HomeMy WebLinkAboutItem 5d. A - Project Plans (1000558)_High ResolutionC3
C3
C3
C4
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C4
C5
C5
C5
C5
C8
C8
C6
C6
C6
C7
C7
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CURB RAMP LOCATION &
SHEET NUMBER (TYP.)
C9
C9
C10
C10
C11 C11C11C11C12
C12
general notes:
SPECIFICATION NO.DATE SHEET
JANUARY 2022
1000558 FILE NO./LOCATION
1.ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE
PLANS, SPECIAL PROVISIONS PREPARED FOR THIS PROJECT AND THE
2020 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 (UNREVISED).
2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE
TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN/CENTRAL
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
PERMITTEE 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 "C-8" LICENSE AT
THE TIME THE BIDS OPEN AND DURING THE ENTIRE LENGTH OF THE
CONTRACT.
4.THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THE
VICINITY OF THE PROPOSED WORK SUCH AS EXISTING IRRIGATION
HEADS AND LINES, SHRUBBERY AND VEGETATION, ETC. THE
CONTRACTOR MUST USE CARE TO AVOID DAMAGE TO ANY EXISTING
IMPROVEMENTS OR VEGETATION IN THE VICINITY OF THE WORK, AND
MUST REPAIR ANY FACILITIES DAMAGE DURING CONSTRUCTION TO THE
SATISFACTION OF THE ENGINEER.
5.THESE PLANS DO NOT INDICATE OVERHEAD LINES. CONTRACTOR SHALL
TAKE CARE DURING CONSTRUCTION TO AVOID CONTACT WITH OR
DAMAGE TO EXISTING OVERHEAD LINES.
6.ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED
DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE
SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S SOLE
EXPENSE.
7.CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIES
WITH SERVICES IN THE AREA PRIOR TO COMMENCING CONSTRUCTION
ACTIVITIES AND COORDINATE WITH THE UTILITY COMPANIES AFFECTED
BY CONSTRUCTION.
8.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR'S
LICENSED LAND SURVEYOR SHALL FILE A CORNER RECORD IN THE
OFFICE OF THE SAN LUIS OBISPO COUNTY SURVEYOR FOR EACH
EXISTING MONUMENT WITHIN THE PROJECT AREA THAT HAS THE
POTENTIAL TO BE DISTURBED.
9.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.
san luis obispo county, california
index to plans
sheet no.description
T1
T2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
COVER SHEET
LEGEND AND NOTES
GALLEON AND ROYAL
LAKEVIEW AND GULF
GALLEON AND NEWPORT
GALLEON AND CORAL
OCEANAIRE AND ATASCADERO
OCEANAIRE AND LAKEVIEW
OCEANAIRE AND BALBOA
ATASCADERO AND GULF
ATASCADERO AND BORONDA
LA ENTRADA AND DEL NORTE
LA ENTRADA AND RAMONA
CERRO ROMAULDO AND LA CANADA
CERRO ROMAULDO AND SANTA LUCIA
CERRO ROMAULDO AND JEFFREY
CUESTA AND FELTON
BROAD AND PALM
BROAD AND PALM INTERSECTION PAVING
BROAD AND PALM DETAILS
LINCOLN ST/ BROAD ST DEMOLITION PLAN
LINCOLN ST/ BROAD ST. IMPROVEMENT PLAN
Reference Documents:
City Standard Specifications - 2020 Edition
City Engineering Standards - 2020 Edition 17T1of
N
AREA 6 & 7 CURB RAMPS
APPROVED BY
Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date
No. C 79870
B R I A N A . NEL
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AREA 7
AREA 6
N
AREA 6 CURB RAMPS
AREA 7 CURB RAMPS
ADDITIVE ALTERNATIVE A - BROAD AND PALM
LINCOLN AND BROAD CURB RAMPS
CITY SPECIFICATION NO.
DATE:
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of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AR
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&
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JANUARY 2022
1000558
17
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C I V I L
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EGISTER E D P R O F ESSIONA
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No. C 84733
HAI-LO N G Q. NG
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LEGEND CONSTRUCTION NOTES
(N) CONCRETE
(N) 6" FULL DEPTH AC REPLACEMENT
(N) TRUNCATED DOMES
(E) PAVERS
(E) LANDSCAPING (SEE GENERAL NOTES 4&5)
RE-GRADE TO MATCH NEW GRADE
REMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD.
7210. EXISTING SIGNS TO BE REUSED
RESET (E) PAVERS TO NEW GRADE
REPLACE (E) PLANTER CONCRETE TO MATCH NEW GRADE
REPLACE (E) 3" SIDEWALK UNDERDRAIN PER ENG. STD. 3415.
ADJUST AND RESET MONUMENT PER ENG. STD. 9020
ADJUST WATER VALVE PER ENG. STD. 6040
ADJUST SEWER MANHOLE PER ENG. STD. 6040
ADJUST UTILITY BOX TO FINISHED SURFACE
TREE WELL PER ENG. STD. 8130. CUT FRAME AND GRATE TO SIZE AS SHOWN.
INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEARANCE BETWEEN
UNDERSIDE OF FLANGE AND SIDEWALK SURFACE PER CITY STD. 6310.
1
2
3
BASIS OF BEARINGS
COORDINATES FOR THIS PROJECT ARE CALIFORNIA COORDINATE
SYSTEM NAD83, ZONE 5, US SURVEY FEET, AS DETERMINED BY GPS
OBSERVATIONS ON POINTS 8120 AND 8035 AS SHOWN ON THE CITY OF
SAN LUIS OBISPO "HORIZONTAL CONTROL NETWORK" (JANUARY 2007),
BEING N40°35'45"E.
THE ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY
MEASUREMENTS ON POINT 24 AS SHOWN ON THE CITY OF SAN LUIS
OBISPO "BENCHMARK SYSTEM" (AUGUST 2020) HAVING PUBLISHED
ELEVATION OF 127.05'.
BENCHMARK
AREA 7 - SURVEY NOTES (SHEETS C9 - C12)
BASIS OF BEARINGS
COORDINATES FOR THIS PROJECT ARE CALIFORNIA COORDINATE
SYSTEM NAD83, ZONE 5, US SURVEY FEET, AS DETERMINED BY GPS
OBSERVATIONS ON POINTS 8120 AND 8035 AS SHOWN ON THE CITY OF
SAN LUIS OBISPO "HORIZONTAL CONTROL NETWORK" (JANUARY 2007),
BEING N40°35'45"E.
THE ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY
MEASUREMENTS ON POINT 192 AS SHOWN ON THE CITY OF SAN LUIS
OBISPO "BENCHMARK SYSTEM" (AUGUST 2020) HAVING PUBLISHED
ELEVATION OF 249.87'.
BENCHMARK
AREA 6 - SURVEY NOTES (SHEETS C3 - C8)
CURB RAMP GENERAL NOTES
1.CONSTRUCT CURB RAMP PER CITY ENG. STD. 4440
2.CONSTRUCT SIDEWALK, CURB AND GUTTER PER CITY ENG. STD. 4110 & 4030. ADDITIONAL
SIDEWALK ALLOWANCE WILL BE PAID BY BID ITEM 32. ADDITIONAL CURB AND GUTTER
ALLOWANCE WILL BE PAID BY BID ITEM 33.
3.CONSTRUCT CROSS GUTTER PER CITY ENG. STD. 4310.
4.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.
5.RELOCATE INTERFERING PORTION OF IRRIGATION TO THE BACK OF WALK.
6.CONCRETE CURBS MUST BE CURED A MINIMUM OF 7 DAYS BEFORE RED PAINT CAN BE
APPLIED.
7.REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERING
STANDARD 4910.
8.EXISTING ROADWAY STRIPING AND PAVEMENT MARKINGS REMOVED WITH RAMP
CONSTRUCTION MUST BE REPLACED WITH TRAFFIC RATED PAINT PER CALTRANS
STANDARD SPECIFICATIONS.
4
5
6
7
8
9
10
BASIS OF BEARINGS
COORDINATES FOR THIS PROJECT ARE CALIFORNIA COORDINATE
SYSTEM NAD83, ZONE 5, US SURVEY FEET, AS DETERMINED BY GPS
OBSERVATIONS ON POINTS 8207 AND 8030 AS SHOWN ON THE CITY OF
SAN LUIS OBISPO "HORIZONTAL CONTROL NETWORK" (JANUARY 2007),
BEING N09°03'31"W.
THE ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY
MEASUREMENTS ON POINT 137 AS SHOWN ON THE CITY OF SAN LUIS
OBISPO "BENCHMARK SYSTEM" (AUGUST 2020) HAVING PUBLISHED
ELEVATION OF 214.90'.
BENCHMARK
BROAD AND PALM - SURVEY NOTES (SHEETS C13 - C15)
LINCOLN AND BROAD - SURVEY NOTES (SHEETS C16 - C17)
BASIS OF BEARINGS
STOP
133.08
FD SLO BM S-33
132.55
GTR
132.76
AC
132.40
CFFL EC133.03
TC
132.99
WM
132.99
TC
132.43
CFFL
132.42
FL
132.60
GTR
132.78
AC
132.67
AC
132.53
GTR
132.43
GTR AP
132.54
GTR
132.61
AC
132.43
GTR
132.51
GTR
132.68
AC
132.31
FL
132.30
FL
132.30
FL T
132.58
GTR AP
132.77
AC
132.34
FL
133.03
TC
132.49
FL 133.04
SW@BK CRB
133.05
SW BC
133.14
SW POC 133.19
SW PRC
133.21
SW POC
133.28
BW POC
133.29
BW POC
133.22
SW POC
133.24
SW EC/JNT
133.31
BW EC/JNT
133.58
NG
133.25
SW
133.34
BW
133.58
NG
133.04
TC
132.43
CFFL
132.61
GTR
132.82
AC
132.75
132.59
GTR
133.03
6IN PALM
133.07
6IN PALM
132.99
SGN
133.51
NG
133.28
BW
133.18
CNC
133.00
TC
132.49
CFFL
132.44
STRIPE
132.52
STRIPE
132.73
STRIPE
132.34
STRIPE AP
132.32
FL
132.49
CNC
132.36
FL 132.47
CNC
132.55
CFFL
133.06
TC
133.09
SW EC@BK CRB
133.22
SW POC
133.23
SW PRC
133.31
BW
133.60
NG
133.32
SW BC/JNT 133.38
BW BC/JNT
133.71
NG
133.24
SW POC
133.32
BW POC 133.64
NG
132.76
AC 132.58
GTR
132.47
CFFL BC
133.06
TC/JNT
133.08
TC
132.47
CFFL
132.44
FL132.63
GTR
132.75
AC
132.56
GTR 132.40
FL
132.53
CFFL
133.07
TC
133.22
10IN PALM
133.16
10IN PALM
133.21
10IN PALM
132.56
GTR
132.31
FL
132.43
CNC
133.14
AC
133.03
AC
132.94
AC
132.77
AC
132.40
GTR
132.47
GTR
132.26
FL
132.70
AC
132.70
WV
0.3%
0.
5
%
0 .4 %
0 .4 %
0.3 %
0.3%
1.
4
%
7
.
5
%
(
1
.
8
%
)
3.9%
3.9 %
0 .8 %
4 .5 %
4 .5 %
0.8 %
(2.1
%
)
1
.
5
%
4
.
8
'
1.5
%
1
.
5
%
4
.
3
'
16.3'
5.0'
5.2
'
5.0
'
16
.
3
'
5.0
'
5.0'
5.0'
3.0'
2.0'
2.
0
'
6.
0
'
27
.
1
'
11.8'20.9'
2.
0
'
2.0'
5
.
0
'
5.0'
3
.
0
'
(133.06 TC)
(132.47 FS)
(133.03 TC)
(132.41 FS)
132.92 FS
133.30 TC
132.96 FS
133.34 TC
133.15 FS
133.33 TC
(133.32 TC/FS)
133.28 TC/FS
133.21 FS
133.08 FS
132.51 FL
132.98 TC
133.07 FS
132.31 FL
PROTECT (E)
TREE (TYP.)
132.85 FS
132.53 FL/HP
132.49 FL
132.89 FS
132.58 FS
132.47 FL
132.94 TC
GALLEON WAY
RO
Y
A
L
W
A
Y
9 .0 %
9.0 %
4.3
'
(133.24 FS)
4.0'
1
PROTECT (E) BM S-33
ELEV : 133.08
PROTECT (E) WM
R=30'
REPLACE 12"
YELLOW STRIPING
4
.
0
'
126.37
AC
126.17
GTR
126.04
CFFL
126.37
TC
126.46
TC/JNT
126.08
CFFL
126.19
GTR
126.39
AC
126.48
TC
126.09
CFFL EC
126.24
GTR
126.58
12IN TREE
126.70
TC/JNT
126.19
CFFL
126.23
CNC JNT AP
126.14
FL
126.36
GTR
126.44
AC 126.42
AC
126.33
GTR
126.12
FL
126.20
CFFL
126.62
TC
126.56
TC
126.12
CFFL
126.27
GTR
126.41
AC
126.44
STRIPE
126.35
GTR
126.35
GTR
126.39
AC
126.35
STRIPE
126.33
GTR
126.28
GTR AP
126.30
GTR126.12
FL
126.13
FL
126.31
GTR
126.37
GTR
126.47
AC
126.51
AC
126.11
FL T
126.15
FL
126.12
FL
126.22
JNT AP
126.24
JNT
126.26
JNT
126.13
FL
126.12
FL
126.67
TC
126.24
CFFL
126.23
CFFL
126.66
TC
126.63
TC
126.13
CFFL
126.16
STRIPE END
126.27
STRIPE END
126.64
TC/JNT
126.11
CFFL
126.13
JNT AP126.13
FL126.32
GTR
126.47
AC
126.49
AC
126.36
GTR AP
126.13
FL
126.19
JNT
126.54
TC/JNT
126.09
CFFL
126.19
GTR
126.40
AC
126.59
FH
126.08
FL
126.19
CFFL
126.62
TC126.35
GTR126.47
AC
126.55
TC
126.07
CFFL BC
126.67
TC
126.15
CFFL
126.31
GTR
126.45
AC
126.70
SW 126.73
BW
126.65
BW
126.61
SW
126.53
SW JNT 126.66
BW BC/JNT
126.69
NG
126.69
BW POC
126.58
SW POC
126.58
SW PRC
126.63
SW POC
126.65
SW POC@BK CRB
126.68
SW POC@BK CRB
126.66
SW POC
126.65
SW PRC
126.60
SW
126.49
SW/JNT/GROUND
126.50
SW EC
126.43
BW/JNT/GROUND
126.45
BW EC126.59
BW
126.57
NG 126.46
NG
126.46
BW CRACKED
126.50
SW CRACKED
126.64
BW
126.71
BW
126.67
BW
126.67
BW DETACHED
126.70
BW DETACHED
126.69
NG
126.76
NG
126.69
AC126.71
AC
126.71
AC
126.67
AC126.58
AC126.44
AC
126.31
GTR126.30
GTR
126.12
FL126.73
AC
126.65
WV
126.58
WV
126.78
AC
126.73
AC
126.75
AC
126.63
WV
126.81
AC
126.79
AC
126.77
AC
126.76
AC
0.1%
1
.
2
%
0.
0
%
(
0
.
3
%
)
(2.8
%
)
0.4%
0.4 %
0.4 %
0 .4 %
0 .4 %
1
.
5
%
7
.
5
%
1
.
5
%
1.5
%
0.5 %
0 .8 %
0 .8 %
0.6 %
0.6%
4.0'
4
.
0
'
3.0
'
5.0
'
5.0'
5.0'
3.0'5.0
'
5.0'
5.0'
16.6'
16
.
6
'
4
.
1
'
4
.
4
'
3
.
0
'
6 .0 %
6.0 %
(126.69 FS)
(126.58 FS)
(126.60 FS)
(126.59 FS)
(126.67 TC)
(126.15 FL)
126.68 FS
126.60 FS
126.66 FS
126.63 FS
126.61 FS
126.54 FS
126.29 HP/FL
126.26 FL
5
.
0
'
5.0
'
(126.48 TC)
(126.09 FL)
126.13 FL
126.36 FS
126.65 TC
126.15 FL
126.59 TC
126.25 FL
126.56 TC
126.22 FL
10
.
3
'
21
.
0
'
10
.
2
'
29.8'
2.0'1.9'
2.
0
'
2.
0
'
GULF ST.
LA
K
E
V
I
E
W
S
T
1
PROTECT (E) FH
R=30'
REPLACE 12" YELLOW STRIPING
REPLACE 30 LF RED
CURB PAINT
REPLACE
STRIPING
132.90
AC
132.87
AC
132.43
GTR
132.44
GTR
132.45
GTR
132.34
STRIPE
132.22
STRIPE
132.35
GTR
132.59
AC
132.23
CFFL
132.88
TC/JNT
133.00
SW
133.05
BW
133.29
NG
132.99
PAVERS
132.96
PAVERS@BK CRB
133.05
PAVERS@SW
133.08
BW
133.10
BW
133.07
SW
133.05
SW/JNT
133.07
BW/JNT
133.28
NG
133.11
SW
133.10
BW
133.18
BW/JNT
133.17
SW/JNT
133.18
18IN TREE
133.35
NG
133.17
SW
133.15
BW
133.21
SW LIFTED
133.00
TC/JNT132.45
CFFL
132.51
GTR
132.67
AC 132.72
AC
132.57
GTR
132.60
GTR@CRACK
132.72
AC
132.45
CFFL@CRACK
133.06
TC@CRACK
133.06
TC132.46
CFFL
132.50
AC
132.34
GTR
132.21
CFFL
132.82
TC
132.97
SW
132.99
BW
133.21
NG
132.79
TC@CRACK132.17
CFFL@CRACK
132.33
GTR@CRACK
132.51
AC
132.98
SW
133.00
BW
133.17
NG
132.83
AC 132.91
AC
133.06
AC 133.11
AC
1.1%1.1%1.1%
1.
