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Reference Documents:
City Standard Specifications -August 2020 Edition
City Engineering Standards - August 2020 Edition
index to plans
sheet no.description
san luis obispo county, california
2025 PAVING PROJECT
T1 VICINITY MAP, GENERAL NOTES
D1-2 DETAILS
C1-7 CURB RAMPS
P1-3 SACRAMENTO
P4-8 TANK FARM
APPROVED BY
SPECIFICATION NO.DATE
of
SHEET
Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date
35JUNE 2025
2000616 T1FILE NO./LOCATION
06/17/2025
S
T
ATE OF C A L I F O R NIA
R
E
GISTER E D P R O F ESSION
A
L
E
N
G
I
N
EER
C I V I L
B R IA N A . NEL
S
O
N
No. C 79870
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). COMPLY WITH CALTRANS CURRENT
STANDARDS FOR MADONNA STRIPING (SHEETS S02-S03).
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 "C12" 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.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
MUST COORDINATE WITH CITY ARBORIST PRIOR TO TRIMMING OF ANY VEGETATION.
6.THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES. CONTRACTOR SHALL TAKE CARE
DURING CONSTRUCTION TO AVOID CONTACT WITH OR DAMAGE TO EXISTING OVERHEAD
LINES.
7.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.
8.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.
9.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. PROTECT BENCHMARKS AND PROPERTY
CORNERS IN PLACE PER CITY STD SECTION 5-1.26.
10.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.
11.UNLESS OTHERWISE SHOWN HEREIN, ALL STRIPING AND MARKINGS SHALL BE PER
CALTRANS REVISED STANDARD PLANS 2015 - A20A, A20B, A20C, A20D, A24A, A24B, A24C,
A24D, AND A24E. ANY STRIPING NOT MARKED FOR REMOVAL SHALL BE PROTECTED IN
PLACE. SEE SPECIAL PROVISIONS SECTION 84.
12.GREEN BIKE LANE MARKINGS SHALL BE SEALMASTER SAFE RIDE OR CITY APPROVED
EQUIVALENT PER SECTION 84-6.01. INSTALLATION ON AC AND/OR CONCRETE SURFACE
SHALL BE PER MANUFACTURER'S SPECIFICATIONS.
13.CROSSWALKS SHALL BE 10' WIDE UNLESS OTHERWISE NOTED.
14.THERMOPLASTIC STRIPING PLACED ON CONCRETE REQUIRES A PRIMER COAT PRIOR TO
APPLICATION.
15.FLEX POST MUST BE PEXCO CITY POST MODEL EAC OR APPROVED EQUAL. FLEX POST
SPECIFICATIONS SHALL BE APPROVED BY ENGINEER PRIOR TO PROCUREMENT.
16.RECTANGULAR RAPID FLASHING BEACONS (RRFB), FLASHING YELLOW WARNING
BEACONS, AND RADAR SPEED FEEDBACK SIGN EQUIPMENT SUBMITTALS SHALL BE
APPROVED BY THE ENGINEER PRIOR TO PROCUREMENT.
17.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH RRFB SYSTEM VENDOR
REPRESENTATIVE AS NEEDED TO INSTALL AND CONFIGURE RRFB SYSTEM TO ITS
INTENDED OPERATION. RRFB EQUIPMENT MUST HAVE THE CAPABILITY TO OPERATE ON
DIFFERENT CHANNELS, AND THE CONTRACTOR SHALL PROGRAM EACH GROUP OF RRFBS
TO A DIFFERENT CHANNEL TO PREVENT UNINTENDED CROSS-ACTIVATION BETWEEN
DIFFERENT RRFB GROUPS.
18.HYDRANT MARKERS MUST BE INSTALLED PER STD. 7920. DO NOT INSTALL IN BIKE LANES
19.DO NOT APPLY ROADWAY STRIPING OR PAVEMENT MARKINGS ON PCC UTILITY COLLARS
UNLESS OTHERWISE APPROVED BY THE ENGINEER.
general notes:
legend:
STREET LIGHT
FIRE HYDRANT
HYDRANT MARKER
DRIVEWAY
SIGN POST
RECTANGULAR RAPID FLASHING BEACON (RRFB) SYSTEM
STORM DRAIN INLET
STORM DRAIN PIPE
GAS LINE
TREE PROTECTION
1.PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING
AND CONSTRUCTION TECHNIQUES WHENEVER POSSIBLE PER CITY STANDARD
SPECIFICATIONS SECTION 20. CONTRACTOR TO HIRE CERTIFIED ARBORIST FOR TREE
TRIMMING TO ALLOW NECESSARY EQUIPMENT CLEARANCE AT NO ADDITIONAL COST TO
THE CITY. NOTIFY THE ENGINEER 48 HRS IN ADVANCE OF THE WORK.
