH
MHMH
MH
CARMEL
MA
R
S
H
PA
C
I
F
I
C
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S57
TYPE IV ARROW
(15 SQFT)
TYPE I
ARROW
(14 SQFT)
DETAIL 22
74 LF
DETAIL 27B
81 LF
DETAIL 39
87 LF
HI-VIS CROSSWALK PER
CITY STD 7350 (46 LF)
BIKE BUFFER
DETAIL A, SHEET 25
31 LF, R°=41
INSTALL Zicla Zebra Cycle Lane
Separators PER DETAIL L3,
SHEET 25. LEAVE GAP FOR
BIKES COMING FROM EB
HIGUERA TO ENTER LANE
HI-VIS
CROSSWALK
PER CITY STD
7350 (46 LF)
DETAIL 27B
36 LF
DETAIL
39
45 LF
YIELD LINE
7 TRIANGLES
DETAIL 27B
36 LF
DETAIL 27B 28 LF
4" WHITE 5' O.C.
DETAIL 27B 28 LF
4" WHITE 5' O.C.
YIELD LINE
5 TRIANGLES
HI-VIS CROSSWALK PER
CITY STD 7350 (60 LF)
"YIELD" SYMBOL
24 SQFT
DETAIL 28 47 LF
4" WHITE 5' O.C.
TYPE I ARROW 18"
(25 SQFT), Typ.
DETAIL 27B
28 LF
12" WHITE 23 LF
HI-VIS CROSSWALK
PER CITY STD 7350
(71 LF)
HI-VIS
CROSSWALK
PER CITY STD
7350 (38 LF)
LAST 30' OF BOTH BUFFERS INSTALL IN
BUFFER, Zicla Zebra Cycle Lane Separators
PER DETAIL L3, SHEET 25
DETAIL 41
57 LF
N
MH
MH
MH
MH
MH
MH
12" WHITE 22 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
50 LF
N
MH
MH
6" YELLOW
100 LF
"STOP" LEGEND
22 SQFT
12" WHITE 23 LF
N
MH
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S58
N
12" WHITE
19 LF
"STOP" LEGEND
22 SQFT
MH
MH
MH
N
12" WHITE
24 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
12" WHITE
20 LF
DETAIL 22
50 LF
MH
MH
MH
N
12" WHITE
20 LF
"STOP"
LEGEND
22 SQFT
MH
No. C 84733
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S59
MH
N
DETAIL 22
50 LF
TYPE IV ARROW
15 SQFT, Typ.
12" WHITE
42 LF
DETAIL 22
50 LF
12" WHITE
41 LF
12" WHITE
16 LF
TYPE VIII ARROW
27 SQFT, Typ.
DETAIL 27B
50 LF
DETAIL 27B
50 LF
12" WHITE
44 LF
12" WHITE
41 LF
MH
MH
DETAIL 22
50 LF
N
"STOP" LEGEND
22 SQFT
12" WHITE
28 LF
MH
N
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT
12" WHITE
28 LF
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S60
N
DETAIL 22
44 LF DETAIL 22
454 LF
12" WHITE
24 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 27B
490 LF
DETAIL 39A
88 LF
4" WHITE, 15' O.C.
9 LF EA DETAIL 27B
249 LF
DETAIL 39A
100 LF
DETAIL 39A
100 LF
DETAIL 27B
444 LF DETAIL 27B
444 LF
MH
MH
MA
T
C
H
L
I
N
E
SE
E
AB
O
V
E
MA
T
C
H
L
I
N
E
SE
E
SE
E
S
6
2
N
DETAIL 22
563 LF"HERE"
LEGEND
26 SQFT
"WAIT" LEGEND
19 SQFT
TYPE IV
ARROW
15 SQFT, Typ.
12" WHITE
14 LF
12" WHITE
94 LF
12" WHITE
63 LF
DETAIL 38
244 LF
12" WHITE
18 LF
DETAIL 38
241 LF
DETAIL 27B
546 LF
TURN
SHARROW
12.5 SQFT, Typ.
GREEN BIKE LANE
CASE 1 PER CITY
STD 7360
220 LF
GREEN BIKE LANE CASE 1 PER
CITY STD 7360
64 LF
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
BE
L
O
W
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S61
N
12" WHITE
22 LF
"STOP"
LEGEND
22 SQFT
DETAIL 39A
76 LF
27B
BIKE LANE AND
ARROW
SYMBOLS 10.5
SQFT, Typ.
MH
MH
MH
MA
T
C
H
L
I
N
E
SE
E
SE
E
S
6
1
No. C 84733 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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
ST
R
I
P
I
N
G
S62
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
SK
BN
MONTH YEAR
1000167
Y
DE
T
A
I
L
S
D1
MODIFIED CALTRANS DETAIL 22
NOT TO SCALE
BIKE BUFFER
NOT TO SCALE
GREENBACK SHARROW
NOT TO SCALE
STRIPED BULBOUT
NOT TO SCALE
LOADING ZONE BUFFER MARK
NOT TO SCALE
L O A D I N G Z O N E
L O A D I N G Z O N E BIKE BUFFER AT DRIVEWAY
NOT TO SCALE
INSTALLATION NOTES:
1
2
3
4
5
4
AA
33
LAYOUT
SECTION A-A 56
CONCRETE MEDIAN DETAIL (MODIFIED CITY STD. 4940)
NOT TO SCALE
LEFT-TURN BIKE BOX
NOT TO SCALE
CUSTOM CLASS IV BIKEWAY SIGN
NOT TO SCALEG
4
GREEN WAY SYMBOL
NOT TO SCALE
DETAIL L3: ZICLA ZEBRA OBLIQUE CONFIGURATION WITH FLEX POST
DETAIL L4: ZICLA ZEBRA OBLIQUE CONFIGURATION
ZICLA ZEBRA CONFIGURATIONS
NOT TO SCALE
TURN SHARROW
NOT TO SCALE
A
B
C
D
E
F
H
I
J
K L
Signs per Intersection Control table.