5
%
3.9%
7.
5
%
1.
5
%
1.1%3.9%
5.0'5.0'5.0'
4.0'3.0'
2.
1
'
4.
0
'
5.0'
4.
9
'
(132.88 TC)
(132.23 FL)
(132.95 TC)
(132.36 FL)
132.70 FS132.64 FS
132.93 TC132.90 TC
4.
2
'
(133.02 TC/FS)
132.33 FL132.27 FL
(133.08 TC/FS)
133.04 TC
132.71 FS
133.06 TC
132.77 FS
GALLEON WAY
4.
0
'
4.
0
'
(0
.
2
%
)
3.9%3.9%
(0
.
9
%
)
3.0'3.0'
133.03 TC
132.90 FS
133.07 TC
132.96 FS
133.04 TC 133.10 TC
(132.98 TC/FS)
132.83 FS 132.89 FS
(133.07 TC/FS)
2 2
RO
Y
A
L
W
A
Y
REPLACE YELLOW HI-VIS
CROSSWALK STRIPING
PER CITY STD. 7350 (TYP.)
3.
0
'
CITY SPECIFICATION NO.
DATE:
PR
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SH
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of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AR
E
A
6
&
7
C
U
R
B
R
A
M
P
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HN
MG
BN
JANUARY 2022
1000558
17
HN
0 8
N
SCALE IN FEET
1" = 8'
C3
C I V I L
R
EGISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
ST
ATE OF CA L I F O R N IA
No. C 84733
HAI-LO N G Q. NG
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GA
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W
A
N
D
G
U
L
F
134.19
NG
133.89
BW BC/JNT
133.80
SW BC/JNT
133.72
SW
133.81
BW
133.77
BW
133.69
SW
133.72
12IN TREE
133.56
FH
133.51
10IN PALM
133.55
TC/JNT
133.14
CFFL BC
133.28
GTR
133.54
AC
133.55
TC
133.08
CFFL
133.30
GTR
133.52
AC 133.51
AC
133.29
GTR
133.12
CFFL133.57
TC
133.41
GTR
133.63
AC
133.24
FL
133.23
CFFL133.68
TC
133.73
TC
133.26
CFFL
133.29
FL
133.41
GTR
133.65
AC
133.78
SW PRC
133.85
BW POC
134.33
NG
133.76
SW POC
133.80
SW POC
133.81
SW POC
133.78
SW EC@BK CRB
133.77
TC
133.28
CFFL
133.35
CFFL133.84
TC
133.86
TC
133.38
CFFL133.86
SW BC@BK CRB
133.94
SW PRC
133.91
SW POC
133.93
BW
134.25
NG
134.18
NG
133.95
BW
134.02
SW POC134.08
BW
134.13
BW EC
134.08
SW POC/JNT
134.13
BW POC/JNT134.42
NG
133.98
TC/JNT
133.49
CFFL EC
133.65
GTR
133.85
AC
134.20
AC
134.00
AC133.85
AC
133.72
AC133.53
GTR
133.43
CFFL
133.87
TC
133.94
TC
133.48
CFFL
133.60
GTR
133.76
AC
134.09
10IN PALM
133.92
10IN PALM
133.48
GTR
133.41
GTR AP
133.56
AC
133.69
AC
133.34
GTR
133.35
GTR
133.17
FL
133.58
AC133.60
AC
133.44
GTR
133.28
FL
133.45
GTR AP133.42
GTR
133.30
FL
133.42
CNC
133.64
AC
133.23
FL
133.44
GTR
133.38
GTR
133.64
AC
133.62
AC
134.16
AC
134.08
AC
(1.8%
)
(2
.
3
%
)
0
.
9
%
0
.
9
%
0.9
%
0.9%
0.9
%
0.5%
2.2
%
7.5
%
1.5
%
0
.
2
%
1.7%
0.
8%
0.
8
%
7
.
0
%
6.0
%
1.5%
1.5
%
(133.97 FS)
(133.77 FS)133.49 FL
133.53 HP/FL
133.52 FL
133.88 TC
133.41 FL
133.79 TC
(133.55 TC)
(133.14 FL)
133.27 FL
133.82 FS
133.87 FS
133.81 FS
3.0'
5.0
'
5.
0
'
5
.
0
'
3
.
0
'
3.0
'
4.
9
'
4.
0
'
5.
0
'
5
.
0
'
5
.
0
'
1
5
.
5
'
133.94 FS
4.
0
'
4.0'
5.0
'
5.0'
(133.49 TC)
(133.98 FL)
2.
1
'
2.
0
'
31.0'
26
.
0
'
5.
9
'
2.0'2.0'
0
.
2
%
(133.86 FS)
133.89 FS
133.93 FS
133.97 FS
134.01 FS
(134.04 FS)
1.7
%PROTECT (E) FH
PROTECT (E)
TREE (TYP.)
W.
N
E
W
P
O
R
T
S
T
R=30'
15.5'
REPLACE 30 LF
RED CURB PAINT
134.03
CNC
133.61
TC/JNT133.15
CFFL EC
133.37
GTR
133.51
AC
133.46
AC
133.28
GTR
133.10
CFFL
133.53
TC
133.65
SW
133.81
BW
133.71
SW EC/JNT
133.81
BW EC/JNT
134.09
NG133.91
NG
133.72
BW
133.58
SW
133.52
TC133.07
CFFL
133.22
GTR
133.47
AC
133.71
LS
133.66
CNC AP
133.66
CNC AP
133.71
CNC AP133.68
CNC AP133.70
TC133.21
CFFL
133.19
FL
133.39
GTR
133.55
AC 133.60
AC
133.42
GTR
133.26
FL
133.27
CFFL
133.77
TC
133.76
TC
133.30
CFFL
133.70
SW EC@BK CRB
133.69
SW PRC
133.70
SW POC
133.71
SW POC
133.85
TC
133.35
CFFL
133.44
CFFL
133.92
TC
133.93
SW@BK CRB
133.86
SGN
133.98
TC
133.47
CFFL
133.45
CFFL
133.94
TC 133.60
GTR
133.78
AC
133.69
AC
133.57
GTR
133.66
GTR
133.85
AC133.50
CFFL BC
133.94
TC/JNT134.12
SW BC134.17
BW BC
134.01
NG
134.08
NG
134.01
BW
133.96
SW PRC
133.91
SW POC
134.00
SW POC
133.87
BW
134.07
NG
133.92
NG
133.82
BW
133.83
BW
133.93
BW
133.34
GTR AP
133.23
FL
133.39
GTR
133.64
AC
133.56
AC
133.36
GTR AP
133.23
FL
133.45
CNC
133.48
GTR
133.59
AC
133.45
AC
133.56
AC
133.64
AC
133.39
GTR/JNT
133.24
FL
133.40
GTR/JNT
134.01
AC
133.79
AC
134.16
AC
133.88
AC
133.62
AC
133.42
GTR
133.43
GTR
133.24
FL
133.64
AC
133.69
AC
133.44
GTR
133.47
GTR
133.26
FL
133.58
AC
133.52
AC
133.65
AC
133.84
AC
134.03
AC 133.76
AC
133.60
GTR
133.41
FL
133.49
CFFL
133.92
TC
133.92
TC
133.52
CFFL133.34
FL
133.55
GTR
133.49
GTR
133.45
GTR AP
133.24
FL
133.44
GTR
133.65
AC
133.24
FL T
133.48
CNC
133.52
CFFL
133.94
TC
133.53
GTR133.73
AC
133.40
CFFL EC
133.86
TC/JNT
134.07
SW POC
133.99
CNC POL@SW133.87
CNC POL@BK CRB
133.94
SW@BK CRB
134.10
SW PRC
134.03
SW POC
134.10
SW POC
134.07
SW BC
134.11
BW BC/FNCI
134.72
RK
134.00
CNC
134.16
BW/FNCI
134.51
RK
134.69
RK
134.60
RK
134.53
RK
134.21
BW BC/FNCI
134.20
SW BC
134.17
SW POC
134.20
BW/FNCI
134.16
SW PRC
134.11
SW POC
134.02
SW POC
133.95
SW@BK CRB
133.92
TC133.53
CFFL
133.28
FL
133.42
GTR
133.68
AC
133.59
GTR AP
133.71
AC
133.45
FL
133.52
CFFL POC NEW
133.95
TC
133.95
TC133.51
CFFL
133.36
FL
133.50
GTR
133.68
AC
134.31
SW/CNC POL
133.98
CNC POL LIFTED133.98
TC
133.53
CFFL
134.18
22IN TREE
134.28
SW/CNC POL
134.31
BW
134.37
BW LFTED
134.34
SW LIFTED
133.96
TC
133.54
CFFL BC
133.57
GTR
133.79
AC
133.85
AC
133.58
GTR
133.51
CFFL
133.95
TC
133.95
CNC AP
133.81
AC
133.77
AC
133.97
AC
134.04
AC
134.07
AC
134.33
AC
134.27
AC
134.15
AC
133.90
AC
133.65
AC
133.72
AC
133.90
AC
134.03
AC
134.10
AC
3.0'
5.0'
5.0
'
5.0
'
3.0
'
1 .5 %
1 .5 %
1.2 %
0.2 %
0.2%
16.5'
5.0'
5.0
'
5.0
'
16
.
4
'
0.3%
0.
9
%
7.
5
%
1.
5
%
1.2 %
1.2%
1.2 %
1 .2 %
1 .2 %
(
3
.
3
%
)
(2.2%
)
1
.
5
%
1.5
%
6 .0 %
7.0 %
4
.
0
'
4.1'
5
.
0
'
5.0'
4.
4
'
4.
4
'
(133.69 FS)
(133.98 FS)
133.87 FS
PROTECT (E) LIGHT POLE
(133.61 TC)
(133.15 FL)
(133.94 TC)
(133.50 FL)
133.48 FL
133.54 HP/FL
133.78 TC
133.40 FS
133.89 TC
133.53 FL
2.
0
%
1.0%
0.
5
%
0.3%
0.3
%
0
.
3%
0
.
3
%
0
.
3
%
2.0%
3.5%
3.5
%
0
.
3%
2
.
8
%
2
.
8
%
1.5%
(0
.
8
%
)
(0.8%)
1.3
%
9.0
%
9
.
0
%7.5
%
1.5%
3
.
0
'
5
.
0
'
5
.
0
'
5.
0
'
3.0'
5.0
'
4.4
'
4.9
'
3.0'
3.
0
'
1
5
.
2
'
5
.
0
'
5
.
0
'
5.
0
'
15.2'
4.
0
'
4.0'
(133.96 TC)
(133.54 FL)
133.93 TC
133.49 FL
133.83 FS
133.85 FS
134.14 TC
134.05 FS
134.16 TC
133.90 FS
134.17 TC
133.92 FS
134.19 TC
134.09 FS
(134.13 FS)
(134.20 FS)
(134.17 FS)
(134.10 FS)
(133.86 TC)
(133.40 FL)
133.26 FL
133.48 FL
133.46 FL
133.91 TC
133.45 FL
GALLEON WAY
W.
N
E
W
P
O
R
T
S
T
133.22 FL
11.0'20.9'
6.
0
'
28
.
9
'
29.6'
5.
9
'
24
.
3
'
2.0'1.9'
2.
0
'
2.
1
'
2.1'2.0'
2.
0
'
2.
2
'
5.0'
133.78 FS
133.81 FS
134.03 FS
133.97 FS
133.37 FS
(133.82 FS)
(134.07 FS)
134.03 FS
133.97 FS
133.92 FS
133.86 FS
1
3
3
R=30'
R=30'
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
AR
E
A
6
&
7
C
U
R
B
R
A
M
P
S
HN
MG
BN
JANUARY 2022
1000558
17
HN
1" = 8'
C4
C I V I L
R
EGISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
ST
ATE OF CA L I F O R N IA
No. C 84733
HAI-LO N G Q. NG
U
Y
E
N
0 8
N
SCALE IN FEET
GA
L
L
E
O
N
A
N
D
N
E
W
P
O
R
T
134.89
AC
134.77
GTR
134.59
CFFL BC
135.07
TC/JNT
135.14
SW BC/JNT
135.20
BW BC/JNT
135.44
NG 135.47
NG
135.24
BW
135.21
SW
135.05
AC
134.98
GTR LIFTED
134.85
CFFL LIFTED
134.96
GTR
135.00
AC
134.75
CFFL
135.25
TC
135.29
14IN TREE STUMP
135.38
NG
135.17
BW
135.08
SW
135.02
SW PRC
134.87
SW POC
134.64
SW EC@BK CRB
134.40
TC133.93
CFFL
134.11
GTR
134.22
AC
134.40
AC
134.29
GTR
134.12
CFFL
134.62
TC
134.96
TC134.45
CFFL
134.54
GTR
134.76
AC
133.99
AC
133.90
GTR
133.76
CFFL
134.26
TC
134.25
SW@BK CRB
134.35
SW POC
134.27
SW PRC
134.16
SW
134.29
BW
134.57
NG
134.61
BW
134.83
BW
134.97
NG
134.98
BW
134.03
SW
134.16
BW
133.75
AC
133.53
GTR
133.38
CFFL
133.87
TC
134.08
TC
133.61
CFFL133.77
GTR
133.95
AC
134.12
SGN
134.41
TC/JNT133.90
CFFL EC
134.05
GTR
134.25
AC
134.53
SW EC
134.60
BW EC
134.77
NG
134.60
BW
134.57
SW
134.62
134.61
134.45
TC133.93
CFFL
134.07
GTR
134.25
AC
134.22
AC
134.07
GTR CRACKED
133.98
CFFL CRACKED
134.50
TC CRACKED
134.21
AC
134.04
GTR
133.90
CFFL
134.37
TC
134.35
TC133.88
CFFL
134.02
GTR
134.21
AC
134.11
AC
133.95
GTR
133.76
CFFL
134.23
TC
134.30
TC133.79
CFFL
133.98
GTR
134.16
AC
134.04
AC
133.91
GTR
133.75
CFFL
134.20
TC
134.14
TC
133.68
CFFL
133.84
GTR
133.95
AC
133.81
AC
133.68
GTR
133.57
CFFL
134.04
TC
133.91
TC/JNT
133.48
CFFL 133.64
GTR 133.80
AC
134.14
SW BC
134.16
BW BC
134.60
NG
134.36
SW PRC
134.29
SW POC
134.23
SW POC
134.27
BW
134.33
BW
134.36
BW
134.42
BW
134.47
BW
134.57
BW
134.54
BW134.54
BW
134.49
SW
134.47
SW
134.49
SW PRC
134.46
SW POC
134.32
SW POC@BK CRB
134.18
SW POC@BK CRB
134.27
SW POC
134.37
SW POC
134.68
NG
134.63
NG
134.50
NG
134.48
AC
134.49
AC
134.49
AC
134.42
AC
134.46
AC
134.37
AC
134.31
AC
134.23
AC
134.12
AC
134.01
AC
AC
134.25
AC
134.34
AC
134.40
AC
134.47
AC
134.52
AC
134.84
AC
135.24
AC
135.15
AC
135.08
AC135.01
AC
134.94
AC
134.89
AC
134.84
AC
134.81
AC
134.77
AC
134.73
AC
134.62
AC
134.55
AC
134.67
AC
134.87
AC
134.46
AC
134.31
AC
134.22
AC
134.09
AC
134.48
AC
134.59
AC
134.58
AC
134.38
AC
134.49
AC
1
.
5
%
7
.
5
%
0.9 %
0 .9 %
(
2
.
0
%
)
(0.8
%
)
4 .1 %
4 .1 %
0 .9 %
2.1 %
2.1%
4
.
0
'
4.0'
5.0
'
5
.
0
'
4
.
4
'
4
.
4
'
3
.
0
'
3.0'
5.0'
5.0'
5.0
'
3.0
'
5.0'
2.3'
5.0'
0 .9 %
1.
0
%
1
.
5
%
(134.55 TC/FS)
(134.47 FS)
(134.34 TC/FS)
(134.31 FS)
134.23 FS
134.35 FS
2
.
0
'
134.26 TC
133.86 FL
(134.35 TC)
(133.88 FL)
9 .0 %
7.5 %
133.81 FL
133.77 FL
134.14 TC
133.72 FL
GALLEON WAY
(3.3%)
(2
.
3
%
)
7.5%
1.5%
1
.
6
%
2
.
2
%
2
.
2
%
7.5
%
7.5%
1.5
%
1.5%
5
.
0
%
9
.0
%
5
.
0
%
5
.
0
%
2.1
%
2.1%
4.
5
%
2
.
0
%
1
.
5
%
0.9%
3.0
'
2.0
'
5
.
0
'
5
.
0
'
5.
0
'
3.0'
8.8'
5.
0
'
5
.
0
'
5
.
0
'
4
.
5
'
5.0'
5.0
'
4.4'
4.4'
3.0'
(134.96 TC)
(134.45 FL)
(134.08 TC)
(133.61 FL)
134.34 TC
133.84 FL
134.61 TC
134.27 FL
134.09 FL
134.16 FL
134.42 FS
134.50 FS
(134.16 FS)
(135.08 FS)
(135.17 TC/FS)
(134.29 TC/FS)
134.45 TC
134.38 FL
134.65 TC
134.49 FL
134.85 TC
134.57 FL
135.05 TC
134.94 FL
134.15 FS
134.10 FS
134.30 FS
134.87 FS
5.0
'
5.0
'
0.9 %(134.14 TC)
(133.68 FL)
3
.