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
3.TRIM TREES AS NEEDED ALONG TANK FARM ROAD WITHIN 350 FEET OF INTERSECTIONS
TO MAINTAIN 14-FOOT MINIMUM CLEARANCE ABOVE THE ROADWAY AND 10-FOOT
MINIMUM CLEARANCE ABOVE SIDEWALKS.
LAYOUT APPROVAL
1.ALL STRIPING LAYOUTS, PLACEMENT OF VERTICAL ROADWAY ELEMENTS (I.E. FLEX
POSTS, MEDIANS, ETC.), PARKING STALL TEES AND CURB PAINTING LIMITS SHALL BE
MARKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD PRIOR
TO INSTALLATION.
2.NEW SIGN POSTS MUST BE INSTALLED PER ENG. STD. 7210 & 7215 AND LOCATIONS
MARKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD PRIOR
TO INSTALLATION.
3.UNLESS OTHERWISE NOTED HEREIN, ALL LANE WIDTH DIMENSIONS ARE MEASURED
FROM CENTER OF STRIPE TO FACE OF CURB (OR EDGE OF PAVEMENT WHERE NO CURB
EXISTS AT OUTSIDE EDGE OF ROADWAY).
4.CONTRACTOR IS RESPONSIBLE FOR RE-INSTALLING ANY EXISTING RED CURB PAINT
REMOVED WITH RECONSTRUCTION OF CURB RAMPS. LIMITS OF RED CURB
REPLACEMENT TO BE MARKED IN FIELD AND CONFIRMED BY ENGINEER PRIOR TO
REINSTALLATION.
G
SD
P9-10 ORCUTT
Base Bid
Add. Alt. A
N
ADJUST TO FINISHED GRADE PER CITY STDs.
STORM or SEWER MANHOLE (PER 6040)
WATER VALVE (PER 6040)
MONUMENT (PER 9020)
TRAFFIC BOX
COMMUNICATIONS (PER 9030)
GAS COVER
TRF
MH
FDR 16" and HMA SURFACE 8.5" DEPTH PER DETAIL Y, SHEET D2
HMA SURFACE 13.5" DEPTH PER DETAIL W, SHEET D2
REPLACE
REPLACE SSMH FRAME AND COVER PER
ENG. STD. 6610. INSTALL GRADE RINGS
TO COMPLETE THE WORK.
S
P11-12 CALLE JOAQUIN
Add. Alt. B
S1 SANTA ROSA & MILL
S2-3 MADONNA (HIGUERA TO 101)
S4-6 PRADO (HIGUERA TO E. END)
S7-11 BROAD (ORCUTT TO TANK FARM)
S12-13 TANK FARM (WEST OF BROAD)
Striping Refresh
HMA SURFACE 8.5" DEPTH PER DETAIL Z, SHEET D2
HMA SURFACE 6" DEPTH PER DETAIL X, SHEET D2
ADD.
ALT. A
BASE
BID
BASE
BID
BASE
BID
BASE
BID
ADD.
ALT. B
CASE 1
SOLID GREEN BIKE LANE
CASE 2
DASHED GREEN BIKE LANE EXTENSION
APPROACHING INTERSECTION RIGHT TURN
CONFLICT AREAS
CASE 3
DASHED GREEN BIKE LANE EXTENSION
THROUGH INTERSECTIONS AND ACROSS
DRIVEWAYS
GREEN BIKE LANE MARKINGS SHALL BE SEALMASTER SAFE RIDE OR
APPROVED EQUIVALENT
SEE GENERAL NOTES AND SPECIAL PROVISIONS FOR ADDITIONAL
REFERENCE
NOT TO SCALE
BIKE BUFFERA
NOT TO SCALE
MODIFIED CITY STD 7360E
NOT TO SCALE
CENTERLINE PAVEMENT MARKERSC
NOT TO SCALE
MODIFIED R10-15 SIGND
AUTO LANE
BIKE LANE
45°
20'
WIDTH PER PLAN
6" WHITE STRIPE
WHITE BIKE LANE SYMBOL WITH PERSON AND BIKE ARROW
PER CALTRANS STANDARD
6" WHITE STRIPE
GREEN BIKE LANE PAVEMENT
COATING
6" WHITE STRIPE
GREEN BIKE LANE PAVEMENT
COATING
6" WHITE STRIPE
GREEN BIKE LANE PAVEMENT
COATING
2" YELLOW BOTS DOTS, TYPE AY
MARKER PER 2015 CALTRANS
STANDARD PLAN A20A
EXISTING DETAIL 22
5'
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APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
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CITY SPECIFICATION NO.