10' min. separation from marked or unmarked crosswalk to circle.
Curb extension striping provided on all major street approaches.
REVISIONS BY APP DATE
STANDARD CURRENT AS OF:7###
XX MH 8-16
2
August 2016
New standard
1
R=200'
3
1
2
1
1
ST
O
P
3
Concrete curb
extension
Curb extension
striping per
Detail "B"
12'12'
12'12'
R=200'
Splitter island striping
per Detail "A"
Paint curb red within
sight distance triangle
Detail 22
6" Yellow
Stripes 4' o.c.
Type D
markers
1
Minor Street
Ma
j
o
r
S
t
r
e
e
t
Drain grate plates
P.O.T.
P.O.T.
P.O.T.= Point of tangency
R=1"
Extend curb depth to match adjacent asphalt thickness or 7" min.
Type D yellow retroreflective marker spaced per table above.
Remove pavement and base course and loosen subsoil to a depth of 6".
Remove pavement and place fill compacted to 90% min. density.
A. Diameter of traffic circle may vary to maintain 10' min. separation from marked or unmarked crosswalk to circle.
B. Curb height 4" maximum.
C. All PCC shall be Class 2.
D. See Engineering Standard 4110 for notes regarding pavement removal and repair.
E. See Engineering Standard 7210 for Sign Posts.
F. Score expansion joints on mountable concrete curb: 4 for circles <20' diameter and 8 for circles >20' diameter.
2'
4"
1"
6"
4"
1'
Concrete mountable curb
Existing
pavement
3:1 slope
Landscaping
or pavers
"R-TC" sign (typ.)
Concrete
mountable curb;
see typical section
Dia
m
e
t
e
r
p
e
r
n
o
t
e
A
Type D marker
spaced per table
REVISIONS BY APP DATE
STANDARD CURRENT AS OF:7###
XX MH 8-16
August 2016
New standard
18" Min
2
Patch Paving
1
2
3
1
3
R=1"
LAYOUT DETAILS
Length of red curb on
egress to be determined
by Fire Dept. or Engineer.
Optional
Detail 27B
Optional treatment:
mountable raised island
18"
24
"
30
"
R=15'
R=5'
Detail 27B
Type G markers offset
2" from stripe, 4' o.c.
6"dia. 134" crowned white
markers (Permark P19-1Wsp
or approved equal) 4' o.c.
Type A
markers 4' o.c.
4" white
stripes 4' o.c.
Existing curb
R=1"
2'
4"
6"
4"
Concrete mountable curb
Existing
pavement
18" Min
2
Patch Paving
1
PAVERS
2" SAND
4
4
10%
Existing Curb Face
Va
r
i
e
s
,
2
0
'
M
i
n
.
Varies, 20' Min.
Airvol tri-cobble pavers,
charcoal/red blend color
(or approved equal)
"R-TC" sign (typ.)
4" Yellow Stripe
Dia
m
e
t
e
r
p
e
r
n
o
t
e
A
Type D marker
spaced per table
Traffic Logix Supperflex curbing,
brick red with yellow reflective
tape (or approved equal)
Temporary
Flex Curb
Existing
pavement
Pavers
Sand
A. Approach control types may vary. All approach control types areshown. Final configuration to be determined by Engineer.
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
KH
SK
BN
MONTH YEAR
1000167
Y
DE
T
A
I
L
S
D2
CO
M
P
A
C
T
TANK FARM ROAD
4
2
3
1
5
6
7
8
9
10
11
12
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
MG
BN
FEBRUARY 2022
1000560
Y
HN
C1
0
SCALE IN FEET
15 30
CI V I L
No. C 84733
HAI-L O N G Q. NG
U
Y
E
N
+
1
6
0
0
+
17
00 +18 00
+19 00
+20 00
+21 00
+22 00MADONNA INN
DETAIL 27B
(3,520 LF)
DETAIL 27B
(3,520 LF)
MODIFIED DETAIL 1
(3500 LF)
22' ACCESS
EASEMENT
(E) 6'X4' DOUBLE
BOX CULVERT
+23 00
+24 00
+25 00
+26 00
+27 00
+28 00
HIGHWAY 101 (CALTRANS)
DETAIL 27B
(3,520 LF)
DETAIL 27B
(3,520 LF)
MODIFIED DETAIL 1
(3500 LF)
22' ACCESS
EASEMENT
+
10
00
+11 00
+12 00
+13 00
+14 00 +15 00
LEFT ARROW
(10.0 SF)
10 LF (TYP.)
DETAIL 27B
(3,520 LF)
DETAIL 27B
(3,520 LF)
MODIFIED DETAIL 1
(3500 LF)
22' ACCESS
EASEMENT
(E) TREE
LOW 9 FT VERTICAL
CLEARANCE
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
MG
BN
FEBRUARY 2022
1000560
Y
HN
ST
A
1
5
+
8
5
-
S
E
E
B
E
L
O
W
ST
A
1
5
+
8
5
-
S
E
E
A
B
O
V
E
ST
A
2
0
+
2
0
-
S
E
E
B
E
L
O
W
ST
A
2
0
+
2
0
-
S
E
E
A
B
O
V
E
ST
A
2
8
+
1
2
-
S
E
E
S
H
E
E
T
P
2
1" = 40'
C2
MA
D
O
N
N
A
I
N
N
P
A
T
H
W
A
Y
ST
A
1
0
+
0
0
-
S
T
A
2
8
+
1
2
STRIPING NOTES
1. MODIFIED DETAIL 1 MUST HAVE 3 FOOT STRIPE
AND 9 FOOT GAP.