0
'
3
.
9
'
1
CO
R
A
L
S
T
R=30'
R=30'
4.0'
4.
0
'
STOP
126.03
CNC AP
125.58
GTR BC
125.93
TC
125.09
CFFL BC125.08
CFFL SD INLET
125.78
AC
125.77
AC 125.55
GTR 125.34
CFFL
125.89
TC
126.43
NG126.04
BW126.18
SW
126.09
SW 125.99
BW
126.29
NG
126.35
NG
126.05
BW
126.02
BW
126.03
SW PRC
126.08
SW POC
125.95
SW@BK CRB126.01
SGN
126.07
SW
126.09
BW
126.17
BW
126.39
NG
126.52
NG
126.33
BW
126.32
SW PRC
126.27
SW POC
126.22
SW POC
126.13
SW@BK CRB
126.07
TC
125.60
CFFL
125.83
GTR
125.92
AC
125.85
AC
125.65
GTR
125.42
CFFL125.95
TC
125.88
TC
125.35
CFFL
125.53
GTR
125.77
AC
126.20
CNC
126.27
TX
125.79
CFFL EC
125.92
GTR
126.15
AC
126.17
AC
125.92
GTR
125.78
CFFL126.28
TC
126.17
TC
125.69
CFFL
125.82
GTR
126.09
AC
126.10
AC
125.92
GTR
125.80
CFFL
125.88
BX
126.31
SW@TOP RMP
126.36
BW/EP
126.56
EP
126.31
BW
126.24
SW
126.27
SW AP
126.27
CNC POL
126.18
BW
126.09
SW
126.53
NG
125.89
AC
125.72
GTR
125.49
CFFL126.00
TC
125.98
TC
125.45
CFFL
125.71
GTR
125.62
GTR
125.84
WV
125.38
CFFL BC125.97
TC
126.27
FH
126.17
SW BC
126.21
BW BC
126.56
NG
126.19
SW PRC
126.18
SW POC 126.11
SW POC
126.09
SW@BK CRB
126.09
SW@BK CRB
126.20
BW
126.22
BW
126.21
BW
126.55
NG
126.13
TC
125.59
CFFL
125.82
GTR
125.90
AC
125.96
AC
125.81
GTR
125.53
CFFL126.09
TC
126.01
TC
125.50
CFFL
125.68
GTR
125.92
AC
125.91
AC
125.76
GTR
125.50
CFFL
126.08
TC
126.00
TC/JNT
125.38
CFFL
125.61
GTR
125.83
AC
125.98
TC
125.31
CFFL EC 125.73
GTR AP
125.66
GTR/TG AP
125.70
TG AP
125.72
GTR AP
125.84
AC
125.79
AC
125.22
TG AP
126.06
TC
125.22
CFFL@TG
125.96
CNC POL
125.88
SW
125.85
BW
126.45
NG
126.30
NG
125.88
SW EC
125.88
SW BC
126.01
SW EC
126.11
SW POC
126.15
SW POC
126.11
BW
126.00
BW125.86
BW
125.82
BW 125.99
CNC POL
126.42
WV
AC
126.36
AC
126.23
AC
126.10
AC
126.07
AC
126.02
AC
125.98
AC
125.97
AC
126.04
AC126.38
AC
126.38
AC
126.38
AC
126.31
AC
126.27
AC
126.25
AC
126.27
AC
126.28
AC
126.27
AC
126.25
AC
126.24
AC
126.22
AC
126.16
AC
126.12
AC
126.12
AC
126.17
AC
126.07
AC
126.10
AC
126.04
AC
126.07
AC
126.15
AC
126.15
AC
126.25
AC
126.22
AC
126.20
AC
1
.
5
%
7
.
5
%
1.5 %
(
0
.
3
%
)
3 .8 %
3 .8 %
0.9 %
(1.5%)
0.9%
1.5 %
1
.
5
%
0.0
%
4
.
0
'
4.0'
3.0
'
5.0
'
5.0
'
5.0'
3.0'
5.0
'
5.0'
3
.
0
'
2
.
0
'
5.0'
5
.
0
'
4.
4
'
4.
9
'
125.93 TC
125.43 FL
125.50 FL
125.58 FL
126.03 TC
125.66 FL
(126.17 TC)
(125.69 FL)
1.5
%
3
.
0
'
126.13 FS
125.94 FS
125.98 FS
(126.07 FS)
(126.01 TC/FS)
125.87 FS
126.05 TC
125.98 FS
126.13 TC
125.94 FS
126.20 TC
126.02 FS
126.28 TC
126.21 FS
(126.32 TC/FS)
OCEANAIRE DR
(125.92 TC)
(125.40 FL)
8.6 %
5.0
'
1.4 %
1 .6 %
4.5
%
1.4%
1 .6 %
9 .0 %
0.9
%
1.0
%
1
.
0
%
1
.
0
%
(0.4%)
(
1
.
5
%
)
1.5
%
7.5
%
1.0
%
0
.
9
%
0
.
9
%
1.9%
1.9%1.5
%
1.5%
1.
0
%
0.9%
5.
0
'
5.
0
'
5
.
0
'
2
.
0
'
2.0'
2.0
'
1.9'
3
.
4
'
5
.
0
'
5.
0
'
5.0
'
4.0'
5.0
'
5.0'
4.9
'
4.3
'
3.0
'
125.59 FL/HP
125.54 FL
125.84 TC
125.49 FL
(126.06 TC
(125.47 FL)
125.99 TC
125.54 FL
(126.08 TC
(125.53 FL)
126.05 FS(126.18 FS)
125.91 FS
125.96 FS
(126.20 TC/FS)
126.21 TC
126.12 FS
126.22 TC
126.03 FS
126.10 TC
125.98 FS
125.98 TC
125.93 FS
(125.90 TC/FS)(0.5%)
4.0'
125.86 FS
3.0
'
2.0
'
PROTECT
(E) FH
PROTECT (E) DI
1
8.0
%
6
.
0
%
(0
.
5
%
)
PROTECT
(E) DW
AT
A
S
C
A
D
E
R
O
S
T
R=30'
R=30'
REPLACE 30 LF
RED CURB PAINT
(125.88 FS)
(126.31 FS)
4.
0
'
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
AR
E
A
6
&
7
C
U
R
B
R
A
M
P
S
HN
MG
BN
JANUARY 2022
1000558
17
HN
1" = 8'
C5
C I V I L
R
EGISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
ST
ATE OF CA L I F O R N IA
No. C 84733
HAI-LO N G Q. NG
U
Y
E
N
0 8
SCALE IN FEET
N
0 8
SCALE IN FEET
N
GA
L
L
E
O
N
A
N
D
C
O
R
A
L
OC
E
A
N
A
I
R
E
A
N
D
A
T
A
S
C
A
D
E
R
O
STOP
126.09
SW/CNC POL
126.02
TC
125.28
CFFL BC/SD CURB INLET
125.77
TG AP
125.72 125.22
125.22
TG AP
126.22
CNC POL LIFTED
126.06
SW BC
126.18
BW BC/FNCI
126.41
NG
126.11
SW
126.27
BW
126.28
BW
126.11
SW
126.08
SGN
126.12
SW PRC
126.19
SW
126.20
SW
126.14
SW@BK CRB126.15
TC
125.45
CFFL
125.73
GTR
126.06
AC
126.28
STRIPE AP 125.77
STRIPE END
125.63
STRIPE END
126.14
TC
125.52
CFFL
125.74
GTR
125.95
AC
126.02
AC
125.81
GTR
125.56
CFFL126.20
TC
126.16
SW@BK CRB
126.15
SW 126.18
SW
126.23
SW PRC
126.25
SW POC
126.29
SW POC/CNC POL
126.32
CNC POL
126.38
CNC POL
126.37
TC
125.75
CFFL EC
126.00
GTR
126.13
AC126.08
AC
125.92
GTR
125.66
CFFL126.31
TC
126.28
BW/FNCI
126.43
SW
126.42
SW EC/JNT/CNC POL
126.30
BW/JNT/FNCI
126.71
NG 126.74
NG
126.52
NG
126.47
NG
126.34
NG
126.35
BW/FNCI
126.30
BW/FNCI
126.34
BW/FNCI
126.39
BW/FNCI
126.40
SW POC
125.87
AC
125.63
GTR
125.35
CFFL126.02
TC
125.98
SW@BK CRB
126.11
SW
126.06
SW
126.04
SW PRC
126.06
BW
126.11
BW
126.43
NG
126.37
NG
126.00
SW POC
126.01
TC
125.33
CFFL
125.70
GTR
126.04
AC
126.04
AC
125.59
GTR
125.28
CFFL125.91
TC
126.00
TC
125.37
CFFL
125.63
GTR
125.83
AC
125.62
STRIPE END/GTR
125.75
STRIPE END
126.04
AC
125.75
GTR
125.30
CFFL125.99
TC
125.87
1IN TREE
125.95
TC EC
125.27
CFFL@SD INLET
126.11
BW
126.39
NG
125.98
SW@BK CRB
126.00
TC
125.35
CFFL
125.62
GTR 125.72
END STOP BAR
125.92
AC
125.62
GTR
125.32
CFFL125.96
TC
125.93
AC
126.06
AC
125.61
GTR
125.36
CFFL125.98
TC
125.97
TC/JNT
125.41
CFFL
125.65
GTR
126.11
AC
125.59
GTR
125.92
SGN
125.98
18IN TREE
126.02
TC
125.48
CFFL BC
125.73
GTR
126.04
AC
126.31
AC
126.33
AC
126.37
AC
126.23
AC
126.44
AC
126.40
AC
126.07
AC
126.08
SW POC
126.09
SW POC
126.14
SW PRC
126.19
SW
126.22
SW126.28
SW126.28
SW BC
126.34
SW
126.79
NG
126.34
BW BC
126.24
BW 126.20
BW
126.13
BW
126.47
NG126.77
NG
126.43
AC
126.39
AC
126.37
AC
126.40
AC
126.33
AC
126.34
AC
126.25
AC
AC
126.46
AC126.59
AC126.62
AC
126.67
AC126.69
AC126.63
AC126.56
AC126.42
AC
126.56
AC
126.52
AC
126.55
AC
126.62
AC
126.70
AC
126.31
AC
126.22
AC
126.20
AC
126.27
AC
126.52
AC
126.55
AC
126.89
AC
126.93
AC
126.94
AC
126.88
AC
126.66
AC126.78
AC126.82
AC
126.94
AC
126.66
AC126.49
AC
126.65
AC
126.75
WV
125.82
126.00
TC
125.32
CFFL
125.68
GTR
125.99
AC
125.97
AC
125.51
GTR
125.28
CFFL
125.96
TC
126.12
TC
125.40
CFFL
125.64
GTR
126.05
AC
0.2%
0.2%
0
.2
%
0
.
2
%
7.5
%
1.5
%
0.2
%
0.
2
%
(0
.
5
%
)
(1.1%)
5.3%
5.3%
3.
9
%
3
.
9
%
1.5%
1.
5
%
9.0%
9.
0
%
5.1
'
4.3
'
3.0
'
5.1'
5.0'
5.
0
'
5
.
0
'
5
.
1
'
3.0'
5.0'
5.
0
'
5
.
0
'
3
.
0
'
(125.96 TC)
(125.32 FL)
(125.91 TC)
(125.28 FL)
125.75 TC
125.29 FL
125.30 FL
125.30 FL
125.75 TC
125.31 FL
(126.18 TC/FS)
126.16 TC
126.02 FS 126.13 TC
125.76 FS
126.11 TC
125.75 FS
126.08 TC
125.94 FS
5.0'
5.
0
'
125.69 FS
125.68 FS
125.87 FS
125.95 FS
(126.06 TC/FS)
(4.1
%
)
1 .0 %
7
.
5
%
1
.
5
%
5.1 %
5.1%
6 .0 %
6 .0 %
0.9 %
0 .9 %
9.0 %
9 .0 %
1
.
5
%
1.5
%
(
2
.
6
%
)
4
.
0
'
2
.
0
'
5.0
'
5.0'
5.0'
1.7'
1.7
'
3.0
'
5.0
'
5.0'
5.0'
3.1'
4.
0
'
2.
0
'
4.0'
4.
0
'
4
.
0
'
5.0
'
5
.
0
'
(126.20 TC)
(125.56 FL)
(126.12 TC)
(125.40 FL)
125.91 TC
125.41 FL
125.46 FS
125.50 FS
125.95 TC
125.55 FL
125.79 FS
125.83 FS
126.13 FS
126.04 FS
(126.29 FS)
(126.39 TC/FS)
126.37 TC
126.21 FS
126.34 TC
125.91 FS
126.32 TC
125.86 FS
126.29 TC
126.12 FS
(126.27 TC/FS)
4
.
5
'
4
.
4
'
3
.
0
'
4.
5
%
1.0%
4.5
%
OCEANAIRE DR
L
A
K
E
V
I
E
W
S
T
R=30'
R=30'
(126.16 FS)
(126.11 FS)
4.0'
126.09
AC
125.93
GTR
125.75
CFFL
126.37
TX
125.88
BX
125.88
TC
125.83
CFFL
125.96
GTR
126.06
AC126.05
AC
125.92
GTR/STRIPE END
125.88
BX
125.78
CFFL
126.28
TX
126.28
SGN/PAVERS
126.42
SW@DW 126.51
SW@DW
126.57
BW
126.60
BW@DW
126.78
CNC POL
126.94
CNC POL
126.58
BW@DW/RMP GB
126.55
BW
126.93
TW AP
127.02
TW 8IN AB
126.96
TW EC 126.62
RMP GB
126.65
BW
126.33
CNC
126.30
CNC 126.35
CNC
125.84
GTR/STRIPE END
125.80
GTR
126.01
AC
125.61
CFFL
126.19
TC/JNT
126.21
GM
126.38
WM
126.15
PAVERS
126.03
TC125.47
CFFL
125.70
GTR
125.98
AC
125.92
AC
125.80
GTR
125.73
GTR
125.52
CFFL
126.12
TC/JNT
126.09
PAVERS POL
126.07
PAVERS AP
126.07
PAVERS AP
126.09
PAVERS AP
126.16
2IN TREE
126.21
SW
126.33
BW
126.35
NG
126.36
SW
126.45
BW
126.35
NG
126.97
TW POC
126.51
BW
126.39
SW
126.33
PAVERS AP
126.36
PAVERS AP
126.18
PAVERS AP
126.30
2IN TREE
126.13
15IN TREE
126.29
PAVER POL/SW
125.74
GTR
125.75
AC
125.99
AC
125.29
CFFL
126.06
TC
126.05
PAVERS POL
126.29
SW/PAVER POL
126.30
SW GB
126.38
BW
126.29
SW
126.19
SW LP
126.32
BW LP
126.43
BW
126.31
SW
126.20
NG
126.81
TW PRC
126.75
TW POC
126.80
TW AP
126.35
BW
126.35
AC
126.27
AC
126.24
AC
126.25
AC
126.30
AC126.40
AC126.44
AC
126.41
AC
1.7%1.7%1.7%1.7%
7.
5
%
1.
5
%
1.7%7.1%
(7
.
2
%
)
1.
5
%
7.1%3.5%3.5%
3.0'5.0'4.2'3.4'3.0'
4.
0
'
4.
0
'
4.
2
'
5.
1
'
3.
0
'
3.5'4.2'3.4'3.0'
(125.54 FL)
(126.11 TC)
(125.78 FL)
(125.88 FS)
(126.30 FS)
(126.58 FS)
126.49 TC
126.13 FS
126.44 TC
126.05 FS
126.23 TC/FS
(126.33 FS)
(126.21 TC/FS)
126.16 FS 126.16 TC
125.60 FL
126.23 TC
125.67 FL
126.23 TC
125.73 FL
126.54 TC
126.37 FS
125.98 FS
126.38 TC
126.06 FS
126.30 TC
126.30
TC/FS
(E) DRIVEWAY
TO REMAIN(2
.
6
%
)
1.
5
%
1PROTECT (E) GAS METER
2
PROTECT (E) TREE
LA
K
E
V
I
E
W
S
T
REMOVE (E) CROSSWALK
STRIPING AND INSTALL (N) 12"
YELLOW STRIPING. MATCH (E)
CROSSWALK WIDTH
REPLACE DRIVEWAY
WING PER ENG. STD. 2110
4.