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30"
30"
NOT TO SCALE
BIKE BUFFER WITH PAVEMENT PARKERSB
AUTO LANE
45°
20'
WIDTH PER PLAN
6" WHITE STRIPE
EXISTING DETAIL
27B BIKE LANE
20' OR AS NOTED
4'8'
2'
3'
5'
2"
2" WHITE BOTS DOTS, TYPE A
WHITE MARKER PER 2015
CALTRANS STANDARD PLAN A20A.
6" WHITE
45° 8' O.C.
STREET
SIDEWALK
20' RED CURB
WIDTH
PER PLAN
STOP BAR
LENGTH
PER PLAN
NOT TO SCALE
DAYLIGHTING BUFFERF
6" WHITE
POLARA APS PEDESTRIAN PUSH
BUTTON VERTICAL HEIGHT BETWEEN
3.5'-4' ABOVE SIDEWALK, HORIZONTAL
PLACEMENT TO BE CONFIRMED BY
ENGINEER IN FIELD
R10-25 "PUSH BUTTON TO TURN
ON WARNING LIGHTS" SIGN
FLUORESCENT YELLOW/GREEN
24"x12" W16-7P SIGNS BACK TO BACK
(2 SIGNS EACH POST/POLE) AT
LEAST 7' ABOVE SIDEWALK
RECTANGULAR RAPID FLASHING
BEACON (RRFB) SYSTEM
CARMANAH MODEL R920-F
(DUAL FLASHER)
FLUORESCENT YELLOW/GREEN
30"x30" W11-2 SIGNS BACK TO BACK
(2 SIGNS EACH POST/POLE)
SOLAR KIT
INSTALL ON SQUARE PUNCH POST OR
(E) STREETLIGHT POLE (VARIES BY
LOCATION, SEE PLANS FOR DETAIL).
USE MOUNTING HARDWARE PER
MANUFACTURER'S RECOMMENDATION
NOT TO SCALE
RRFB, SOLAR KIT, SIGNS AND PUSH BUTTONH NOT TO SCALE
RRFB, SOLAR KIT, SIGNS AND PUSH BUTTONI NOT TO SCALE
RRFB, SOLAR KIT, SIGNS AND PUSH BUTTONJ NOT TO SCALE
RRFB, SOLAR KIT, SIGNS AND PUSH BUTTONK NOT TO SCALE
RRFB, SOLAR KIT, SIGNS AND PUSH BUTTONL
POLARA BULLDOG PEDESTRIAN
PUSH BUTTON. ORIENT PUSH
BUTTON TO FACE BIKE LANE ON
ADJACENT STREET. VERTICAL
HEIGHT BETWEEN 3.5'-4' ABOVE
SIDEWALK. PLACEMENT TO BE
CONFIRMED BY ENGINEER IN FIELD
R10-25 "PUSH BUTTON TO TURN
ON WARNING LIGHTS" SIGN
R1-1 "STOP" SIGN FACING TRAFFIC
SOLAR KIT SOLAR KIT SOLAR KIT SOLAR KIT
ADVANCED WARNING
FLUORESCENT YELLOW/GREEN
24"x12" W16-9P SIGN FACING TRAFFIC
AT LEAST 7' ABOVE SIDEWALK.
PLACEMENT TO BE CONFIRMED BY
ENGINEER IN FIELD.