2. ALL BIKE PATHWAY STRIPING TO BE 4" WIDE.
3. ALL EXISTING STRIPING AND MARKINGS MUST BE REMOVED PRIOR TO SLURRY SEAL
APPLICATIONS.
4. TWO CONTINUOUS 4” WHITE EDGE STRIPES (DETAIL 27B) MUST BE APPLIED
APPROXIMATELY 4 INCHES FROM THE EDGE OF THE PAVEMENT.
LEGENDCONSTRUCTION NOTES
1. REMOVE ALL SOIL/GRAVEL ON PATHWAYS AND TRIM BACK VEGETATION TO REVEAL EDGE OF
PAVEMENT PRIOR TO APPLICATION OF SLURRY SEAL.
2. PATHWAY WIDTH VARIES. TYPICAL WIDTH IS 12 FEET. THE PATHWAY IS LOCATED WITHIN A 22 FEET
ACCESS EASEMENT.
3. LOW VERTICAL CLEARANCE EXIST WITHIN THE PATHWAYS. WHERE TRIMMING OF EXISTING
VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE IN A MANNER TO REMOVE THE
MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING IN AN ATTRACTIVE
CONDITION. CONTRACTOR TO HIRE CERTIFIED ARBORIST FOR TREE TRIMMING TO ALLOW NECESSARY
EQUIPMENT CLEARANCE. NOTIFY THE ENGINEER 48 HRS IN ADVANCE OF THE WORK.
TYPE II SLURRY SEAL (4,700 SY)
C I V I L
No. C 84733
HAI-L O N G Q. NG
U
Y
E
N
40
SCALE IN FEET
0
+29 00 +30 00 +31 00 +32 00 +33 00 +34
HIGHWAY 101 (CALTRANS)
DETAIL 27B
(3,520 LF)
DETAIL 27B
(3,520 LF)
MODIFIED DETAIL 1
(3500 LF)
22' ACCESS
EASEMENT
+00
+35 00
+36 00 +37 00 +38 00 +39 00
DETAIL 27B
(3,520 LF)
DETAIL 27B
(3,520 LF)
MODIFIED DETAIL 1
(3500 LF)
22' ACCESS
EASEMENT
+40 00
+41 00
+42 00
+43 00
+44 00
+
45
00
FER
N
A
N
D
E
Z
L
N
MODIFIED DETAIL 1
(3500 LF)
DETAIL 27B
(3,520 LF)
DETAIL 27B
(3,520 LF)10 LF (TYP.)
12" WHITE
(7 LF)
22' ACCESS
EASEMENT
ST
A
3
4
+
0
0
-
S
E
E
B
E
L
O
W
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
MG
BN
FEBRUARY 2022
1000560
Y
HN
ST
A
3
4
+
0
0
-
S
E
E
A
B
O
V
E
ST
A
3
9
+
9
1
-
S
E
E
B
E
L
O
W
ST
A
3
9
+
9
1
-
S
E
E
A
B
O
V
E
1" = 40'
C3
MA
D
O
N
N
A
I
N
N
P
A
T
H
W
A
Y
ST
A
2
8
+
1
2
-
S
T
A
4
5
+
1
1
ST
A
2
8
+
1
2
-
S
E
E
S
H
E
E
T
P
1
CI V I L
No. C 84733
HAI-L O N G Q. NG
U
Y
E
N
040
SCALE IN FEET
+
11
00
+
12
00
+
13
00
+
14
00
+
15
00
+
16
00
+
17
00
+
18
00
+
19
00
+
20
00
+
21
00
+
22
00
+
23
00
+
24
00
+
25
00
+
26
00
+10 00 +11 00 +12 00 +13 00 +14 00 +15 00 +16 00 +17 00 +18 00 +19 00 +20 00 +21 00 +22 00 +23 00 +24 00 +25 00 +26 00 +27 00 +28 00 +29 00 +30 00 +31 00 +32 00 +33 00
65 x 11
25 x10
11 x 9 10 x 20
19 x 8
15 x 8
36 x 14
11 x 7
9 x15 11 x 7 8 x 12
8 x 13
20 x 5
4 x 8
24 x138 x 814 x 620 x 711 x 912 x 810 x 8
33 x3
6 x 813 x 914 x12
13 x 5
21 x 5
19 x 9
25 x 7
15 x 7
16 x 7
20 x 4 12 x 4
25
x
5
4 x 6
142 x 6
8 x 11 70 x 4 10 x 7 41 x 715 x5
13 x 14
14 x 970 x 4
15 x 519 x 6
8 x 612 x 64 x 96 x 5
7 x 13
19 x 12
4 x 6 36 x 30
24 x 15
12 x 4
25 x 13
23 x 5
6 x 4
13 x 8 12 x14
30 x 8
7 x 4
19 x 11
16x8
25x5
41x4
9x13
24x12
7x16
4x5
52x13
226 x 6
10x5
30x9
15 x 9
41 x 6
48 x 13
8 x 4
31x8
20 x 6
21 x 6
6 x 10
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
1" = 80'
AR
E
A
9
S
U
R
F
A
C
E
R
E
P
A
I
R
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
MG
BN
FEBRUARY 2022
1000560
Y
APPROVED: APRIL. XX, 2022
C4
0
SCALE IN FEET
80 160
CIV I L
No. C 84733
HAI-L O N G Q. NG
U
Y
E
N
LIMITS OF ROADWAY SEALING
EXISTING PAVERS TO REMAIN
HMA SURFACE COURSE & LEVELING COURSE
6" AC PATCH REPAIR
EXISTING PARKLETS TO BE PROTECTED
LEGEND:
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
MG
BN
FEBRUARY 2022
1000560
Y
HN
NOT TO SCALE
HMA SURFACE COURSE & LEVELING COURSEA
(N) AC
SURFACE
(E) AC SURFACE
PAVING GRID
N/A
C5
PA
V
I
N
G
D
E
T
A
I
L
S
NOTES:
1. (N) PCC SHALL BE CLASS II AND BE HIGH EARLY STRENGTH PER SPECIFICATION
90-1.01B.