0
'
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
AR
E
A
6
&
7
C
U
R
B
R
A
M
P
S
HN
MG
BN
JANUARY 2022
1000558
17
HN
1" = 8'
OC
E
A
N
A
I
R
E
A
N
D
L
A
K
E
V
I
E
W
C6
C I V I L
R
EGISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
ST
ATE OF CA L I F O R N IA
No. C 84733
HAI-LO N G Q. NG
U
Y
E
N
0 8
SCALE IN FEET
N
ST
O
P
STOP 125.85
GTR BC
126.10
AC
125.80
TG AP
125.51
CFFL BC@INLET125.51
TG
126.18
TC
125.91
SGN
125.67
GTR
125.93
AC
125.40
CFFL
125.99
TC
126.02
TC
125.42
CFFL
125.69
GTR
125.83
GTR
126.03
SW@BK CRB126.03
SW EC
126.08
SW POC
126.08
SW PRC
126.03
SW POC
126.17
BW POC
126.35
NG
126.10
BW/JNT
126.04
SW/JNT
126.27
BW
126.35
NG
126.36
NG
126.30
BW
126.16
SW PRC126.18
SW POC
126.13
SW POC
126.08
SW EC
126.03
SW@BK CRB126.08
TC
125.50
CFFL
125.72
GTR
125.97
AC
125.86
AC
125.71
GTR
125.46
CFFL
126.06
TC
125.97
TC/JNT
125.51
CFFL
125.75
GTR
125.98
AC
125.98
TC
125.52
CFFL EC
125.71
GTR
125.94
AC125.94
AC
125.66
GTR
125.53
CFFL
125.95
TC
126.01
TC125.45
CFFL
125.75
GTR
126.12
8IN PALM
126.10
BW
126.08
SW
126.22
NG
126.31
NG
126.24
BW
126.15
BW EC
126.07
SW EC126.12
SW POC
126.09
SW
126.09
BW
126.42
AC
126.39
AC
126.36
AC
126.38
AC126.40
AC126.43
AC126.47
AC
126.50
AC
126.54
AC126.57
AC
126.54
WV
126.53
WV
126.45
WV
126.57
AC126.55
AC126.52
AC
126.56
AC
126.57
AC
126.58
WV
126.65
AC
126.03
WM
126.33
SW CRACK
126.39
BW CRACK
126.45
NG 126.60
NG
126.45
BW BC
126.45
SW BC
126.50
CNC AP
126.53
CNC AP
126.26
CNC POL@BK CRB
126.22
CNC POL@BK CRB
126.20
SGN126.39
FH
126.37
10IN TREE
126.37
SW
126.40
BW
126.25
TC/JNT
125.72
CFFL BC
125.98
GTR
126.15
AC
126.24
AC
125.94
GTR
125.68
CFFL126.19
TC/JNT
126.08
AC
125.91
GTR
125.70
CFFL
126.24
TC
126.27
SW@BK CRB
126.25
SW@BK CRB
126.15
SGN
126.44
SW POC
126.44
BW
126.62
NG
126.27
TC
125.67
CFFL
125.79
GTR
125.97
AC
126.09
AC
125.85
GTR
125.70
CFFL
126.27
TC
126.24
TC
125.55
CFFL
125.82
GTR
125.98
AC
126.12
AC
125.94
GTR
125.63
CFFL
126.27
TC
126.36
TC
125.61
CFFL EC@INLET 126.05
TG AP
125.57
TG
125.55
126.37
TC CRACKED
126.10
GTR EC
126.33
AC
126.60
AC
126.48
AC
126.29
AC
126.21
AC
126.25
AC
126.38
AC
126.30
AC 126.34
AC
126.32
AC
126.35
AC
126.18
AC
126.21
AC
126.21
AC
126.23
AC
126.14
AC
126.14
AC
126.34
AC
126.51
AC
126.57
AC
126.90
AC
126.88
AC
126.75
AC
126.55
AC
126.51
AC
ACACAC126.68
AC
126.74
AC126.81
AC
126.53
BW
126.59
NG
126.49
SW POC
126.45
SW POC
126.50
SW PRC
126.52
NG
126.34
BW
126.26
SW POC
126.28
SW PRC
126.32
SW POC
126.36
SW BC
126.44
BW EC
126.55
NG
126.40
BW
126.35
BW
0
.
3
%
0
.
3
%
0.3
%
(1.8%)
(0
.
8
%
)
3
.
4
%
3
.
4
%
4.7
%
4.7%
9
.
0
%
9.0
%
0.3
%
1.5
%
1.5%
1.5
%
7.5
%
5.
0
'
5.
0
'
5
.
0
'
9
.
2
'
3.0'
5.
0
'
5.
0
'
5
.
0
'
3
.
0
'
4.8
'
4.3
'
5.0
'
5.0'
3.0
'
2.0
'
(125.70 FL)
(126.27 TC)
(125.63 FL)
126.12 TC
125.65 FL
125.67 FL
125.68 FL
126.13 TC
125.69 FL
(126.49 TC/FS)
(126.37 TC/FS)
126.47 TC
126.35 FS
126.44 TC
126.11 FS
126.42 TC
126.10 FS
126.39 TC
126.27 FS (126.30 FS)
(126.46 FS)
126.27 FS
126.19 FS
126.03 FS
126.04 FS
0 .2 %
0.2 %
0.2%
(3.3%
)
(
2
.
4
%
)
3.7%
3.7 %
0 .
3 %
4 .4 %
4 .4 %
1
.
5
%
7
.
5
%
9 .0 %
9.0 %
1
.
5
%
1.5
%
4.
0
'
4
.
4
'
4
.
9
'
3.0'
5.0
'
3.0
'
5.0
'
5.0'
3.5'
5.0'
5
.
0
'
4.0'
4
.
0
'
2
.
1
'
(126.01 TC)
(125.46 FL)
(126.00 TC)
(125.41 FL)
125.44 FL
125.43 FL
125.88 TC
125.42 FL
125.89 TC
125.45 FL
0 .2 %
(126.23 TC/FS)
3.0'
5.0'
5.0
'
5.0
'
3.0
'
(126.16 TC/FS)
126.21 TC
126.05 FS
126.30 TC
125.87 FS
126.30 TC
125.88 FS
126.26 TC
126.10 FS
126.02 FS (126.14 FS)
(126.03 FS)
125.98 FS
125.80 FS
125.81 FS
0.2
%
4.5
%
0.
3
%
4.
5
%
OCEANAIRE DR
BA
L
B
O
A
S
T
PROTECT
(E) FH
PROTECT
(E) SIGN
1
PROTECT (E) SIGN
R=30'
R=30'
REPLACE 30 LF
RED CURB PAINT
REMOVE (E) LIMIT LINE AND
INSTALL (N) 12" YELLOW
CROSSWALK STRIPING
REMOVE
STRIPING
(N) 12" WHITE LIMIT LINE
3.0'
4.0
'
(126.25 TC)
(N) 12" WHITE LIMIT LINE
REPLACE 12" YELLOW STRIPING (TYP.)
4.0'
4
.
0
'
125.92
GTR
125.98
CFFL
126.42
TX
126.12
GTR
126.28
AC 126.09
AC
125.85
GTR
125.57
CFFL
126.15
TX
126.17
PP
126.25
SDMH
126.21
CNC POL@BK CRB
125.56
CFFL
126.24
TC
126.24
TC125.42
CFFL@INLET
125.41
CFFL@INLET
126.20
TC
126.31
SW@DW
126.70
DW
126.51
BW@DW
126.38
CNC POL@SW
126.40
SW/JNT
126.55
BW/JNT
126.86
NG
126.78
NG
126.57
BW
126.43
SW
126.19
WM
126.42
SW
126.54
BW
126.80
NG
126.48
WLK@BW
126.52
WLK@BW
126.61
WLK 126.55
WLK
126.52
BW
126.52
BW@DW
126.70
EP
126.48
SW@DW RMP
126.27
TC/JNT125.82
CFFL
126.00
GTR
126.20
AC
126.19
AC
125.96
GTR
125.78
CFFL
126.24
TC
126.24
TC/JNT125.76
CFFL
125.96
GTR
126.15
AC
126.25
GW
4.0%0.6%0.6%
4.7%0.6%4.7%
7.
5
%
1.
5
%
1.
5
%
(2
.
1
%
)
(3
.
6
%
)
1.
5
%
4.3%
3.0'5.0'5.0'5.0'3.0'
4.
2
'
4.
8
'
3.
0
'
4.
0
'
4.
0
'
(126.53 TC/FS)
(126.43 TC/FS)
126.33 FS
126.53 TC
126.19 FS
126.53 TC
126.16 FS
(126.53 TC/FS)
(126.36 TC/FS)
126.32 FS
126.09 FS126.12 FS
126.26 TC
125.76 FL
126.23 TC
125.73 FS
(126.24 TC)
(125.78 FL)
126.52 TC 126.49 TC
(126.24 TC)
(125.61 FL)
PROTECT (E) DI
3.6'5.0'3.0'
4.3%
126.53 TC
126.39 FS
126.53 TC
126.40 FS
PROTECT (E) WM
PROTECT (E) GW
PROTECT (E) FH
4.
0
'
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
AR
E
A
6
&
7
C
U
R
B
R
A
M
P
S
HN
MG
BN
JANUARY 2022
1000558
17
HN
1" = 8'
OC
E
A
N
A
I
R
E
A
N
D
B
A
L
B
O
A
C7
C I V I L
R
EGISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
ST
ATE OF CA L I F O R N IA
No. C 84733
HAI-LO N G Q. NG
U
Y
E
N
0 8
SCALE IN FEET
N
130.45
TC
130.08
CFFL 130.07
FL
130.20
GTR
130.39
AC
130.30
AC
130.16
GTR
130.01
FL130.03
CFFL
130.42
TC
130.37
TC
130.02
CFFL
130.00
CFFL
130.41
TC
130.44
TC
130.05
CFFL
130.44
SW@BK CRB
130.47
SW EC
130.54
SW POC
130.57
SW PRC
130.40
SGN130.64
SW
130.69
BW
131.08
NG
130.93
NG
130.62
BW
130.57
BW
130.59
BW
130.62
BW
130.88
NG
130.89
NG
130.51
SW PRC
130.52
SW POC
130.45
SW POC
130.39
SW POC@BK CRB
130.64
TC/JNT
130.15
CFFL
130.80
SW/JNT
130.88
BW/JNT
131.32
NG
130.80
BW BC
130.79
SW BC
130.35
GTR
130.63
TC
130.25
CFFL
130.15
FL
130.12
CFFL
130.49
TC
130.22
GTR
130.37
AC
130.08
FL
130.01
FL
130.14
GTR
130.34
AC 130.23
AC
130.06
GTR
129.92
FL T
129.94
FL
130.02
GTR AP
130.11
AC
130.15
AC
130.07
GTR129.96
FL
129.97
FL 130.10
GTR 130.26
AC 130.40
AC
130.26
AC
130.14
AC
130.03
GTR
130.02
GTR
129.85
FL
130.20
AC
130.11
AC
129.88
GTR
129.91
GTR
129.79
FL
130.09
AC
130.33
AC
130.59
AC130.48
AC
130.44
AC
130.39
AC
130.26
AC
130.08
AC
129.84
GTR
129.86
GTR
130.07
AC
129.75
FL
129.70
FL
129.83
GTR AP
129.78
GTR
129.99
AC
129.94
AC
129.90
GTR
130.01
AC
130.14
AC
130.21
AC
129.96
GTR
130.01
GTR 129.86
CFFL
130.33
TC
130.43
TC
129.93
CFFL
130.10
GTR
130.28
AC
130.52
AC
130.65
AC
130.51
AC
130.34
AC
130.19
GTR
130.03
CFFL BC
130.52
TC/JNT
130.29
TC
129.83
CFFL
129.77
CFFL
130.24
TC
130.13
TC
129.68
CFFL
129.56
CFFL130.04
TC
130.00
TC
129.50
CFFL
129.96
TC CRACKED
129.50
CFFL EC
129.66
GTR
129.82
AC
129.84
AC
129.72
GTR
129.58
FL129.62
FL
129.76
GTR
129.96
AC
129.98
AC
129.77
GTR
129.65
FL
129.92
CNC
129.72
AC
129.59
GTR
129.43
CFFL129.93
TC
129.47
CFFL129.94
TC
129.88
AC129.90
AC
130.24
9IN TREE
130.29
SW EC
130.16
SW
130.14
BW
130.22
BW EC
130.44
NG
130.11
SW
130.12
BW
130.16
SW@BK CRB
130.26
SW POC 130.25
SW POC
130.19
SW PRC
130.23
SW POC
130.27
SW POC
130.19
BW
130.39
NG
130.50
NG
130.32
BW
130.43
BW
130.46
BW AP
130.48
BW
130.55
NG
130.62
NG
130.54
BW
130.62
BW
130.69
BW BC 130.71
NG
130.64
SW BC
130.52
SW POC
130.43
SW PRC
130.36
SW POC
130.28
SW POC@BK CRB
130.60
AC
130.79
AC
130.63
AC
0.
5
%
0.7%
2.1%
0.
3
%
0.2
%
0
.
6
%
7.0
%
6
.
5
%7.5%
1.5%
0
.3
%
(1
.
5
%
)
(1.6%)
0
.
3
%
0
.
3
%
0.3%
0.3
%
0
.
6
%
0.2%
1.5%
1.5
%
4.
0
'
4.0'
3
.
0
'
5
.
0
'
5
.
0
'
5.
0
'
3.0'
5.0
'
5.0'
5
.
0
'
5.
0
'
18.4'
5
.
0
'
1
5
.
1
'
130.56 FS
130.58 FS
130.59 FS(130.61 FS)
(130.67 FS)
130.66 FS
130.64 FS
130.63 FS
130.61 FS
(130.60 FS)
(130.54 FS)
130.53 FS
130.18 FL
130.51 TC
130.16 FL
130.55 TC
130.19 FL
(130.64 TC)
(130.15 FL)
130.15 FS
(130.51 TC)
(130.07 FL)
27
.
3
'
5.
9
'
21.0'12.9'
2.
2
'
2.
0
'
2.1'2.0'
130.20 HP/FL
129.92 FL
4.4'
5.1
'
3.0'
0.6%
1.
1
%
2
.
2
%
(1.3%)
(
0
.
3
%
)
1.5 %
1.7 %
1.7%
1 .8 %
1 .8 %
1
.
5
%
7
.
5
%
1.5
%
1.5
%
0.3 %
0.3%
1 .8 %
1 .8 %
1.5
%
1
.
0
%
8.0 %
6 .0 %
3.
0
'
5.0
'
5.0
'
5.0'
3.0'
16
.
1
'
5.0
'
5.0
'
5.0'
16.8'
27
.
5
'
5.
8
'
11.3'21.0'
(130.52 TC)
(130.03 FL)
(129.96 TC)
(129.50 FL)
(130.21 FS)
(130.22 FS)
(130.57 FS)
130.52 FS
130.44 FS
130.36 FS
130.27 FS
(130.52 FS)
130.44 FS
130.22 FS
130.37 FS
130.30 FS
4
.
4
'
5
.
4
'
3
.
0
'
5
.
0
'
4
.
0
'
4.0'
5.0'
129.69 FL
129.97 FL
129.89 FL
130.19 TC
129.80 FL
130.37 TC
129.98 FL
129.76 FS
2.0'2.0'
BO
R
O
N
D
A
S
T
ATASCADERO ST
1
R=30'
R=30'
(129.91 FL)(129.70 FL)
STOP
127.05
FD SLO BM 24
127.07
SW EC
127.14
BW EC 127.55
NG
127.43
NG127.15
BW POC127.03
SW POC
127.08
CNC
127.03
TC
126.56
CFFL EC
126.72
GTR
126.91
AC
126.85
AC
126.74
GTR
126.61
CFFL
127.03
TC
126.81
48IN DIA SHRUB
127.00
TC
126.53
CFFL
126.63
GTR
126.77
AC
126.61
AC
126.53
GTR AP
126.51
GTR
126.73
AC
126.39
FL
126.34
FL
126.49
GTR
126.66
AC
126.61
AC
126.49
GTR
126.35
FL
126.35
CFFL
126.83
TC
126.85
SGN
127.10
BW
126.90
BW
127.39
NG
127.22
NG
127.38
NG
127.07
BW BC
127.01
SW BC/CNC POL
126.90
BW
126.95
SW@BK WLK
126.97
SW POC 126.89
SW PRC
126.90
CNC
127.08
8IN TREE
126.73
CNC POL126.72
TC126.24
CFFL BC
126.36
GTR
126.52
AC
126.39
AC
126.24
GTR
126.03
CFFL
126.80
TC
126.81
CNC POL
126.93
SW/CNC POL
126.94
BW
127.16
NG
126.84
BW
126.76
SW
126.42
AC
126.20
GTR
126.78
WM
126.86
CNC AP
126.89
CNC AP126.73
AC
126.57
GTR
126.53
GTR
126.73
AC
126.39
FL
126.46
FL
126.58
GTR
126.68
AC
126.74
AC
126.57
GTR
126.67
GTR
126.79
AC
126.80
AC
126.68
GTR
126.53
FL126.61
FL T
126.71
GTR AP
126.73
AC
126.79
AC
126.82
AC
126.69
GTR
126.78
GTR
126.58
FL
126.73
GTR
126.85
AC
126.83
AC
126.67
GTR
126.55
FL
126.69
CFFL
127.15
TC
127.03
SL
127.19
TC
126.77
CFFL
126.72
CFFL
127.19
TC
127.20
SW@BK CRB
127.20
SW EC
127.24
BW EC
127.41
NG
127.21
SW POC
127.28
BW POC
127.18
SW PRC
127.14
SW POC
127.16
SW POC
127.24
BW
127.44
NG
127.39
NG
127.22
BW
127.22
BW
127.42
NG
127.36
NG
127.18
BW BC
127.18
SW BC
126.94
SGN
127.23
SW POC
127.27
SW PRC
127.23
SW POC
127.15
SW@BK CRB
126.78
CFFL
127.14
TC
127.12
TC
126.71
CFFL
126.63
FL
126.79
GTR
126.93
AC
126.84
AC
126.80
GTR
126.63
FL
126.92
AC
126.77
GTR
126.55
CFFL BC
127.05
TC
126.90
AC
126.73
GTR
126.55
CFFL EC
127.07
TC
127.12
TC126.58
CFFL
126.57
FL
126.73
GTR
126.90
AC
126.69
GTR
126.86
AC
126.54
FL
127.19
24IN TREE
127.11
SW
127.16
127.14
SW
127.18
BW
127.49
NG
126.92
AC
126.73
GTR
126.52
CFFL
127.03
TC
125.95
CFFL
126.04
CFFL
126.51
TX
126.62
TC
126.89
AC
127.01
AC
127.11
AC
127.18
AC
127.18
AC 127.37
AC
127.29
AC
127.20
AC
127.07
AC
126.84
AC
126.88
AC
127.00
AC
127.05
AC
127.08
AC
0.