RECTANGULAR RAPID FLASHING
BEACON (RRFB) SYSTEM
CARMANAH MODEL R920-F
FLUORESCENT YELLOW/GREEN
30"x30" W11-2 SIGN FACING
TRAFFIC
ROUNDABOUT MEDIAN REFUGE ISLAND & ROUNDABOUT SPLITTER ISLAND
POLARA APS PEDESTRIAN PUSH
BUTTON VERTICAL HEIGHT
BETWEEN 3.5'-4' ABOVE SIDEWALK,
PLACEMENT TO BE CONFIRMED
BY ENGINEER IN FIELD
R10-25 "PUSH BUTTON TO TURN
ON WARNING LIGHTS" SIGN
FLUORESCENT YELLOW/GREEN
24"x12" W16-7P SIGN FACING TRAFFIC
AT LEAST 7' ABOVE SIDEWALK
RECTANGULAR RAPID FLASHING
BEACON (RRFB) SYSTEM
CARMANAH MODEL R920-F
FLUORESCENT YELLOW/GREEN
30"x30" W11-2 SIGN FACING
TRAFFIC
FLUORESCENT YELLOW/GREEN
24"x12" W16-7P SIGNS BACK TO BACK
(2 SIGNS EACH POST/POLE) AT
LEAST 7' ABOVE SIDEWALK
RECTANGULAR RAPID FLASHING
BEACON (RRFB) SYSTEM
CARMANAH MODEL R920-F
(DUAL FLASHER)
FLUORESCENT YELLOW/GREEN
30"x30" W11-2 SIGNS BACK TO BACK
(2 SIGNS EACH POST/POLE)
NOT TO SCALE
MEDIAN CROSSING SIGN AND CURBG
RRFB PER DETAIL L, THIS SHEET
INSTALL TRAFFIC LOGIX RUBBER CURB
FLEX CURB, BLACK W/ YELLOW
REFLECTIVE MARKINGS 4”x3.125” (HxW)
PLACEMENT TO BE CONFIRMED BY
ENGINEER IN FIELD.
INSTALL (4) 36” YELLOW PEXCO CITY POSTS
MODEL EAC, WITH 2 YELLOW REFLECTIVE WRAPS
WIDTH
PER PLAN
ADJACENT STREET BIKE LANE MODIFIED
INSTALL ON SQUARE PUNCH POST
PER CITY STD. USE MOUNTING
HARDWARE PER MANUFACTURER'S
RECOMMENDATION
INSTALL ON SQUARE PUNCH POST OR
(E) STREETLIGHT POLE (VARIES BY
LOCATION, SEE PLANS FOR DETAIL).
USE MOUNTING HARDWARE PER
MANUFACTURER'S RECOMMENDATION
INSTALL ON SQUARE PUNCH POST OR
(E) STREETLIGHT POLE (VARIES BY
LOCATION, SEE PLANS FOR DETAIL).
USE MOUNTING HARDWARE PER
MANUFACTURER'S RECOMMENDATION
INSTALL ON SQUARE PUNCH POST OR
(E) STREETLIGHT POLE (VARIES BY
LOCATION, SEE PLANS FOR DETAIL).
USE MOUNTING HARDWARE PER
MANUFACTURER'S RECOMMENDATION
DETAIL 29
8" YELLOW
45° 10' O.C.
MODIFIED RECTANGULAR RAPID
FLASHING BEACON (RRFB) SYSTEM
CARMANAH MODEL R920-F EXCLUDING
SIGN PANELS AND FLASHERS
NOT TO SCALE
TYPICAL X-SECTION - SACRAMENTOW
(E) NATIVE
MATERIAL
NOTES:
1.SEE PAVEMENT EVALUATION REPORT FOR EXISTING PAVEMENT CORING INFORMATION.
2.PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BE LIMITED TO 1.5%
MINIMUM, 3% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE ENGINEER.
3.DEPTH OF EXISTING HMA LAYER VARIES FROM 3 TO 8 INCHES.
4.PLACE 13.5" HMA OVERLAY IN FOUR LIFTS. PLACE THE FIRST 11 INCHES IN 3 LIFTS (3/4" AGGREGATE) AND FINAL
LIFT BE 2.5" INCHES THICK (1/2" AGGREGATE).
5.CONTRACTOR TO PAVE UP TO GUTTER LIP OR EDGE OF EXISTING PAVEMENT.
6.HMA AGGREGATE SIZE MUST COMPLY WITH SECTION 39-3.01.
7.APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS
(SEE NOTE 2)
(E) AGGREGATE BASE
VARIES FROM 0" TO 13"
℄
REMOVE 13.5" MIN. OF EXISTING MATERIAL
(AC, BASE, DIRT) TO ACCOMPLISH 1.5% TO 3%
CROSS SLOPE. REPLACE WITH 13.5" OF HMA
(SEE NOTE 4)
(E) CURB AND GUTTER OR
EDGE OF PAVEMENT, TYP.