NOT TO SCALE
CONCRETE BASE REPAIR ALLOWANCEB
MILLED DEPTH
(N) AC PER DETAIL A, THIS SHEET
(E) PCC
(E) SUBGRADE
(E) SUBGRADE
(90% COMPACTION)
8" (N) PCC
INSTALL DOWELS PER
ENG. STD. 6020, NOTE 7
(E) AC SURFACE
PAVING GRID
(E) PCC
(E) SUBGRADE
MILLED DEPTH
NOTES:
1. DEPTH OF EXISTING AC PAVEMENT LAYER VARIES FROM 1/4" (AT CURB FACE) UP TO
APPROXIMATELY 2 INCHES AT CENTER OF ROAD.
2. COMPLETELY REMOVE ALL (E) AC PAVEMENT BY MILLING. WHEN MILLING
OPERATION IS BEING PERFORMED, THE MILLING OPERATION SHOULD BE ADJUSTED
TO AVOID MILLING THE (E) PCC BASE. CONTRACTOR IS RESPONSIBLE TO
DETERMINE AND PERFORM APPROPRIATE NUMBER OF PASSES FOR AC REMOVAL.
3. INSTALL 3/4" MINIMUM LEVELING COURSE (3/8" AGGREGATE). INSTALL PAVING GRID
(GLASGRID 8502, STARGRID G-PS 200-100 OR APPROVED EQUAL) AND 1-3/4 INCHES
MINIMUM SURFACE COURSE (1/2" AGGREGATE).
4. WHERE DEPTH OF EXISTING AC PAVEMENT IS LESS THAN 1 INCH, PAVING MUST BE
COMPLETED WITH 3/8" AGGREGATE. PAVING GRID WILL NOT BE REQUIRED.
5. APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS AND AT
PAVEMENT.
6. AFTER AC MILLING, UNSTABLE OR FAILING PCC PAVEMENT MAY EXIST. REPLACE
FAILING PCC WITH (N) PCC IN AREAS AUTHORIZED BY THE ENGINEER PRIOR TO AC
OVERLAY PER DETAIL B, THIS SHEET.
NOT TO SCALE
6" AC PATCH REPAIRC
(E) 4"-10" AC
(E) BASE
(95% COMPACTION WHERE EXPOSED
AFTER PAVEMENT REMOVAL)
NOTES:
1. PLACE 6 INCHES OF MEW HMA IN TWO LIFTS. BOTH LIFTS MUST BE 3 INCHES THICK
(1/2" AGGREGATE).
2. APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS AND AT
PAVEMENT.
SAWCUT AREA
PER PLAN
REMOVE 6" OF EXISTING
MATERIAL AND REPLACE
WITH 6" OF HMA
SAWCUT
194.03
SCRIBED X
192.86
FD CITY BM 373192.45
SDMH
192.14
GTR
192.06
FL192.84
TC 192.97
SGN
193.04
SIG
192.92
TC EC
192.96
TC/FS192.94
CROSS
193.03
CROSS AP
193.11
CROSS AP 192.89
CROSS
193.06
SIG PB
193.06
SIG PB
193.11
15X18IN MTL SD LID
193.13
BSW AP
193.52
WM
193.45
EM
193.40
18X22 UTIL BAB
193.16
GB 193.10
BSW
192.08
FL@INLET
192.09
FL@INLET192.20
GTR DYLT192.10
FL
192.82
FL
193.11
WV
193.11
WV
193.13
WV
193.39
SSMH
193.28
CROSS/CL
193.29
CL
192.90
AC
193.09
AC
192.64
AC
192.91
AC
193.23
CROSS
193.52
ARROW
193.39
PRK MRK
193.36
FH193.08
SGN
193.01
TC BC192.78
FL
192.90
GTR END
192.17
FL@INLET
192.43
FL@INLET
192.60
FL
193.13
TC
192.71
GTR
192.67
GTR
192.48
GTR192.56
GTR
192.76
GTR
192.55
FL
193.01
TC
193.03
TC/FL
193.03
TC/FS
192.96
TC/FS
193.37
AC 193.33
AC
193.55
AC
193.18
UMW
192.94
GTR
192.82
FL
193.35
TC
193.36
TC192.73
FL
192.87
GTR
193.02
AC193.05
AC
193.37
AC
193.23
BSW 193.41
BSW@WLK
193.33
TREE POC
193.65
TREE POC
193.16
UMC
193.65
UMC 193.89
UMC 194 09
193.46
UMC
193.43
UMG 193.47
UMG
193.42
UME193.42
UME
193.63
MTR
193.56
MTR
193.61
TRASH
193.70
BSW@WLK
193.47
TC192.90
FL
193.03
GTR
193.78
TREE POC
193.65
AC
193.18
GTR
193.03
FL
193.56
TC
193.82
BSW
193.90
BSW@WLK
193.96
BSW@WLK
193.66
TC193.15
FL
193.33
GTR
193.80
AC
194.02
AC
193.59
AC
193.28
AC
193.08
GTR
192.94
FL
193.49
TC
193.63
PRK MRK
193.81
PRK MRK
193.82
MTR
193.93
UMC
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
SD
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
GGGGGGGGGGGGGGGGGGGGGGGGGGGGG
E
E
E
E
EEEEEEE
TTTTTTTTTTTTTTTTTTTTTTTTTTTTT
E
E
E
E
E
E
E
E
E
E
E
EEEEEEEEEEEEEEEEEEEEEE
E
E
E
E
E
E
E
E
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
T
T
T
T
T
T
T
T
T
T
T
S
D
0.6%
(2
.