1
%
2
.
4
%
0.1%0.1%
(0.5%)
(
1
.
8
%
)
0 .4 %
0 .4 %
0.4
%
0.4 %
0.4%
0 .3 %
1.3 %
1.3%
1 .2 %
1 .2 %
6.0 %
6 .0 %
1.
5
%
7.
5
%
1
.
5
%
1.5
%
5
.
0
'
4.
5
'
4.
8
'
5.0'
3.5'
5.0'
5.0
'
5.0
'
3.0
'
18.3'
5.0'
5.0
'
5.0
'
3.
0
'
PROTECT (E)
LIGHT POLE
(126.55 FL)
(127.07 TC)
(126.55 FL)
(127.05 TC)
126.53 FL (126.53 FL)
127.12 TC
126.77 FL
126.82 HP/FL
126.81 FL
127.11 TC
126.74 FL(127.28 FS)
(127.20 FS)
(127.21 FS)
(127.22 FS)
127.27 FS
127.25 FS
127.23 FS
127.21 FS
127.14 FS
127.19 FS
127.18 FS
127.17 FS
(126.69 FS)
2.1'2.0'
2.
0
'
2.
0
'
20.9'17.3'
25
.
3
'
10
.
0
'
6.
0
'
6.0'
0.
8
%
0.5%
1.9
%
1
.
2
%
1.4
%
1.5%
0
.
3
%
0
.
3
%
(3.1%)
(0
.
5
%
)
1.
1
%
1
.
1
%
1.1
%
1.1
%
1.1%
1.5%
7.5%
7
.
0
%
6.1
%
1.5%
1.5
%
11.1'20.9'
2.
0
'
2.
0
'
24
.
6
'
6.
0
'
17.7'
5.
0
'
5
.
0
'
5
.
0
'
14
.
2
'
4.6'
4.6'
5
.
0
'
5
.
0
'
5.
0
'
3.0'(126.90 FS)
(126.92 FS)
(127.15 FS)
(127.03 FS)
(127.03 TC)
(126.59 FL)
(126.24 FL)
(126.72 TC)
127.10 FS
127.05 FS
126.99 FS
126.93 FS
126.86 FS
126.92 FS
126.98 FS
127.03 FS
126.63 HP/FL
126.57 FL
126.50 FL
126.88 TC
126.38 FL
126.49 FS
4.
0
'
3.0'
PROTECT
(E) SHRUB
126.62 FL
126.98 TC
ATASCADERO ST
GU
L
F
S
T
1
1
.
7
'
5.0'
5.0
'
2.0'2.0'
4.0'
4
.
4
'
PROTECT
(E) SIGN
3
3
R=30'R=30'
REPLACE 36 SQFT
OF CROSS GUTTER
4
.
0
'
4.0'
(N) 12" WHITE LIMIT LINE
1
(126.39 FS)
CITY SPECIFICATION NO.
DATE:
PR
O
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:
SH
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of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AR
E
A
6
&
7
C
U
R
B
R
A
M
P
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HN
MG
BN
JANUARY 2022
1000558
17
HN
1" = 8'
C8
C I V I L
R
EGISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
ST
ATE OF CA L I F O R N IA
No. C 84733
HAI-LO N G Q. NG
U
Y
E
N
0 8
SCALE IN FEET
N
AT
A
S
C
A
D
E
R
O
A
N
D
G
U
L
F
AT
A
S
C
A
D
E
R
O
A
N
D
B
O
R
O
N
D
A
STOP
298.56
FD L/T LS3877
297.90
CFFL EC
297.85
GTR
298.10
AC
297.57
CFFL
298.19
TC
298.61
SW EC
298.63
BW EC
298.70
NG
298.25
NG
298.27
BW
298.21
SW
298.82
BW
297.98
NG
297.46
BW
297.37
SW 297.55
TC
296.86
CFFL
297.21
CFFL
297.88
TC
297.28
TC
296.65
CFFL
296.20
CFFL
296.82
TC
296.47
TC
295.82
CFFL
296.02
GTR
296.22
AC
296.51
PP296.54
SGN
295.85
BGN 2IN SLOT
296.18
CL SLOT Y
296.21
CL SLOT AP
296.33
CNC
296.41
GTR
296.58
AC
296.72
SW BC
296.91
BW BC
297.24
NG
297.76
NG
297.12
BW
296.96
SW
297.08
NG
296.56
BW
296.36
SW
296.17
TC
295.53
CFFL
295.70
GTR
295.95
AC
295.99
GW
297.65
AC
297.77
AC
297.60
GTR
297.39
GTR AP
297.37
GTR
297.50
AC297.15
AC
297.02
GTR
296.96
CNC
296.83
CL SLOT
296.81
CL SLOT
297.25
CNC
297.34
CNC297.22
CL SLOT
297.20
CL SLOT
297.83
CL SLOT
297.83
CL SLOT
297.96
CNC
298.05
GTR
298.22
AC
298.21
AC
298.04
GTR
298.65
GTR AP
298.67
AC
298.78
AC
298.77
GTR
298.59
CL SLOT Y
298.73
CNC
298.60
CNC
298.46
CL SLOT Y
298.48
CL SLOT Y
298.52
CL SLOT AP
298.68
CNC
298.69
GTR
298.85
AC
300.11
AC
299.90
GTR
299.77
CFFL EC
300.40
TC
299.96
3IN GALV INV
299.04
GTR
299.16
AC
298.84
CL SLOT
298.90
CNC
299.72
CL SLOT END
299.44
CFFL
299.93
TC
299.50
TC
298.88
CFFL
298.68
CFFL
299.32
TC
298.63
CFFL/CL SLOT
299.30
TC
298.74
CFFL
298.81
GTR
298.88
AC
298.96
AC
298.83
GTR
298.73
CFFL BC
299.40
TC
299.39
FD L/T LS3877
299.46
SGN
299.17
299.61
BW/FW
302.31
TW
302.37
TW
299.51
SGN299.52
BW/FW
299.92
BW/FW302.37
TW
302.34
TW
300.59
BW/FW
300.92
BW/FW302.36
TW
300.68
TC
300.05
CFFL
300.19
GTR
300.39
AC 300.62
AC
300.42
GTR
300.27
CFFL300.91
TC
301.12
BW
301.01
FW BC 301.24
FW/PAVERS302.34
TW
298.56
TC
298.86
AC 299.20
AC
299.18
AC
298.99
AC
298.84
AC
298.64
AC
298.38
AC
298.67
AC
298.94
AC298.65
AC
298.36
AC
298.05
AC
296.06
AC 296.28
AC
296.58
AC 296.90
AC
297.28
AC
297.63
AC 298.01
AC 298.36
AC 298.48
WV
298.75
AC
298.78
WV
298.26
WV
299.09
AC
299.43
AC 299.81
AC 300.17
AC
300.67
AC
LA ENTRADA
4.3%4.3%4.3%4.3%4.3%
0.
7
%
2.
0
%
2.
0
%
2.
0
%
1.5
%
4
.
8
%
5.6
%
2.
9
%
0.
7
%
4
.
8
%
5.6%
7.5
%
1.5
%
1
.
5
%
4.9%
4.9%
7
.
5
%
7
.
5
%
9
.
0
%
5.7
%
(0.4%)
(3
.
8
%
)
1.
5
%
1.5%
1.5 %
1.0 %
1.0%
3 .9 %
3 .9 %
7
.
5
%
1.5%
8 .3 %
8 .3 %
2.8%
2.8%
1.5%
1
.
5
%
(3
.
3
%
)
(3.5%)
9 .0 %
5.3 %
4.
5
%
5.
0
'
7.0'
6.2'
7
.
0
'
6
.
2
'
5.
0
'
4.
5
'
7.2
'
3.0
'
7.2'
6.
0
'
5
.
0
'
6
.
0
'
7
.
2
'
14.0'7.5'31.0'
1.
5
'
1.
5
'
4
.
3
'
4
.
5
'
3.0'
4.9'
5.0'
5.
0
'
7.
7
'
6.
2
'
7.0
'
5.
0
'
7.0'
6.2'
8.8'8.9'
8.
4
'
5.
8
'
5.9'
1.6'2.0'
2.
0
'
1.5'2.0'
6.
0
'
7.6'14.0'
2.
0
'
3.2'(298.63 TC/FS)
(298.61 FS)
(296.91 FS)
(296.72 FS)
297.21 TC/FS
298.08 FS
297.56 FS
297.46 FS
297.14 FS
296.95 FL
297.02 FS
297.07 FL
296.61 FL
297.29 TC
297.31 FL
297.56 TC
297.19 FS
297.13 FL
297.19 FS296.32 FS
297.65 FL
298.15 TC
296.20 FL
296.87 TC
(298.56 TC)
(297.90 FL)
(296.47 TC)
(295.82 FL)
(299.61 FS)
(299.40 TC)
(298.73 FL)
(300.59 FS)
(300.40 FS)
(299.77 FS)
299.42 FS
299.20 FS
299.28 FS
300.00 FS
299.51 TC
299.15 FL
299.90 TC
299.39 FL
299.21 FS
299.14 FS
299.17 TC
298.73 FL
299.31 TC
298.67 FL
298.80 FL
298.88 FL
298.52 FS
298.46 FL
298.53 FL
298.52 FS
7.3'
16
.
7
'
27.0'
6.
0
'
DE
L
N
O
R
T
E
W
A
Y
299.51 FS
PROTECT (E) SIGN
PROTECT (E)
POWER POLE
6 .3 %5.7%
2.2%
1.
2
%
6
.
6
%
5.7%
297.67 TC
297.56 FS
298.00 TC
297.63 FS
298.33 TC
298.16 FS
7
.
0
'
6.
8
'
7.7
'
5.0
'
8.7'
7.1'
298.94 FS296.96 FS
1
R=20'
R=20'
8.
0
'
REPLACE 12"
WHITE STOP BAR
REPLACE 186 SQFT
OF CROSS GUTTER
REMOVE (E)
STOP SIGN POST
RE-INSTALL STOP SIGN
AND STREET NAME
BLADES ON NEW POST
CITY SPECIFICATION NO.
DATE:
PR
O
J
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C
T
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:
SH
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of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AR
E
A
6
&
7
C
U
R
B
R
A
M
P
S
HN
MG
BN
JANUARY 2022
1000558
17
HN
0 8
N
SCALE IN FEET
LA
E
N
T
R
A
D
A
A
N
D
D
E
L
N
O
R
T
E
C9
C I V I L
R
EGISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
ST
ATE OF CA L I F O R N IA
No. C 84733
HAI-LO N G Q. NG
U
Y
E
N
1" = 8'
STOP
306.95
SET MAG
303.87
SCRIBED X
304.54
FD L/T BM304.60
TC303.97
CFFL EC
304.10
GTR
304.26
AC
303.81
AC
303.63
GTR
303.43
CFFL
304.04
TC
304.07
SGN
304.17
BW
304.47
CNC
304.65
BW
304.79
BW
305.14
CNC
304.94
TC
304.33
CFFL
304.47
GTR
304.71
AC
304.88
AC
304.72
GTR
304.57
CFFL
305.17
TC
305.02
BW
305.17
CNC
305.79
CNC
305.67
BW
305.58
TC
304.94
CFFL
305.08
GTR
305.35
AC
306.11
AC305.86
GTR
305.71
CFFL BC
306.37
TC306.35
SGN
306.40
BW
306.28
NG
306.03
NG 306.13
BW
306.06
BW/CNC POL
306.25
CNC POL
306.04
TC
305.44
CFFL 305.58
GTR 305.89
AC
305.18
CFFL
305.79
TC
305.31
GTR
305.56
AC
305.83
BW
306.53
BW306.47
NG
306.48
TC
305.82
CFFL
305.98
GTR
306.24
AC
307.22
BW 307.46
NG
307.10
TC
306.44
CFFL306.59
GTR
306.75
AC
306.86
AC
306.73
GTR
306.58
CFFL EC
307.20
TC 307.33
BW 307.57
NG
307.29
NG307.16
BW
307.01
TC
306.36
CFFL
306.50
GTR
306.67
AC
306.93
AC
307.35
TC
306.73
CFFL306.86
GTR
307.34
SGN
307.57
BW
307.73
NG
308.02
NG
307.80
BW
307.68
TC
307.06
CFFL307.14
GTR
307.22
AC
307.73
FH
306.98
AC
308.06
AC
307.81
GTR
307.74
CFFL
308.33
TC
308.41
SGN
308.48
BW
308.60
NG
308.10
NG
308.13
BW
308.00
TC
307.39
CFFL
307.49
GTR
307.60
AC
308.37
AC
308.10
GTR
307.96
CFFL
308.61
TC
308.70
BW
309.02
BW
308.99
NG
308.89
TC
308.27
CFFL
308.40
GTR
308.60
AC
306.82
AC
306.86
AC
306.89
AC
306.92
AC
307.00
AC
307.11
AC
306.92
WV
306.74
WV
307.39
AC
307.69
AC
308.00
AC
308.22
AC
308.54
AC
308.79
AC306.42
306.11
AC
305.81
AC
305.51
AC
305.22
AC
304.92
AC
304.62
AC304.48
MON LID
304.31
AC
303.97
AC
303.66 304.01
AC
304.33
AC
304.73
AC
305.11
AC
305.30
AC
305.55
AC
305.75
AC
306.02
AC
306.28
AC
306.49
AC
306.54
AC
306.84
AC
306.82
AC
306.80
AC
306.76
AC
306.70
AC
306.58
AC
306.59
AC
306.61
AC
306.97
AC
307.23
AC
306.27
AC
305.97
AC305.67
AC
305.34
AC
306.00
AC
306.13
AC
1
.
5
%
3.0%
1 .5 %
3.8%
3.8 %
5 .1 %
5 .1 %
0.
7
%
0.7%
1.9 %
1.5
%
5 .0 %
5 .0 %5.4%
1 .0 %
4.5 %
1
.
0
%
1.0%
(0
.
8
%
)
(0.5%)
11.7'
7.5'
5.0
'
7.5
'
10
.
7
'
13.5'
12
.
5
'
6.2'
7.0'
TRAN
S
I
T
I
O
N
5.
0
'
2' G
T
R
7.0
'
TR
A
N
S
I
T
I
O
N
6.
2
'
5.
9
'
1.
5
'
3.
0
'
5.9'1.5'3.0'
8
.
5
'
8.5'
5
.
0
'
6.3'
3
.
0
'
(304.65 FS)
305.24 FS
305.63 FS
305.70 FS
305.99 FS
305.56 FS
305.64 FS
305.36 FL
305.16 TC
304.69 FS
305.43 TC
305.00 FS
305.75 TC
305.57 FS
4.1%4 .4 %
2.5%
3.
7
%
305.90 TC
305.62 FS
(306.37 TC)
(305.71 FL)
(306.40 FS)
(304.60 TC)
(303.97 FL)
4.5
%
RELOCATE (E) FIRE HYDRANT TO BACK OF WALK
PER CITY ENG. STD. 6310. INSTALL RESTRAINED
TRANSITION COUPLING AND EXTEND FIRE
HYDRANT SERVICE TO BACK OF WALK
7.5%
1.5%
(2.2%)
(1
.
5
%
)
1.5%
1.
5
%
(1
.
5
%
)
0
.
4
%
0
.
4
%
1
.
5
%
6.4
%
6.4%
6.4%
9.0
%
2.7%
6.7%
6.4%
3.4%
3.4%
3.4%
3.4
%
3
.
4
%
4
.
5
%
2
.
2
%
0
.
4
%
0.
8
%
2.
2
%
(308.70 TC/FS)
(307.96 FL)
(308.61 TC)
(307.33 TC/FS)
(307.20 TC)
(306.58 FL)
6.6'
6.5'
6.1'
5.
0
'
5
.
0
'
2
'
G
T
R
5
.
0
'
6
.
1
'
7.
7
'
T
R
A
N
S
I
T
I
O
N
T
R
A
N
S
I
T
I
O
N
6
.
0
'
5
.
0
'
6.
0
'
6.6'
6.6'
6.9'
4.5'
3.5'
3.0'
6.
9
'
6.0'
6.
0
'
7
.
7
'
307.65 TC
307.36 FS
307.89 TC
307.39 FS
308.26 TC
307.85 FS 308.48 TC
308.27 FS
(307.73 FL)
(308.18 TC)(307.51 FL)
(307.75 TC)
(307.31 FL)
(307.59 TC)
307.13 FL
307.06 FL
(306.89 FL)
(307.28 TC)
(306.75 FL)
(307.26 TC)
4
.
5
%
307.40 FS
307.32 FS
308.07 TC
307.46 FS
1.5'3.0'
1.
5
'
3.
0
'
LA ENTRADA
RA
M
O
N
A
D
R
PROTECT (E) BM
ELEV : 304.54
1
1
R=20'
R=20'
305.43 FL
REPLACE
STRIPING
(TYP.)
(308.61 TC)
(307.96 FL)
R/W
R/W
R/
W
R/
W
REPLACE 12"
WHITE STOP BAR
1
REMOVE
(E) POST
CITY SPECIFICATION NO.