(SEE NOTE 5)
(SEE NOTE 2)
WIDTH VARIES
(SEE PLAN)
NOT TO SCALE
TYPICAL X-SECTION - TANK FARMY
NOTES:
1.SEE PAVEMENT EVALUATION REPORT FOR EXISTING PAVEMENT CORING INFORMATION.
2.PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BE LIMITED TO 1.5% MINIMUM, 3% MAXIMUM,
UNLESS OTHERWISE APPROVED BY THE ENGINEER.
3.DEPTH OF EXISTING HMA LAYER VARIES FROM 3 TO 6 INCHES
4.PLACE 8.5" HMA IN THREE LIFTS. PLACE THE FIRST 6 INCHES IN 2 LIFTS (3/4" AGGREGATE) AND FINAL LIFT BE 2.5" INCHES THICK (1/2"
AGGREGATE)
5.CONTRACTOR TO PAVE UP TO GUTTER LIP OR EDGE OF EXISTING PAVEMENT.
6.HMA AGGREGATE SIZE MUST COMPLY WITH SECTION 39-3.01.
7.APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS
8.VERIFY LOCATIONS OF ALL EXISTING UNDERGROUND FACILITIES PRIOR TO FULL DEPTH RECLAMATION. CONTRACTOR SHALL BEAR THE
COST OF REPAIRING DAMAGE TO EXISTING FACILITIES.
9.CONTRACTOR MUST POTHOLE EXISTING UTILITY FACILITIES AS THE FIRST ORDER OF WORK. SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS WHERE SHALLOW UTILITIES AND STRUCTURES ARE ENCOUNTERED.
10.CONTRACTOR MUST ASSIGN A CERTIFIED ARBORIST TO MONITOR THE TREE HEALTH AND PROTECTION THROUGHOUT ALL PULVERIZATION
AND EXCAVATION ACTIVITIES.
(SEE NOTE 2)
℄SEQUENCE 3
PLACE 8-1/2" HMA
SEE NOTE 4
(E) CURB AND GUTTER OR
EDGE OF PAVEMENT, TYP.
(SEE NOTE 5)
(SEE NOTE 2)
WIDTH VARIES
(SEE PLAN)
16"
16"
SEQUENCE 1 - PRE-PULVERIZE EXISTING HMA,
BASE, AND NATIVE MATERIAL TO A DEPTH OF 16".
TRIM AND DISPOSE OF PULVERIZED MATERIAL
TO A DEPTH OF 8-1/2".
SEQUENCE 2 - PULVERIZE AND CEMENT/LIME
TREATMENT PER APPROVED MIX DESIGN TO
A DEPTH OF 16". RE-GRADE ROADWAY
SURFACE TO 1.5-3% CROSS SLOPE.
NOT TO SCALE
TYPICAL X-SECTION - ORCUTTZ
GRIND AND REMOVE (E) HMA DIKE.
INSTALL NEW TYPE A HMA DIKE
PER CALTRANS STANDARD A87B.
TYPICAL BOTH SIDES.
NOTES:
1.SEE PAVEMENT EVALUATION REPORT FOR EXISTING PAVEMENT CORING INFORMATION.
2.PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BE LIMITED
TO 1.5% MINIMUM, 3% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE ENGINEER.
3.DEPTH OF EXISTING HMA LAYER VARIES FROM 5 TO 6 INCHES.
4.PLACE 8.5" HMA OVERLAY IN THREE LIFTS. PLACE THE FIRST 6 INCHES IN 2 LIFTS (3/4" AGGREGATE)
AND FINAL LIFT BE 2.5" INCHES THICK (1/2" AGGREGATE)
5.CONTRACTOR TO PAVE UP TO HMA DIKE OR EDGE OF EXISTING PAVEMENT.
6.HMA AGGREGATE SIZE MUST COMPLY WITH SECTION 39-3.01.
7.APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS
(SEE NOTE 2)
(E) TREATED BASE LAYER
VARIES FROM 8" TO 15"
℄REMOVE 8.5" MIN. OF EXISTING MATERIAL
(AC, BASE, DIRT) TO ACCOMPLISH
1.5% TO 3% CROSS SLOPE. REPLACE
WITH 8.5" OF HMA (SEE NOTE 4)
(SEE NOTE 2)
WIDTH VARIES
(SEE PLAN)
NOT TO SCALE
TYPICAL X-SECTION - CALLE JOAQUINX
NOTES:
1.SEE PAVEMENT EVALUATION REPORT FOR EXISTING PAVEMENT CORING INFORMATION.