5
%
)
12
.
6
%
(2.4%)
1.
0
%
0.
1
%
1.5%0.
4
%
12
.
6
%
0.
9
%
0
.
6
%
0.5%
1.
8
%
0 .9 %
0 .9 %
7.
8
%
0.
5
%
1.3%
1.4%
1.
5
%
0.
9
%
1.5%
1.
0
%
1.3%
1.4%
(193.66 TC)
(193.15 FL)
12
.
4
'
(193.96 FS)(193.90 FS)(193.41 FS)
193.72 TC
192.72 FL192.67 FL193.67 TC 0.6%
5.7%
193.19 FL193.69 TC
193.23 FL193.73 TC
193.29 FL/HP
193.79 TC
193.68 TC193.12 FL
1.8%
0.
1
%
193.12 FS
192.93 TC191.93 FL
192.95 TC
191.95 FL
193.06 TC/FS
5.
8
%
192.51 FS
192.53 FS
193.04 FS
193.64 TC
193.11 FS
193.14 FL
10.0'
9.
0
'
5.
0
'
18.0'34.3'10.0'
9.
6
'
7.
4
'
10.5'1.5'4.0'
R=10'
L=15.8'
2.0'
1.
5
'
4.
0
'
2.
0
'
10
1
18
6
19
12
13
11
9
13
2
3
16
17
(193.10 FS)
(192.86 TC)
(192.06 FL)
15 15
7
193.19 FS
3.0
'
10
.
1
'
10.0'
(E) 8" PVC SEWER(E
)
T
S
C
O
N
D
U
I
T
30
"
P
V
C
S
E
W
E
R
(E) 8" PVC SEWER
(E) 20" DI WATER
(E) GAS
(E) TELEPHONE
(E) SIGNAL CONDUIT
(E) 20" DI WATER
(E) GAS
(E) TELEPHONE
(E) ELECTRIC
(E
)
1
2
"
C
I
W
A
T
E
R
NI
P
O
M
O
S
T
HIGUERA ST
7.0'
14
(N) 46' - 12" PVC
(
N
)
9
'
-
1
2
"
P
V
C
(N) 10' - 12" PVC
5.
3
'
R=20'
L=12.9'
R=10'
L=6.4'
4.3'
20.9'
REPLACE
(E) 6" CURB
REPLACE
(E) 6" CURB
REPLACE
(E) 6" CURB
REPLACE
(E) 6" CURB
(E
)
C
A
T
V
(E
)
4
-
4
"
T
E
L
E
(E
)
4
8
"
R
C
P
S
D
(E
)
E
L
E
C
T
R
I
C
(E
)
1
2
"
C
I
W
A
T
E
R
20
16
PROTECT (E) 12" RCP
9
REMOVE (E)
CATCH BASIN
193.28 TC/FS 193.41 TC/FS
(193.54 FS)
1.6%
1.
1
%
0.
9
%
3.
0
'
4.
8
'
192.97 TC
192.62 FL
193.00 FS
6 .6 %1.0%
4.
3
'
21 21
(N) 17' - 12" PVC
193.29
CROSS AP
193.19
CROSS
193.28
CROSS AP
193.19
CROSS AP
192.91
CROSS
193.14
CROSS STRIPE
193.26
CROSS CL
193.21
CL 192.87
STRIPE 192.35
GTR
192.30
FL
192.82
TC
192.91
TC
192.63
FL
192.69
GTR END
193.00
TV PB
193.02
E PB
193.01
LS
193.20
BSW
193.28
BSW
193.30
FD NL/TAGLS 5139
193.34
SDMH
193.25
TC EC193.26
TC/FS
193.24
TC/FS
193.22
TC/FS
193.10
TC/FS
193.01
TC/FS
192.60
FL@INLET
192.74
FL@INLET 193.48
TC
192.97
FL
193.32
AC
193.22
AC
193.71
BSW
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
E
E
ETTTT
T T T T T
T
E
E
E
EE
T
T
T
T
T
T
T
T
T
T
T
T
(E
)
1
2
"
C
I
W
A
T
E
R
0.