DATE:
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
T
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:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
AR
E
A
6
&
7
C
U
R
B
R
A
M
P
S
HN
MG
BN
JANUARY 2022
1000558
17
HN
LA
E
N
T
R
A
D
A
A
N
D
R
A
M
O
N
A
C10
C I V I L
R
EGISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
ST
ATE OF CA L I F O R N IA
No. C 84733
HAI-LO N G Q. NG
U
Y
E
N
0 8
N
SCALE IN FEET
1" = 8'
254.85
NG
254.51
TC
253.89
CFFL EC
253.98
GTR254.29
NG
253.78
NG
253.59
GTR
253.10
GTR
253.24
AC
252.77
AC
252.77
GTR
252.42
GTR AP
252.41
GTR
252.54
AC
252.26
FL
252.16
FL
252.39
GTR
252.45
AC
252.42
AC
252.35
GTR
252.11
FL 252.02
FL
252.16
GTR
252.27
AC
252.21
AC
252.08
GTR
251.97
CFFL BC
252.60
TC
252.71
BW BC
253.71
NG
254.53
NG
254.42
NG
253.42
NG
252.65
BW
252.54
TC251.86
CFFL
252.01
GTR
252.15
AC252.21
WV
252.61
FH 252.44
GM
252.56
BW
253.32
NG
254.26
NG
252.62
TC
252.04
CFFL
252.80
BW
253.72
NG
254.54
NG
254.87
NG
253.89
NG253.19
BW END
253.43
NG
254.55
NG
253.08
SW END
253.17
TC
252.50
CFFL
252.15
CFFL
252.78
TC
252.11
GB
252.21
GB
252.38
GB
252.67
GB
253.21
GB
253.06
CFFL
253.72
TC
253.71
GB
253.39
CFFL
254.03
TC
254.17
NG
254.97
NG
252.47
CNC
252.80
AC
252.46
GTR
252.40
GTR
252.28
FL
252.52
AC
252.49
WV
252.41
WV
252.46
WV252.53
AC
252.38
GTR
252.40
GTR AP
252.29
FL
252.75
AC
253.01
AC
252.87
GTR
253.44
GTR
253.64
AC
254.31
AC
254.03
GTR
253.87
CFFL BC
254.56
TC
254.46
NG
254.86
GRASS
255.07
GRASS
253.23
FL253.23
CFFL
253.69
TC
253.62
NG
254.13
GRASS
254.42
GRASS
253.80
GRASS AP
254.11
GRASS AP
254.10
GRASS AP
254.61
GRASS
253.52
NG
253.47
NG
253.48
SGN253.51
BW END
253.30
SW END
252.88
CFFL
253.42
TC
252.54
CNC 252.44
FL
253.19
TC
252.72
CFFL
253.28
NG
253.36
NG
252.98
TC
252.46
CFFL
252.39
FL
252.44
GTR
252.56
AC 252.51
AC
252.41
GTR
252.35
FL
252.61
AC
252.44
GTR
252.34
CFFL EC
252.82
TC
252.96
BW EC
252.98
NG
253.57
GRASS
254.24
GRASS
254.35
GRASS
253.64
GRASS
252.89
NG252.99
BW@WLK
253.09
BW@WLK
253.14
BW GB
253.01
TC
252.39
CFL
252.44
GTR
252.72
AC
252.90
WM
252.85
GM
252.87
BW
252.87
TC
252.36
CFFL
252.43
GTR
252.64
AC
253.08
BW
253.08
NG
253.66
GRASS
254.19
GRASS
254.24
GRASS
253.78
GRASS
253.23
NG253.22
BW
254.61
AC
254.07
AC
253.54
AC
253.03
AC253.07
AC
253.60
AC
254.22
AC
254.89
AC
254.58
AC
253.96
AC
253.41
AC
252.27
AC
252.34
AC
252.40
AC
252.43
AC
252.47
AC
252.59
252.62
AC
252.65
AC252.65
AC
252.68
AC
252.68
AC
252.74
AC
252.76
AC
252.88
AC
252.80
AC
5.
6
%
0.2%
(2
.
6
%
)
1.0 %1 .5 %
1
.
5
%
1 .5 %
1 .7 %
4
.
5
%
6.
0
'
5.0'
7.5'
19.5'10.1'
25
.
2
'
2.
0
'
1.
5
'
1.5'2.0'
(252.96 TC/FS)
253.11 TC
252.84 FS
253.34 TC
252.67 FS
253.51 TC
252.74 FS
252.76 TC
252.43 FL 252.59 FL
6.3'10.1'
5.0'
23
.
4
'
252.66 FL
252.41 FS
252.29 FL
(252.82 TC)
(252.34 FL)
(254.56 TC/FS)
(253.87 FL)
6.
0
'
3
.
0
'
LA
C
A
N
A
D
A
D
R
CERRO ROMAULDO AVE
(2
.
0
%
)
1.0%
5.
9
%
4.5
%
1.
5
%
3.1%
1.5
%
0.4%6.
1
'
2
1
.
9
'
5.
0
'
17.6'
3.0
'
19.6'10.0'
6.
0
'
25
.
0
'
252.25 FL
252.37 FS
253.28 TC
252.68 FS
253.11 TC
252.61 FS
(252.71 TC/FS)
1.
5
'
2.
0
'
2.0'1.6'
(252.60 TC)
(251.97 FL)
(254.51 TC/FS)
(253.89 FL)
252.52 FL
252.60 FL
PROTECT (E) FHR=28'
R=28'
REPLACE 40 LF
RED CURB
PAINT
1
1
.
5
%
(1.5%)
5.0'
18
.
1
'
255.07 TC
254.64 FS
8.3 %
2 .4 %
2 .2 %
10.5 %
1
.
5
%
1 .5 %
0.8%
1.5
%
1
1
.
5
%
8
.
9
%
(1.5%)
1.5
%
6
.
0
%
1
6
.
6
'
5.
0
'
13.3'
REPLACE 40 LF
RED CURB
PAINT
255.00 TC
254.59 FS
258.88
AC
258.57
GTR
258.40
CFFL EC
259.07
TC
259.19
BW
259.67
NG
259.36
BW EC
259.46
TC258.84
CFFL
258.95
GTR
259.24
AC
259.62
BW
258.95
TC258.30
CFFL
258.40
GTR
258.68
AC
258.55
AC
258.39
GTR AP
258.16
GTR AP/GB
258.01
GB
257.98
CFFL
258.60
TC
258.52
SW@BK CRB
258.61
SW@BK CRB
258.64
SW POC
258.65
SW POC
258.56
SW POC
258.35
NG
258.94
BW
258.80
BW
258.95
NG 258.72
BW
258.68
BW
258.59
TC
258.04
CFFL
258.01
CFFL/GB
258.61
TC
258.13
GB
257.98
GB/FL
257.94
FL
258.00
GB
258.01
CFFL
258.57
TC
258.24
GTR
258.47
AC
258.27
AC
258.07
GTR
258.05
GTR AP
258.18
AC
257.84
FL
257.85
FL T
257.97
FL
258.01
FL Y
257.91
3IN PVC INV
258.06
CFFL258.04
CFFL
258.60
TC
258.00
FL
258.02
FL
258.03
CFFL
258.60
TC 258.13
GTR AP
258.24
AC
258.28
AC
258.17
GTR
258.08
CFFL
258.63
TC
258.76
BW
258.88
NG
258.74
BW
258.67
TC
258.06
CFFL 258.20
GTR
258.31
AC
258.85
BW
258.91
BW
258.26
AC
257.84
GTR
257.71
FL
258.06
AC
258.27
AC
258.48
AC
258.60
AC
258.72
AC
258.87
AC
258.99
AC
259.16
AC
259.41
AC
258.32
AC
1.6%
1 .2 %
1 .2 %
1 .2 %
5 .2 %
4 .2 %
4 .4 %(2
.
0
%
)
(
2
.
5
%
)
5 .3 %
6 .5 %
6 .5 %
1
.
5
%
1
.
5
%
2
.
4
%
1.
1
%
(1.
0
%
)
1 .0 %
17.7'
5.0'
5.0'
3.7'
20.7'
5.0'
6.2'
4.3'
6.
0
'
1.
6
'
2.
0
'
6
.
0
'
1
.
6
'
33.8'
5.
9
'
7.
5
'
2.0'3.0'
(259.19 TC/FS)
258.94 TC
258.25 FS
258.87 TC
258.19 FS
258.80 TC
258.51 FS
(258.75 TC/FS)
258.16 FL 258.10 FL
258.42 TC
258.02 FL
(259.07 TC)
(258.40 FL)
(258.60 TC)
(258.03 FL)
257.89 FL
258.00 FL
CERRO ROMAULDO AVE
R=45'
REPLACE 31 LF
RED CURB PAINT
4
257.46
BW
257.42
AC
257.47
AC
257.26
GTR
257.27
GTR
257.14
FL
256.73
FL
256.92
GTR
257.08
AC
257.13
AC
256.84
GTR AP
256.93
GTR
256.73
CFFL
257.43
TC
257.56
TC
256.95
CFFL257.07
GTR
257.39
AC
257.25
AC
257.47
SGN
257.73
BW
257.85
NG
257.54
SW EC
257.55
SW PRC
257.62
SW POC
257.71
SW POC/CNC POL257.64
CNC POL@BK CRB
257.64
TC
257.00
CFFL
257.14
GTR257.51
AC
257.60
AC
257.12
GTR
257.05
CFFL EC
257.70
TC
257.76
SW BC
257.91
BW EC
257.77
NG257.84
BW
257.77
BW
257.98
NG
257.93
SLATE WLK
257.89
SLATE WLK@BW
257.58
BW257.52
SW
257.48
SW BC
257.32
SW POC
257.23
TC256.64
CFFL
256.66
FL
256.84
GTR
257.00
AC
256.71
AC
256.50
GTR AP
256.46
GTR AP
256.38
CFFL
257.01
TC
256.34
AC
256.11
GTR
255.97
CFFL BC
256.64
TC
256.89
SW BC/CNC POL
256.81
CNC POL@BK CRB
256.40
CNC POL@BK CRB
256.54
SW/CNC POL
256.66
SW
256.79
BW
257.22
NG
257.39
NG
257.01
BW BC
257.20
BW
257.57
NG
257.86
NG
257.08
SW
256.07
AC
255.86
GTR
255.71
CFFL
256.35
TC
256.21
2IN TREE
256.30
AC
256.52
AC
256.73
AC
256.96
AC
257.19
AC
257.35
AC
257.53
AC
257.71
AC
257.87
AC
257.93
AC
257.84
AC
257.69
AC
257.37
AC
1.2
%
2.0%
2.0%
(2.6%)
(2
.
4
%
)
6
.
3
%
6
.
3
%
1.5
%
1.5%
7.5
%
1.5
%
3
.
5
'
8
.
1
'
5.
0
'
4.0
'
3.5'
5.9'13.0'
6.
0
'
1.
6
'
2.
0
'
5.
0
'
5.0'
3.0
'
3.5
'
5.2
'
5.
0
'
11.5'
(257.84 TC/FS)(257.71 TC/FS)
257.83 TC
257.62 FS
257.80 TC
257.11 FS
257.75 TC
257.05 FS
257.46 TC
257.13 FS
(257.20 TC/FS)
(257.08 TC/FS)
257.47 TC
256.97 FS
257.53 TC
257.03 FS
1.5%
0.5%
4
.
8
%
3
.
1
%
257.26 TC
(257.01 TC)
(256.38 FL)
(257.49 TC)
(256.83 FL)
256.93 FS
257.38 TC
256.71 FL
257.44 TC
256.77 FL
257.05 FS
257.65 TC
257.55 FS
(256.90 FL)
1.2
%
1
.
2
%
2.9%
5
.
0
'
6.
3
'
3.0'
PROTECT
(E) SIGN
1.9%
CERRO ROMAULDO AVE
SA
N
T
A
L
U
C
I
A
D
R
R=25'
17 LF RED CURB PAINT
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
AR
E
A
6
&
7
C
U
R
B
R
A
M
P
S
HN
MG
BN
JANUARY 2022
1000558
17
HN
C11
C I V I L
R
EGISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
ST
ATE OF CA L I F O R N IA
No. C 84733
HAI-LO N G Q. NG
U
Y
E
N
0 8
N
SCALE IN FEET
CE
R
R
O
R
O
M
A
U
L
D
O
A
N
D
L
A
C
A
N
A
D
A
CE
R
R
O
R
O
M
A
U
L
D
O
A
N
D
S
A
N
T
A
L
U
C
I
A
1" = 8'
265.94
NG
264.90
GTR
265.13
AC
264.79
CFFL
265.40
TC
265.64
BW
265.74
NG
265.24
SDMH
265.32
BW
265.75
NG
265.40
BW
265.51
BW
265.38
TC
264.55
CFFL BC
264.54
CFFL SDINLET
264.70
GTR AP
264.85
AC
265.09
TC264.39
CFFL
264.43
GTR
264.70
AC264.85
SDMH
264.28
CFFL SD INLET
265.16
TC
265.75
BW
265.52
TC
264.87
CFFL
265.03
CFFL
265.69
TC
265.94
BW
266.05
NG
266.16
NG266.02
BW/JNT265.71
TC/JNT
265.11
CFFL EC
265.28
GTR265.54
NG
265.42
NG
265.21
GTR
265.77
FH
266.01
BW EC
266.07
BW POC
266.10
BW BC/WLK
266.15
BW WLK
266.30
NG
265.83
TC
265.20
CFFL
265.33
GTR
265.71
AC
266.07
SW POC
265.93
SW POC
265.83
SW POC
266.09
SW POC
265.92
SW POC
265.93
TC
265.32
CFFL
265.43
GTR
265.73
AC
266.11
BW POC
266.11
BW PRC
266.14
BW POC
265.18
GTR
265.35
AC
265.29
AC
265.15
GTR A
265.09
FL
265.14
GTR
265.38
AC 265.27
AC
265.05
GTR
264.91
CNC
GTR NEW/OLD
GTR NEW/OLD
265.00
AC
265.08
AC
265.20
AC
265.40
AC
265.49
AC
265.58
AC
265.67
AC265.80
AC
265.51
AC
265.64
AC
265.75
AC
265.85
AC
265.95
AC
266.04
AC
266.41
AC
266.32
AC
266.45
266.15
AC
266.25
265.97
AC266.05
265.81
AC
265.62
AC
0.
5
%
0
.
8
%
1
.
1
%
1
.
1
%
1.4
%
1.7%
2.0%
7.5%
1.5%
1
.
1
%
1.4
%
1.4%
4
.
3
%
4
.
3
%
6.0
%
8
.
0
%
1.5
%
1.5%
(2
.
1
%
)
(5.2%)
1.
5
%
2
.
4
%
0.8%
0.9%
6.
1
'
6.0'1.6'
24
.
3
'
2.0'
7.
9
'
7.0'20.0'
1.
9
'
2.
0
'
8
.
0
'
7
.
4
'
5
.
0
'
7.
8
'
6.7'
5.7'
6.
0
'
5
.
0
'
6
.
0
'
5
.
7
'
9.
5
'
8.6'
7.2'
7.4
'
4.3'
4.5'
3.0'
(266.02 TC/FS)
265.94 TC
265.67 FS
265.86 TC
265.36 FS
265.80 TC
265.30 FS
265.64 TC
265.42 FS
(265.51 TC/FS)
(265.38 TC)
(264.54 FL)
(265.71 TC)
(265.11 FL)
265.57 TC
265.06 FL
265.43 TC
265.02 FL
265.30 TC
264.71 FL
265.26 TC
264.81 FL
264.89 FL
264.95 FL
265.23 FS
265.29 FS
PROTECT (E) FH
PROTECT
(E) DI
1.9%
(265.09 FS)
265.03 FS
CERRO ROMAULDO AVE
JE
F
F
R
E
Y
D
R
R=20'
REPLACE 56 LF
RED CURB PAINT
STOP
ST
O
P
257.50
BW
257.77
NG
257.44
TC256.80
CFFL
256.90
GTR
257.05
AC
257.08
AC
257.02
GTR AP
256.98
GTR AP
256.85
CFFL
257.46
TC
257.54
BW
256.98
AC
256.80
GTR
257.35
TC
257.44
BW
256.74
4IN INV
257.56
BW
257.58
BW
257.78
NG
257.56
NG
257.56
CFFS
257.54
TX
256.91
CFFL
256.86
CFFL
257.50
TC
257.00
GTR AP
256.90
FL
257.06
GTR
257.15
AC
257.16
AC
257.11
GTR
257.05
GTR
256.94
FL
257.13
AC257.06
AC
257.08
GTR
257.08
BX
257.36
TC
256.97
CFFL
257.19
8IN DIA LS
257.17
CFFL BTM RMP
257.61
TC
257.78
NG
257.70
TC
257.24
CFFL BTM RMP
257.13
BX 257.17
GTR
257.17
AC
257.41
AC
257.25
GTR
257.40
GTR
257.31
CFFL
257.57
TC/JNT
257.35
TC
257.19
CFFL
257.21
TC
257.15
CFFL
257.31
CFFL
257.78
TC
257.95
TC
257.56
CFFL/JNT
257.99
SGN
258.03
TC/JNT
257.59
CFFL
257.69
GTR
257.82
AC
257.51
CFFL BC
257.89
TC
257.61
GTR
257.76
AC
258.03
TC
257.71
CFFL BC
258.09
AC
257.89
GTR
257.77
CFFL
258.37
TX
258.37
CFFS
258.37
BW
258.89
NG
258.56
NG
258.59
6IN TREE
257.21
AC 257.23
AC
257.23
AC 257.26
AC
257.27
AC
257.28
AC
257.22
SMH
257.32
AC 257.32
AC 257.29
AC
257.23
AC
257.18
AC
257.14
AC
257.24
AC
257.35
AC
257.69
AC
257.51
AC
258.10
AC
258.36
AC
258.57
AC
258.30
AC
258.03
AC
257.71
AC
257.41
AC
257.21
AC
257.13
GTR
257.17
GTR
257.06
FL
257.31
AC
FELTON WAY
CU
E
S
T
A
D
R
(0.3%)
(
0
.
5
%
)
1.
5
%
7 .5 %
2 .8 %
5.1%
2.1%
5.0
'
2' G
T
R
8.6
'
TR
A
N
S
I
T
I
O
N
2.0'
1.5'
4.0'
4
.