5
%
1.2%
7.9%
0.
7
%
(3.8%)
1.5%
0.
7
%
1.8%
1.0%
(1
.
3
%
)
2.0%
10.1'
12
.
1
'
2.
0
'
5.
0
'
8.
5
'
11.6'
R=10'
L=15.7'
(193.38 TC)
(192.85 FL)
(192.82 TC)
(192.30 FL)(193.20 FS)
(193.24 FS)
193.30 FS
(193.54 FS)
193.30 TC192.30 FL
193.25 TC192.26 FL
3 1.9 %
12
.0%
2.
2
%
2.
2
%
1.
1
%
4.
7
%
193.11 FS
193.22 FS/HP
193.15 TC192.60 FL
193.06 TC192.41 FL
4.
0
'
1.6'4.0'
2.0'
NI
P
O
M
O
S
T
(E
)
4
8
"
R
C
P
S
D
3.0'7.0'
1.
0
%
16
7
113
2
4
12
89
REPLACE DI-3
RIM = 193.34
12" RCP INV = 190.46
PROTECT (E) 12" RCP
(E) CATV
(E
)
4
-
4
"
T
E
L
E
(E) 4-4" TELE
(E) ELECTRIC
(E
)
C
A
T
V
(E
)
T
S
3
.
0
'
520
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
MG
BN
FEBRUARY 2022
1000560
Y
HN
1" = 8'
C6
HI
G
U
E
R
A
A
N
D
N
I
P
O
M
O
C
U
R
B
R
A
M
P
AN
D
B
U
L
B
O
U
T
I
M
P
R
O
V
E
M
E
N
T
S
CI V I L
No. C 84733
HAI-L O N G Q. NG
U
Y
E
N
8
SCALE IN FEET
0
1 RELOCATE FIRE HYDRANT PER ENG. STD. 6310.
2 INSTALL TRUNCATED DOMES (3' DEPTH TYP.) PER ENG. STD. 4440
3 REMOVE AND REPLACE AC OVER PCC PAVEMENT PER ENG. STD. 4110 & 6020.
4 PROTECT IN PLACE EXISTING TRAFFIC SIGNAL POLE AND FOUNDATION.
5 PROTECT (E) PAY STATION KIOSK
6 CUT BACK TREE ROOTS AND INSTALL TREE WELL AND REINFORCED SIDEWALK PER ENG. STD. 8130. MODIFY TREE GRATE TO THE DIMENSIONS SHOWN.
7 MISSION STYLE SIDEWALK PER ENG. STD. 4220.
8 ADJUST UTILITY BOX TO FINISHED SURFACE
9 PAINT RED CURB
10 REMOVE EXISTING WOODEN ENCLOSURE AND INSTALL (N) STAINLESS STEEL UPS/SERVICE ENCLOSURE INCLUDING BASE FOUNDATION PER ENG. STD. 7510.
TRANSFER EXISTING ELECTRICAL EQUIPMENT IN WOODEN ENCLOSURE INTO NEW ENCLOSURE. SEE SHEET C3.
11 INSTALL MISSION STYLE CURB AND GUTTER PER ENG. STD. 4030 AND 4220.
12 REMOVE EXISTING AND INSTALL NEW PULL BOX WITH "TRAFFIC SIGNAL" LID PER ENG. STD. 7520.
13 REMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD. 7210. EXISTING SIGNS TO BE REUSED.
14 RESET BENCHMARK PER SECTION 5-1.26.
15 LANDSCAPE AREA. BACKFILL WITH TOPSOIL PER SECTION 20-3.02C(2)
16 REMOVE EXISTING AND INSTALL NEW CATCH BASIN PER ENG. STD. 3350.
17 REMOVE EXISTING AND INSTALL NEW STORM DRAIN MANHOLE PER ENG. STD. 3520.
18 PROTECT (E) TRAFFIC SIGNAL
19 ADJUST STORM DRAIN MANHOLE PER ENG. STD. 6040.
CONSTRUCTION NOTES:
GENERAL NOTES
1. WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE IN A
MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING IN AN
ATTRACTIVE CONDITION. REFER TO CITY STANDARD SPECIFICATIONS SECTION 77-1.03A FOR ADDITIONAL
REQUIREMENTS.
2. CONCRETE CURBS MUST BE CURED A MINIMUM OF 7 DAYS BEFORE PAINT CAN BE APPLIED.
3. REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERING STANDARD 4910.
4. EXISTING ROADWAY STRIPING AND PAVEMENT MARKINGS REMOVED WITH RAMP CONSTRUCTION MUST BE
TEMPORARILY REPLACE WITH TRAFFIC RATED PAINT PER CALTRANS STANDARD SPECIFICATIONS.
PERMANENT THERMOPLASTIC STRIPING PAVEMENT MARKINGS PER ROADWAY SEALING STRIPING PLANS.