5
'
3.
0
'
2.
9
'
4.9
'
5.0
'
6.5
'
1.0
%
1
.
5
'
2
.
0
'
(257.56 TC/FS)
257.68 TC
257.17 FS
257.80 TC
257.22 FS
(257.95 TC/FS)(257.57 TC)
(257.31 FL)
257.13 FS
257.08 FS
1.5
%
R=25'
(257.54 TC)
(256.91 FL)
PROTECT (E)
LIGHT POLE
R/W
R/
W
REPLACE 12"
WHITE STRIPE
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
AR
E
A
6
&
7
C
U
R
B
R
A
M
P
S
HN
MG
BN
JANUARY 2022
1000558
17
HN
1" = 8'
C12
C I V I L
R
EGISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
ST
ATE OF CA L I F O R N IA
No. C 84733
HAI-LO N G Q. NG
U
Y
E
N
0 8
N
SCALE IN FEET
CE
R
R
O
R
O
M
A
U
L
D
O
A
N
D
J
E
F
F
R
E
Y
CU
E
S
T
A
A
N
D
F
E
L
T
O
N
STOP
220.54
TW
214.62
BW/FW
214.53
CNC AP
214.71
CNC AP
214.66
BK CRB
214.56
TC
214.17
CFFL
214.18
AC
214.27
AC
213.62
AC
213.74
AC
213.65
CFFL
213.99
TC214.17
BK CRB
214.35
BW/FW220.28
TW
219.99
TW
213.86
BW/FW
213.81
BK CRB
213.87
SW
213.68
TC
213.31
CFFL
213.29
AC
213.38
AC
214.27
SW
214.72
SW
214.51
3IN TREE
213.44
TC
213.07
CFFL213.57
BK CRB
213.62
SW
213.08
AC
213.12
AC
213.68
BW/FW219.87
TW219.77
TW
221.25
TW
213.52
BW/FW AP
213.22
BK CRB
213.19
TC EC
213.14
TC
212.72
CFFL
212.78
AC
212.81
AC
213.11
TX
212.66
CFFL
212.61
BX
212.57
BX
212.52
CFFL
212.55
TC
212.98
TX
212.55
CFFL
213.25
RMP GB
213.33
RMP GB
213.07
TC BC
212.62
GTR BGN
212.54
GTR BC
212.42
GTR POC
212.46
GTR EC
212.67
GTR
212.76
GTR212.57
AC
212.72
AC
212.77
AC
212.64
AC
212.67
AC
212.69
AC
212.92
AC
213.04
AC213.06
AC
212.85
AC 212.89
AC 212.85
AC
212.78
AC
212.82
AC
212.72
AC
213.18
4SGN
213.10
SW
212.95
BK CRB
212.86
TC
213.15
BK CRB/SW
213.07
TC
212.68
CFFL
213.02
AC
212.81
AC
212.74
AC
213.12
AC
213.17
AC
213.70
CNC AP
213.55
SW@TREE BX
213.32
BK CRB213.26
TC
212.88
CFFL
212.92
AC
213.15
AC
213.22
AC
213.33
AC
213.43
AC
213.45
AC
213.34
AC
213.14
AC
213.02
CFFL
213.49
TC213.54
BK CRB
213.65
SW
213.69
SW@TREE BX
213.51
BK CRB
213.43
TC
213.67
15IN TREE
213.87
CNC AP
213.58
BK CRB/SW
213.52
TC
213.08
CFFL
213.73
CNC
213.35
CNC
213.31
CNC
213.40
CNC
213.55
BW/FW
221.40
TW
213.60
BW/TW
213.76
BW/TW LIFTED
213.73
BW/TW
213.96
BW/FW
213.83
CNC
213.73
SW
213.70
BK CRB
213.66
TC
213.30
CFFL
213.37
AC
213.55
AC
213.73
AC
213.67
AC
209.95
TC210.02
BK CRB
209.66
CFFL
209.74
AC
209.81
210.11
BW/FW/.4TW
210.38
TC210.41
BK CRB
210.13
CFFL
210.19
AC
210.26
AC 210.78
AC
210.71
AC
210.95
TC
210.66
CFFL
210.92
7IN TREE
211.12
MTR
211.17
CNC AP
211.11
GB
211.02
CNC POL@BK CRB
210.99
TC
210.90
CNC AP
210.81
CNC POL@BK CRB
210.91
GB
210.94
TW/CL 48IN WD GT
210.55
BW
210.44
GB
211.37
BW
211.79
TW
211.71
NG
212.34
NG
212.43
TW
211.96
BW
211.73
GB
211.62
BK CRB
211.59
TC
211.15
CFFL
211.26
AC
211.30
AC
212.06
SGN
211.97
TC BC
211.48
GTR BGN
211.48
CFFL211.96
TX 211.63
BX
211.58
CFFL
211.60
CFFL
211.63
TC
211.71
BX
211.66
CFFL
212.36
TX
211.87
CFFL
211.93
CFFL
212.47
TC EC
212.01
GTR END
212.30
AC
212.66
AC
212.85
AC
212.37
RMP GB/TV PB AP
212.24
TV PB AP
212.29
TV PB AP
212.22
RMP GB
212.36
BW AP
212.80
TW AP/FNCW
212.43
TELE PB AP
212.43
TELE PB AP
212.67
TELE PB AP
212.63
TELE PB AP
212.65
BW
213.21
TW212.69
NG
212.74
BK CRB
212.72
TC
212.19
CFFL
212.33
AC
212.58
AC
212.85
AC
213.01
AC
211.89
GTR
212.18
AC
212.43
AC
212.67
AC
212.46
AC
212.19
AC212.12
AC
211.86
GTR EC
211.81
GTR POC
211.98
AC
212.21
AC
212.33
AC
211.76
GTR POC
211.71
GTR BC
211.78
AC
211.81
AC
211.63
AC
211.59
AC 212.04
AC
212.10
AC
213.03
TC
213.03
BK CRB
213.14
SW LIFTED213.12
CNC AP
213.23
CNC AP
213.24
CNC AP
212.73
CNC
213.33
21IN TREE
213.38
CNC AP
213.42
CNC AP213.11
BW
213.67
TW
213.36
TW
212.81
BW
213.32
BW
213.97
TW
213.37
CNC
213.21
CNC AP213.20
CNC POL
213.16
TC
212.55
CFFL
212.69
AC
212.87
AC
213.10
AC
212.71
AC
212.86
AC
213.22
STRIPE T
213.14
AC
212.81
AC
212.66
STRIPE END
212.49
STRIPE AP
212.73
STRIPE END
212.01
STRIPE END
211.84
STRIPE AP
211.48
STRIPE END
213.19
AC 213.37
AC
213.32
AC
213.58
AC
213.65
AC
213.47
AC
TV
T
T
(3.5%)
0.5%
6.5%
5 .7 %
1.
5
%
1
.
5
%
1.
2
%
1.0 %
1 .0 %4.5%
5.5%
2.
2
%
(213.52 TC)
(213.08 FL)
(213.85 TC/FS)
(213.86 FS/TC)
213.12 TC
212.83 FS
213.03 TC
212.78 FL
213.52 TC
213.17 FS
212.78 FS
212.73 FS
1.5%213.46 TC
213.02 FL
5.
0
%
2.
8
%
(1
.
9
%
)
1.
8
%
7.5%
1
.
4
%
1
.
5
%
7.5
%
8
.
2
%
4.2%
1.
5
%
1.5%
5.1%
4.3%
4.5%
5.
2
%
2
.
0
%
1.
5
%
5.1%
4.
0
%
4.5%
212.19 TC
211.86 FL
211.91 TC
211.41 FL
0.9%
4.
5
%
8.3%
1.
8
%
2.
0
'
2.
0
'
10
.
0
'
7.1'12.0'
1.
5
%
5.1%
2.0%2.0%
212.70 FS
3
.
0
'
4
.
8
'
4.2'
9.9'1.5'4.0'
1.
2
%
1.
2
%
20
.
0
'
21
.
4
'
10.1'2.0'2.0'
5.
0
'
15
.
3
'
R
E
D
C
U
R
B
P
A
I
N
T
21
.
4
'
5.
9
%
212.36 TC
212.03 FS
4.2
'
212.05 FS
(213.32 TC/FS)
213.77 TC
213.60 FS
5.8%
6.
0
'
5.
0
'
5.
0
'
8.
6
'
2.
0
'
2.
0
'
15.9'14.7'
5
.
1
'
5.3'
5
.
3
'
3.3
'
R=10'5.
0
'
7.
0
'
211.75 FS
211.68 FS
(213.31 TC)
(212.72 FL)
(211.05 TC)
(210.66 FL)
(211.37 TC/FS)212.04 FS
211.97 FS
211.59 TC
211.70 FS
11.9' RED CURB PAINT
5.0'9.8'
213.13 FS
213.08 FS
(213.68 TC)
(213.31 FL)
(213.20 FS)
212.61 FL
5.0
'
L=15.7
R=10'
1.
8
%
1
1
PROTECT (E) WALL
(N) 12" YELLOW
CROSSWALK STRIPING
(TYP.)
8
REMOVE AND
RELOCATE (E)
METER POLE
15
.
4
'
R
E
D
C
U
R
B
P
A
I
N
T
PALM ST
9
9
4.0'
4.0'
BR
O
A
D
S
T
PAVEOUT
2.0' PAVEOUT
209.21
SGN
209.38
TX
209.43
BK CRB208.75
CFFL
208.97
CFFL
209.08
BX
209.27
BX
209.20
CFFL
209.34
CFFL
209.94
TX EC
210.02
SL
209.98
BK CRB
209.88
RMP GB
209.65
RMP GB
209.53
BW GB
208.96
NG
209.48
CL 18IN MON SGN
209.50
CL 18IN MON SGN
209.46
LINE
209.44
LINE
209.35
CL .9 MON SGN POC
209.53
CNC
209.26
BW
208.88
NG
209.25
CNC
209.17
BK CRB209.09
TC
208.57
CFFL
208.87
AC
209.20
AC
209.49
AC
209.04
AC 209.61
AC
209.96
AC
208.72
TC
208.77
BK CRB
208.52
AC
208.88
AC
208.83
CNC
208.91
BW
208.68
NG
210.03
TC
209.43
CFFL
209.71
CFFL
210.25
TC
209.80
AC
210.39
AC
210.83
AC
210.44
AC
210.05
AC
209.75
AC
210.40
AC
210.94
AC
210.44
AC
209.94
AC
209.65
CFFL
210.15
TC
209.92
TC
209.25
CFFL/GTR END
209.43
GTR
209.99
BK CRB
210.18
BK CRB
210.31
BK CRB
210.23
14X20IN EPB
210.21
TV PB AP
210.11
TV PB AP
210.10
TV PB AP
210.09
CNC
209.92
SGN
210.19
TELE PB AP
210.17
TELE PB AP
210.18
TELE PB AP
210.06
CNC
209.79
BW
209.49
NG
209.77
NG
209.53
NG
209.66
BW
209.97
BW
210.22
BW AP
209.74
E VLT AP
209.66
E VLT AP
209.97
E VLT AP 209.89
TC BC
209.17
CFFL
209.37
GTR
209.71
AC
210.00
AC
210.29
AC
210.64
AC
210.19
AC
209.84
AC
209.67
TC
209.69
BK CRB
208.95
CFFL
209.13
GTR
209.40
AC
209.67
AC
209.95
AC
209.60
AC209.20
AC
208.91
AC
208.72
GTR
209.57
15IN PALM
209.57
CNC POC
209.54
CNC POC
209.50
CNC POC
209.40
CNC POC
208.69
TC
208.02
CFFL
208.67
BK CRB
208.89
CNC
208.91
BW/CNC POL
208.76
CNC POL
209.19
NG
209.32
BW
209.30
CNC
209.25
TC
208.61
CFFL
208.70
GTR
208.11
GTR
208.64
AC AC
209.32
AC
211.40
TC
211.39
TC
211.37
TC EC
210.74
CFFL
210.82
CFFL/GTR BGN
210.83
GTR
210.87
AC
210.82
AC
210.45
WV
211.34
FH
210.96
TC
210.33
CFFL
210.42
GTR
210.45
AC
210.46
AC
211.53
BW
211.95
BW
212.19
BW AP
212.52
BW
212.30
BRICK POL
211.92
BRICK POL
211.66
BRICK AP
211.93
BRICK POL
212.70
16IN TREE
212.27
SGN
210.73
BW
210.94
BRICK
210.31
TC
209.71
CFFL
209.76
GTR
209.86
AC
209.85
AC
211.25
BRICK
211.06
BW
210.58
TC
209.94
CFFL
210.05
GTR
210.13
AC
210.12
AC
211.43
TX
210.85
CFFL GTR END210.94
AC
211.07
AC
211.11
AC
211.37
AC
211.28
AC
211.04
GTR EC
211.20
GTR POC
211.57
AC 211.66
AC
211.85
AC
211.59
AC 211.84
WV
211.35
GTR BC
211.30
BX
211.09
BX
211.12
CFFL
211.17
TC
211.23
TC
210.90
CFFL
211.41
CFFL
211.85
TC 212.14
TX
212.25
TC
212.24
TC BC
211.64
CFFL GTR BGN
211.99
AC
212.26
AC
212.10
AC
211.83
AC
212.32
RMP GB
212.13
RMP GB
212.26
TV PB AP
212.35
TV PB AP
212.51
TV PB AP
212.43
TV PB AP 212.52
UTIL PB AP
212.50
UTIL PB AP
212.29
UTIL PB AP
212.35
UTIL PB AP
212.47
TEL PB AP
212.45
TEL PB AP
212.69
TEL PB AP
212.72
TEL PB AP
212.80
BW LIFTED
212.89
BW
212.94
BW/BRICK POL
212.73
NG
212.52
NG
212.84
BRICK POL
212.88
CNC GB
212.43
CNC GB
213.16
CNC GB
213.26
BW
213.27
BRICK
213.11
TC
212.53
CFFL
212.75
AC
213.05
AC
212.72
TC
212.16
CFFL
212.38
AC
212.65
AC
212.85
CNC
213.95
BRICK
213.90
BW
213.86
CNC
213.50
CNC
213.56
BW
213.67
BRICK
213.48
TC
212.90
CFFL
213.24
CFFL
213.82
TC
213.14
AC
213.47
AC
213.75
209.94
AC
209.89
AC
209.47
AC
210.23
AC 210.31
AC
210.87
CROSS BAR END
210.64
AC210.39
AC 210.72
AC
211.10
AC
211.44
WV
211.47
WV
211.52
WV
211.54
CNC PCC
211.50
CNC POC
211.46
CNC PCC
211.45
CNC POC211.44
CNC PCC
211.50
CNC POC
211.56
CNC PCC211.58
211.08
AC
211.32
AC209.43
STRIPE END
209.73
STRIPE END
209.58
STRIPE END
211.27
STRIPE END
211.74
STRIPE END
T T
E
TV
E
TV
T T
E
STOP
5.6%
7.7%
(1
.
6
%
)
9.5%
4.6%
1
.
5
%
1
.5
%
7
.
3
%
7.
7
%
6.
1
%
1.
5
%
(6.0%)
211.96 TC
211.70 FL (213.11 TC)
(212.53 FL)
(210.50 TC)
(209.88 FL)
211.77 TC
210.88 FL
211.82 FS
211.78 FS
212.63 TC
212.61 TC
0 .3 %
5 .3 %
1.5%
1.
0
%
5.9%
8.5%
5.5%
5.
7
%
6.0%
0 .3 %
0.3%
7.5
%
9.
7
%
2.0%
1.
5
%
1.
6
%
9.8'12.0'
2.
0
'
2.
0
'
10
.
1
'
4.
2
'
3.
0
'
5.0
'
5
.
0
'
2.
4
'
15.0' RED CURB PAINT
5.
6
%
1.5%
2.
4
%
7.
7
%
6.
1
%
7.
7
%
1.0%
2.0%2.0%
4.
0
'
2.
0
'
10
.
0
'
9.9'1.5'14.6'14.1'
6.
6
'
8.3'1.6'4.0'
(210.97 TC/FS)
8.
5
'
6.
5
'
5.0
'
5.3'
5.1
'
5.
3
'
R=10'
5
.
0
'
16
.
4
'
R
E
D
C
U
R
B
P
A
I
N
T
7.
0
'
5.
1
'
(210.39 FS)
211.82 FS
211.75 FS
211.13 FS
211.70 TC
(213.26 FS/TC)(209.53 FS)
(209.63 FS)
(209.38 TC)
(208.75 FL)
(209.50 TC)
(208.77 FL)
210.12 TC
209.82 FL
210.07 TC
209.77 FL
3
.
0
'
210.22 FS
210.28 FL
211.01 TC
211.66 TC
1.5%
6.
1
%
211.45 FS
211.37 FS
211.31 FL
L=15.8
R=10'
211.39 FL
4.
9
%
1
1
6
8 8
8
MATCH (E)
GRADES AT
ELECTRIC VAULT
RESET (E) PAVERS(N) STOP
MARKING
(N) DETAIL 22
(N) 12"
STOP BAR
(N) 12" YELLOW
CROSSWALK STRIPING
(TYP.)
8
PROTECT (E)
LIGHT POLE
12.5'
RED CURB PAINT
10
.
3
'
R
E
D
C
U
R
B
P
A
I
N
T
9
210.10 FL
210.09 FL
PA
V
E
O
U
T
4.0'
PAVEOUT
PAVEOUT
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
AR
E
A
6
&
7
C
U
R
B
R
A
M
P
S
HN
MG
BN
JANUARY 2022
1000558
17
HN
1" = 8'
XX
C13
C I V I L
R
EGISTER E D P R O F ESSIONAL
E
N
G
I
N
EER
ST
ATE OF CA L I F O R N IA
No. C 84733
HAI-L O N G Q. NG
U
Y
E
N
0 8
N
SCALE IN FEET
BR
O
A
D
A
N
D
P
A
L
M
LEGEND
(N) SIDEWALK PER ENG. STD. 4110
(N) MISSION STYLE SIDEWALK ENG. STD. 4220
HMA SURFACE & LEVELING COURSE
PER DETAIL A, SHEET C15.
REMOVE AND REPLACE AC OVER PCC
PAVEMENT PER ENG. STD. 4110 & 6020.
3/4" LEVELING COURSE OVER 8" PCC.
CONSTRUCTION NOTES
REMOVE EXISTING AND INSTALL NEW PUNCH POST AND
SLEEVE PER ENG. STD. 7210. EXISTING SIGNS TO BE
REUSED
ADJUST AND RESET MONUMENT PER ENG. STD. 9020
ADJUST WATER VALVE PER ENG. STD. 6040
ADJUST SEWER MANHOLE PER ENG. STD. 6040
ADJUST UTILITY BOX TO FINISHED SURFACE
TREE WELL PER ENG. STD. 8130. CUT FRAME AND GRATE
TO SIZE AS SHOWN.
INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE
PROPER CLEARANCE BETWEEN UNDERSIDE OF FLANGE
AND SIDEWALK SURFACE PER CITY STD. 6310.
1
NOTES
1.THE INTERSECTION OF BROAD OF PALM
IS PAVED WITH AC OVER PCC.
2.CONTRACTOR MUST COORDINATE WITH
UTILITY COMPANIES TO ADJUST UTILITY
BOXES TO FINISHED SURFACE
5
6
7
8
9
10
6" INCH FULL DEPTH AC REPLACEMENT
PER ENG STD. 4110. 1-3/4" SURFACE
COURSE OVER 4-1/4" AC.
1-3/4" MILL AND FILL PER
DETAIL B, SHEET C15
ST
O
P
STOP
SET MAG/TIN
210.79
FD L/T IN MW
209.21
SGN
209.38
TX
209.43
BK CRB208.75
CFFL
208.97
CFFL
209.08
BX
209.27
BX
209.20
CFFL
209.34
CFFL
209.94
TX EC
210.02
SL
209.98
BK CRB
209.88
RMP GB
209.65
RMP GB
209.53
BW GB
208.96
NG
209.48
CL 18IN MON SGN
209.50
CL 18IN MON SGN
209.46
LINE
209.44
LINE
209.35
CL .9 MON SGN POC
209.53
CNC
209.26
BW
208.88
NG
209.25
CNC
209.17
BK CRB209.09
TC
208.57
CFFL
208.87
AC
209.20
AC
209.74
AC 210.05
AC
209.49
AC
209.04
AC 209.61
AC
209.96
AC
210.49
AC
208.72
TC
208.77
BK CRB
208.52
AC
208.88
AC
209.34
AC
208.83
CNC
208.91
BW
208.68
NG
210.03
TC
209.43
CFFL
209.71
CFFL
210.25
TC
209.80
AC
210.39
AC
210.83
AC
210.85
AC
210.44
AC
210.05
AC
209.75
AC
210.40
AC
210.78
AC
210.94
AC
210.44
AC
209.94
AC
209.65
CFFL
210.15
TC
209.92
TC
209.25
CFFL/GTR END
209.43
GTR
209.99
BK CRB
210.18
BK CRB
210.31
BK CRB
210.23
14X20IN EPB
210.21
TV PB AP
210.11
TV PB AP
210.10
TV PB AP
210.09
CNC
209.92
SGN
210.19
TELE PB AP
210.17
TELE PB AP
210.18
TELE PB AP
210.06
CNC
209.79
BW
209.49
NG
209.77
NG
209.53
NG
209.66
BW
209.97
BW
210.22
BW AP
209.74
E VLT AP
209.66
E VLT AP
209.97
E VLT AP 209.89
TC BC
209.17
CFFL
209.37
GTR
209.71
AC
210.00
AC
210.29
AC
210.64
AC
210.19
AC
209.84
AC
209.67
TC
209.69
BK CRB
208.95
CFFL
209.13
GTR
209.40
AC
209.67
AC
209.95
AC
209.60
AC209.20
AC
208.91
AC
208.72
GTR
209.57
15IN PALM
209.57
CNC POC
209.54
CNC POC
209.50
CNC POC
209.40
CNC POC
209.19
NG
209.32
BW
209.30
CNC
220.54
TW
214.62
BW/FW
214.53
CNC AP
214.71
CNC AP
214.66
BK CRB
214.56
TC
214.17
CFFL
214.18
AC
214.27
AC
214.37
AC
213.82
AC
213.62
AC
213.74
AC
213.65
CFFL
213.99
TC214.17
BK CRB
214.35
BW/FW220.28
TW
219.99
TW
213.86
BW/FW
213.81
BK CRB
213.87
SW
213.68
TC
213.31
CFFL
213.29
AC
213.38
AC
213.48
AC
214.27
SW
214.72
SW
214.51
3IN TREE
213.44
TC
213.07
CFFL213.57
BK CRB
213.62
SW
213.08
AC
213.12
AC
213.21
AC
213.68
BW/FW219.87
TW219.77
TW
221.25
TW
213.52
BW/FW AP
213.22
BK CRB
213.19
TC EC
213.14
TC
212.72
CFFL
212.78
AC
212.81
AC
212.87
AC
213.11
TX
212.66
CFFL
212.61
BX
212.57
BX
212.52
CFFL
212.55
TC
212.98
TX
212.55
CFFL
213.25
RMP GB
213.33
RMP GB
213.07
TC BC
212.62
GTR BGN
212.54
GTR BC
212.42
GTR POC
212.46
GTR EC
212.67
GTR
212.76
GTR212.57
AC
212.72
AC
212.77
AC
212.64
AC
212.75
AC
212.67
AC
212.69
AC
212.92
AC
213.04
AC213.06
AC
212.85
AC 212.89
AC 212.85
AC
212.78
AC
212.82
AC
212.72
AC
213.18
4SGN
213.10
SW
212.95
BK CRB
212.86
TC
213.15
BK CRB/SW
213.07
TC
212.68
CFFL
213.02
AC
212.81
AC
212.74
AC
213.12
AC
213.17
AC
213.35
CNC
213.31
CNC
213.40
CNC
213.55
BW/FW
221.40
TW
209.95
TC210.02
BK CRB
209.66
CFFL
209.74
AC
209.81
209.87
210.11
BW/FW/.4TW
210.38
TC210.41
BK CRB
210.13
CFFL
210.19
AC
210.26
AC
210.32
AC
210.83
AC
210.78
AC
210.71
AC
210.95
TC
210.66
CFFL
210.92
7IN TREE
211.12
MTR
211.17
CNC AP
211.11
GB
211.02
CNC POL@BK CRB
210.99
TC
210.90
CNC AP
210.81
CNC POL@BK CRB
210.91
GB
210.94
TW/CL 48IN WD GT
210.55
BW
210.44
GB
211.37
BW
211.79
TW
211.71
NG
212.34
NG
212.43
TW
211.96
BW
211.73
GB
211.62
BK CRB
211.59
TC
211.15
CFFL
211.26
AC
211.30
AC
211.38
AC
212.06
SGN
211.97
TC BC
211.48
GTR BGN
211.48
CFFL
211.96
TX 211.63
BX
211.58
CFFL
211.60
CFFL
211.63
TC
211.71
BX
211.66
CFFL
212.36
TX
211.87
CFFL
211.93
CFFL
212.47
TC EC
212.01
GTR END
212.30
AC
212.66
AC
212.85
AC
212.37
RMP GB/TV PB AP
212.24
TV PB AP
212.29
TV PB AP
212.22
RMP GB
212.36
BW AP
212.80
TW AP/FNCW
212.43
TELE PB AP
212.43
TELE PB AP
212.67
TELE PB AP
212.63
TELE PB AP
213.21
211.89
GTR
212.18
AC
212.43
AC
212.67
AC
212.46
AC
212.19
AC212.12
AC
211.86
GTR EC
211.81
GTR POC
211.98
AC
212.21
AC
212.33
AC
211.76
GTR POC
211.71
GTR BC
211.78
AC
211.81
AC
211.83
AC
211.63
AC
211.63
AC
211.59
AC 212.04
AC
212.10
AC
212.19
AC
212.73
209.25
TC
208.61
CFFL
208.70
GTR
211.40
TC
211.39
TC
211.37
TC EC
210.74
CFFL
210.82
CFFL/GTR BGN
210.83
GTR
210.87
AC
210.82
AC
210.45
WV
211.34
FH
210.96
TC
210.33
CFFL
210.42
GTR
210.45
AC
210.46
AC
211.53
BW
211.95
BW
212.19
BW AP
212.52
BW
212.30
BRICK POL
211.92
BRICK POL
211.66
BRICK AP
211.93
BRICK POL
212.70
16IN TREE
212.27
SGN
211.25
BRICK
211.06
BW
210.58
TC
209.94
CFFL
210.05
GTR
210.13
AC
210.12
AC
211.43
TX
210.85
CFFL GTR END210.94
AC
211.07
AC
211.11
AC
211.37
AC
211.28
AC
211.04
GTR EC
211.20
GTR POC
211.57
AC 211.66
AC
211.85
AC
211.59
AC 211.84
WV
211.35
GTR BC
211.30
BX
211.09
BX
211.12
CFFL
211.17
TC
211.23
TC
210.90
CFFL
211.41
CFFL
211.85
TC 212.14
TX
212.25
TC
212.24
TC BC
211.64
CFFL GTR BGN
211.99
AC
212.26
AC
212.10
AC
211.83
AC
212.32
RMP GB
212.13
RMP GB
212.26
TV PB AP
212.35
TV PB AP
212.51
TV PB AP
212.43
TV PB AP 212.52
UTIL PB AP
212.50
UTIL PB AP
212.29
UTIL PB AP
212.35
UTIL PB AP
212.47
TEL PB AP
212.45
TEL PB AP
212.69
TEL PB AP
212.72
TEL PB AP
212.80
BW LIFTED
212.89
BW
212.94
BW/BRICK POL
212.73
NG
212.52
NG
212.84
BRICK POL
212.88
CNC GB
212.43
CNC GB
213.16
CNC GB
213.26
BW
213.27
BRICK
213.11
TC
212.53
CFFL
212.75
AC
213.05
AC
212.72
TC
212.16
CFFL
212.38
AC
212.65
AC
212.85
CNC
213.95
BRICK
213.90
BW
213.86
CNC
213.50
CNC
213.56
BW
213.67
BRICK
213.48
TC
212.90
CFFL
213.24
CFFL
213.82
TC
213.14
AC
213.46
AC
213.47
AC
213.75
AC
210.23
AC 210.31
AC
210.87
CROSS BAR END
210.64
AC210.39
AC 210.72
AC
211.10
AC
211.44
WV
211.47
WV
211.52
WV
211.54
CNC PCC
211.50
CNC POC
211.46
CNC PCC
211.45
CNC POC
211.44
CNC PCC
211.50
CNC POC
211.56
CNC PCC211.58
CNC POC
212.26
CL MON LID
212.51
AC
212.71
AC
212.86
AC
213.22
STRIPE T
213.14
AC
212.31
SMH
212.25
AC
211.63
AC
211.08
AC
211.32
AC
211.60
AC
211.89
AC
211.78
AC
212.22
AC
212.49
AC
212.81
AC
212.92
AC
212.46
AC
212.17
AC
212.64
AC212.56
AC
212.23
AC
212.41
AC
212.88
AC
213.28
AC
213.28
AC
213.01
AC 213.42
AC
213.63
AC
213.62
AC
214.26
AC
214.17
AC
213.98
AC213.67
AC
213.85
AC
213.90
AC
211.67
AC
212.66
STRIPE END
212.49
STRIPE AP
212.73
STRIPE END
212.01
STRIPE END
211.84
STRIPE AP
211.48
STRIPE END
212.01
AC
211.97
AC
211.85
AC
211.36
AC 211.67
AC
211.19
AC
212.10
AC
212.17
AC
212.38
AC
211.57
AC
211.49
AC
211.09
AC
209.43
STRIPE END
209.73
STRIPE END
209.58
STRIPE END
211.27
STRIPE END
211.74
STRIPE END
210.36
AC
210.93
AC
211.23
AC210.81
AC210.32
AC
210.22
AC
209.71
AC
210.25
AC
T T
E
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TV
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TV
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STOP
ST
O
P
1.
8
%
6.6%2.0%2.0%
4.
9
%
0.6%3.4%
4.
7
%
3.
2
%
4.6%
2.0%2.0%
2.0%2.0%
13
.
9
'
16
.
1
'
15.9'14.7'
16
.
2
'
16
.
0
'
14.6'14.1'
18
.
1
'
18
.
0
'
212.3± FS(210.82 FS)
(210.39 FS)
(213.20 FS)
211.39 FL
212.28 FL
212.61 FL
(213.14 FS)
212.00 FS 212.95 FS
211.50 FS
209.96 FS
209.90 FS 211.00 FS
211
.
0
211.
5
212.0
212
.
5
213.
0
210
.
5
210
.
0
210
.
0
209
.
5
20
9
.
0
212
.
0
212
.
5
209
.
5
209
.
0
21
3
.
0
210
.
5
5
6
7
(N) 12" YELLOW
CROSSWALK STRIPING
(TYP.)
(N) STOP
MARKING
(N) DETAIL 22
(N) 12"
STOP BAR
(N) 12" YELLOW
CROSSWALK STRIPING
(TYP.)
(N) 12" YELLOW
CROSSWALK STRIPING
(TYP.)
(N) 12" YELLOW
CROSSWALK STRIPING
(TYP.)
REMOVE AND REPLACE AC OVER PCC PAVEMENT PER
ENG. STD. 4110 & 6020. INSTALL EXPANSION JOINTS
WITH SMOOTH DOWELS AT LONGITUDINAL CENTER OF
THE STREET AND AT 9' ON CENTER. INSTALL DOWELS
PER ENG. STD. 6020, NOTE 7.
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CITY SPECIFICATION NO.
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1000558
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1" = 8'
C14
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SCALE IN FEET
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No. C 84733
HAI-L O N G Q. NG
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NOTES:
1.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.
2.(N) PCC SHALL BE CLASS II AND BE HIGH EARLY STRENGTH PER
SPECIFICATION 90-1.01B.
3.REMOVE 12" OF (E) MATERIAL AND INSTALL 12" OF CLASS II AGGREGATE
NOT TO SCALE
CONCRETE BASE REPAIRC
SEE NOTE 1
MILLED DEPTHSAWCUT(E) AC SURFACE
(E) PCC
(E) SUBGRADE
SEE NOTE 3
8" (N) PCC
INSTALL DOWELS PER
ENG. STD. 6020, NOTE 7
(N) PCC CURB
& GUTTTER
(E) SUBGRADE
MILL ALL AC PAVEMENT TO PCC BASE
3/4" LEVELING COURSE
NOT TO SCALE
HMA SURFACE COURSE & LEVELING COURSE - BROAD & PALM
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, DEPTH VARIES. 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). NO ADDITIONAL COMPENSATION WILL BE ALLOWED
IRRESPECTIVE OF THE INCREASE IN DEPTH OF THE LEVELING COURSE REQUIRED TO OBTAIN A UNIFORM SLOPE
ACROSS THE MILLED SURFACE AND NEW GRADES AT ADJACENT GUTTERS. 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.APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS AND AT PAVEMENT.
A
(SEE NOTE 3)(SEE NOTE 3)
(N) PCC CURB
& GUTTTER
40' ROADWAY WIDTH
VAR.VAR.
6'
AC TAPER
6'
AC TAPER
SEE NOTE 3
1-3/4" AC SURFACE COURSE OVER PAVING GRID
PAVING GRI9D
C I V I L
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No. C 84733
HAI-L O N G Q. NG
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8" PCC
PAVEOUT
8" PCC
PAVEOUT
3/4" MIN.3/4" MIN.
(E) PCC
SECTION
(N) PCC CURB
& GUTTTER
(E) SUBGRADE
1-3/4" AC SURFACE COURSE
NOT TO SCALE
1-3/4" MILL AND FILL - BROAD & PALM
NOTES:
1.MILL TO A DEPTH OF 1-3/4 INCHES. INSTALL 1-3/4 INCHES MINIMUM SURFACE COURSE (1/2" AGGREGATE). NO ADDITIONAL
COMPENSATION WILL BE ALLOWED IRRESPECTIVE OF THE INCREASE IN DEPTH OF THE SURFACE COURSE REQUIRED TO
OBTAIN A UNIFORM SLOPE ACROSS THE MILLED SURFACE AND NEW GRADES AT ADJACENT GUTTERS.
2.APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS AND AT PAVEMENT.
B
(SEE NOTE 1)
(N) PCC CURB
& GUTTTER
40' ROADWAY WIDTH
VAR.VAR.
4-1/4" AC
PAVEOUT
4-1/4" AC
PAVEOUT
(E) AC
SECTION
6'
AC TAPER
6'
AC TAPER
SEE NOTE 3
MILL TO A DEPTH OF 1-3/4"
1-3/4" MIN.1-3/4" MIN.(SEE NOTE 1)
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1050 Southwood Drive
San Luis Obispo, CA 93401
P 805.544.7407 F 805.544.3863
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DESIGNED BY:
DRAWN BY:
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APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
1050 Southwood Drive
San Luis Obispo, CA 93401
P 805.544.7407 F 805.544.3863
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