20 INSTALL CALTRANS STANDARD PUSH BUTTON ASSEMBLY POST, PER STD. PLAN ES-7A, WITH POLARA APS PEDESTRIAN PUSH BUTTON ASSEMBLY, OR
APPROVED EQUAL
21 NEW STORM DRAIN MANHOLE PER ENG. STD. 3520.
194.03
SCRIBED X
192.86
FD CITY BM 373192.45
SDMH
192.14
GTR
192.06
FL192.84
TC 192.97
SGN
193.04
SIG
192.92
TC EC
192.96
TC/FS192.94
CROSS
193.03
CROSS AP
193.11
CROSS AP 192.89
CROSS
193.06
SIG PB
193.06
SIG PB
193.11
15X18IN MTL SD LID
193.13
BSW AP
193.52
WM
193.45
EM
193.40
18X22 UTIL BAB
193.16
GB 193.10
BSW
192.08
FL@INLET
192.09
FL@INLET192.20
GTR DYLT192.10
FL
192.82
FL
193.11
WV
193.11
WV
193.13
WV
193.39
SSMH
193.28
CROSS/CL
193.29
CL
192.90
AC
193.09
AC
192.64
AC
192.91
AC
193.23
CROSS
193.52
ARROW
193.39
PRK MRK
193.36
FH193.08
SGN
193.01
TC BC192.78
FL
192.90
GTR END
192.17
FL@INLET
192.43
FL@INLET
192.60
FL
193.13
TC
192.71
GTR
192.67
GTR
192.48
GTR192.56
GTR
192.76
GTR
192.55
FL
193.01
TC
193.03
TC/FL
193.03
TC/FS
192.96
TC/FS
193.37
AC 193.33
AC
193.55
AC
193.18
UMW
192.94
GTR
192.82
FL
193.35
TC
193.36
TC192.73
FL
192.87
GTR
193.02
AC193.05
AC
193.37
AC
193.23
BSW 193.41
BSW@WLK
193.33
TREE POC
193.65
TREE POC
193.16
UMC
193.65
UMC 193.89
UMC 194 09
193.46
UMC
193.43
UMG 193.47
UMG
193.42
UME193.42
UME
193.63
MTR
193.56
MTR
193.61
TRASH
193.70
BSW@WLK
193.47
TC192.90
FL
193.03
GTR
193.78
TREE POC
193.65
AC
193.18
GTR
193.03
FL
193.56
TC
193.82
BSW
193.90
BSW@WLK
193.96
BSW@WLK
193.66
TC193.15
FL
193.33
GTR
193.80
AC
194.02
AC
193.59
AC
193.28
AC
193.08
GTR
192.94
FL
193.49
TC
193.63
PRK MRK
193.81
PRK MRK
193.82
MTR
193.93
UMC
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
SD
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
GGGGGGGGGGGGGGGGGGGGGGGGGGGGG
E
E
E
E
EEEEEEE
TTTTTTTTTTTTTTTTTTTTTTTTTTTTT
E
E
E
E
E
E
E
E
E
E
E
EEEEEEEEEEEEEEEEEEEEEE
E
E
E
E
E
E
E
E
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
T
T
T
T
T
T
T
T
T
T
T
S
D
12
.
6
%
0
.
6
%
0.5%
1.
8
%
0 .9 %
0 .9 %
5.7%
193.29 FL/HP
193.79 TC
9
(E) 8" PVC SEWER(E
)
T
S
C
O
N
D
U
I
T
30
"
P
V
C
S
E
W
E
R
(E) 8" PVC SEWER
(E) 20" DI WATER
(E) GAS
(E) TELEPHONE
(E) SIGNAL CONDUIT
(E) 20" DI WATER
(E) GAS
(E) TELEPHONE
(E) ELECTRIC
(E
)
1
2
"
C
I
W
A
T
E
R
NI
P
O
M
O
S
T
HIGUERA ST
STA 1+00.00
(E) SDMH
RIM = 192.47'
STA 1+08.18
REPLACE DI-1
RIM = 192.98'
STA 1+19.91
RELPACE SDMH-1
RIM = 193.13'
STA 2+03.38
REPLACE DI-2
RIM = 193.73'
(N) 46' - 12" PVC
(
N
)
9
'
-
1
2
"
P
V
C
(N) 10' - 12" PVC
(N) 5' - 12" PVC
REMOVE (E) SD
UNDERDRAIN
REMOVE (E)
CATCH BASIN
16
17
16
(E
)
C
A
T
V
(E
)
4
-
4
"
T
E
L
E
(E
)
4
8
"
R
C
P
S
D
(E
)
E
L
E
C
T
R
I
C
(E
)
1
2
"
C
I
W
A
T
E
R
PROTECT (E) 12" RCP
9
YE
L
L
O
W
CU
R
B
PA
I
N
T
GREEN CURB PAINT
0.
9
%
6 .6 %1.0%
4.
0
'
(N) 17' - 12" PVC
STA 1+40.39
(N) SDMH-2
RIM = 193.36'
21 STA 1+90.20
(N) SDMH-3
RIM = 193.77'
21
190
195
190
195
0+90 1+00 1+25 1+50 1+75 2+00 2+06
STA. 1+08.18
REPLACE DI-1
RIM = 192.98'
12" IN 188.79' (SE)
12" OUT 188.79' (W)
STA. 1+19.91
RELPACE SDMH-1
RIM = 193.13'
12" IN 189.04' (SE)
12" OUT 189.04' (NW)
STA. 2+03.38
REPLACE DI-2
RIM = 193.73'
12" OUT 189.79' (SE)
STA. 1+00.00
(E) SDMH
RIM = 192.47'
12" IN 188.62' (E)
(N) 5' - 12" PVC (SDR 35), S = 2.13%
BY OPEN TRENCHING AND REMOVE (E) 12" RCP
(N) 9' - 12" PVC (SDR 35), S = 2.13%
BY OPEN TRENCHING AND REMOVE (E) 12" RCP
(N) 46' - 12" PVC (SDR 35), S = 0.50%
BY OPEN TRENCHING
(N) 10' - 12" PVC (SDR 35), S = 0.50%
BY OPEN TRENCHING
TIE INTO (E) MANHOLE PER ENG. STD. 3540
(E) CATV
(N) 17' - 12" PVC (SDR 35), S = 2.13%
BY OPEN TRENCHING AND REMOVE (E) 12" RCP
STA. 1+40.39
(N) SDMH-2
RIM = 193.36'
12" IN 189.48' (SE)
12" IN 189.48' (NE)
12" OUT 189.48' (NW)
STA. 1+90.20
(N) SDMH-3
RIM = 193.77'
12" IN 189.73' (NW)
12" OUT 189.73' (SW)
(E) CATV
(E) GAS
(E) ELECTRIC
(E) 6" WATER
(E) CATV
(E) GAS
(E) ELECTRIC
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
MG
BN
FEBRUARY 2022
1000560
Y
HN
CI V I L
No. C 84733
HAI-L O N G Q. NG
U
Y
E
N
HORIZ 1" = 8'
VERT 1" = 2'
C7
HI
G
U
E
R
A
A
N
D
N
I
P
O
M
O
ST
O
R
M
D
R
A
I
N
I
M
P
R
O
V
E
M
E
N
T
S
8
SCALE IN FEET
0
9 PAINT RED CURB
17 REMOVE EXISTING AND INSTALL NEW STORM DRAIN MANHOLE PER ENG. STD. 3520.
CONSTRUCTION NOTES:
16 REMOVE EXISTING AND INSTALL NEW CATCH BASIN PER ENG. STD. 3350.
21 NEW STORM DRAIN MANHOLE PER ENG. STD. 3520.
E
E
E
E
EEEEE
E
E
E
1
Ø2
Ø2P
Ø4P
2
5
E
E
E
E
E E E E E
3
Ø6
Ø2P
Ø4P
2
E
E
E E E E
4
Ø4
Ø6
Ø4P
Ø6P
3
5.
0
'
9.1'
(1.3%)
(1.3%)
(1
.
3
%
)
NI
P
O
M
O
S
T
HIGUERA ST
EEEE
Ø2
Ø4
Ø4P
Ø6P
5
(1
.
3
%
)
(1.3%)
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
RO
A
D
W
A
Y
S
E
A
L
I
N
G
2
0
2
2
HN
MG
BN
FEBRUARY 2022
1000560
Y
HN
ALL CONDUITS ARE EXISITING
NO EXISTING CONDUCTORS ARE SHOWN, ONLY
NEW CONDUCTORS SHOWN
*ALL POLES AND ASSOCIATED EQUIPMENT ARE EXISTING UNSLESS NOTED (N)
INSTALL CALTRANS STANDARD PUSH BUTTON ASSEMBLY POST, PER STD. PLAN ES-7A, WITH
POLARA APS PEDESTRIAN PUSH BUTTON ASSEMBLY, OR APPROVED EQUAL.
INSTALL POLARA APS PEDESTRIAN PUSH BUTTON ASSEMBLY, OR APPROVED EQUAL.
INSTALL POLARA APS CONTROLLER SYSTEM OR APPROVED EQUAL
INSTALL 2" CONDUIT TO PUSH BUTTON ASSEMBLY POST AS SHOWN
REMOVE AND REPLACE MISSION STYLE SIDEWALK PER CITY STD 4220 TO THE EXTENTS SHOWN ON PLAN.
(APPROXIMATELY 70 SF)
PROVIDE AND INSTALL PULL BOX WITH "TRAFFIC SIGNAL" LID PER CITY STD 7520.
INSTALL (N) ELECTRICAL EQUIPMENT ENCLOSURE TYPE III-D INCLUDING BASE FOUNDATION PER
CALTRANS STANDARD PLAN ES-2G AND TRANSFER EXISTING ELECTRICAL EQUIPMENT IN
WOODEN ENCLOSURE INTO NEW ENCLOSURE. REMOVE EXISTING WOODEN ENCLOSURE.
CONSTRUCTION NOTES:
GENERAL NOTES:
1. CONTRACTOR SHALL "BRIDGE" SAW CUTTING AS NECESSARY TO AVOID HITTING
UTILITIES INCLUDING POTENTIALLY SHALLOW TRAFFIC SIGNAL CONDUIT.
2. DETAIL OF BARRIER UNIT ON SHEET 5
3. ALL EXISTING FACILITIES TO BE PROTECTED IN PLACE
POLE AND EQUIPMENT SCHEDULE
1A (10')
PBAP (N)
PBAP (N)
1A (10')
PBAP (N)
1A (10')
15(TS)
PBAP (N)
12'
TypeNO.Sig M.A.Lum M.A.Mast
Arm Pole
TV-1-T
TV-1-T
TV-2-T
SV-1-T
SP-2-T
SP-2-T
SP-2-T
SP-2-T
PED SIGNAL
MTG
PPB
ARROW LUMINAIRE
LED
R.S.N.S
VEH SIG MTGSTANDARD
94W
4
2
2
8
8
6
6
4
1" = 8'
C8
HI
G
U
E
R
A
A
N
D
N
I
P
O
M
O
SI
G
N
A
L
M
O
D
I
F
I
C
A
T
I
O
N
8
SCALE IN FEET
0