2.PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BE LIMITED
TO 1.5% MINIMUM, 3% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE ENGINEER.
3.DEPTH OF EXISTING HMA LAYER VARIES FROM 5 TO 6 INCHES.
4.PLACE 6 INCHES OF NEW HMA IN TWO LIFTS. THE INITIAL LIFT MUST BE 4 INCHES THICK (3/4"
AGGREGATE) AND FINAL LIFT MUST BE 2 INCHES THICK (1/2" AGGREGATE).
5.CONTRACTOR TO PAVE UP TO GUTTER LIP OR EDGE OF EXISTING PAVEMENT.
6.HMA AGGREGATE SIZE MUST COMPLY WITH SECTION 39-3.01.
7.APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS
(SEE NOTE 2)
(E) AGGREGATE BASE
VARIES FROM 7" TO 10"
℄REMOVE 6" MIN. OF EXISTING MATERIAL
(AC, BASE, DIRT) TO ACCOMPLISH 1.5% TO
3% CROSS SLOPE. REPLACE WITH 6" OF
HMA (SEE NOTE 4)
(E) CURB AND GUTTER OR
EDGE OF PAVEMENT, TYP.
(SEE NOTE 5)
(SEE NOTE 2)
WIDTH VARIES
(SEE PLAN)
HAI-L O N G Q . N
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No. C 84733
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GISTER E D P R O F ESSION
A
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C I V I L
352
2000616
JUNE 2025
AS NOTED
BN
WBH
KH
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20
2
5
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P
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REVISION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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CITY SPECIFICATION NO.
DE
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CCO
166.39
SW J/CC
166.56
BW J166.34
SD BX AP
166.35
SD BX AP
166.36
SW J
166.49
BW J EC
166.32
SDMH
166.34
UMSD
PBC
166.30
TC
165.82
FL
165.93
LIP
166.17
AC
166.37
AC
166.19
BIKE
166.30
TC EC
165.84
FL
165.79
FL@INLET
165.79
FL@INLET
165.98
LIP166.39
AC
166.34
TC
165.96
FL166.09
LIP
166.30
AC
166.44
STR
166.23
CB/GB
166.50
TX BC
166.09
FL
166.16
LIP166.23
GB
166.14
GB
166.50
CB
166.60
RMP
166.73
RMP
166.79
RMP
166.93
RMP
166.95
RMP
166.94
PBTS
166.79
TX BC
166.37
FL
166.45
LIP166.51
GB
166.48
GB1
166.23
GB1
166.22
GB1
166.31
GB1
166.30
GB
166.23
LIP
166.16
FL
166.21
BX
166.24
BX/FL
166.21
FL
166.32
LIP
166.37
GB166.35
GB1
166.18
GB1
166.41
PBTS
166.55
SIG
166.78
TOP PLATE
166.78
TOP PLATE
166.79
TOP PLATE
166.54
FS
166.60
FS
166.58
FS
166.57
BW
166.62
FD N/T LS5702
166.66
BW
166.80
BW
166.38
UTIL CAB AP
166.38
UTIL CAB AP
166.36
UTIL CAB AP
166.35
UTIL CAB AP
166.33
UTIL CAB AP
166.47
UME
166.40
UME
166.93
UME
166.98
UME
166.97
SIG
166.54
MAT
166.48
MAT
166.43
CB AP
166.48
CB
166.60
CB
166.34
LIP166.39
GB166.37
GB1
166.36
AC
166.46
AC
166.53
AC
166.54
CB
166.68
CB
166.78
STR
166.54
CB
167.25
SDMH
167.24
SD BX AP
167.33
SD BX AP
167.50
18" UTIL CAB
167.50
CC1
167.47
CC1
167.48
CC1
167.48
CC1
167.25
CC2
167.26
CC2
167.17
CC2167.19
TC
167.08
TC BC166.36
FL
166.36
FL@INLET
166.44
FL@INLET
166.57
LIP
166.64
AC
166.76
AC
166.87
TC166.38
FL
166.51
LIP BC
166.50
LIP POC
166.52
LIP EC
166.53
LIP BC
166.85
TC
166.43
FL
166.55
AC
166.60
R ARROW TIP
166.72
AC
166.83
AC
166.69
LIP
166.77
AC
166.86
AC
166.94
AC
166.55
FL
167.19
TC J
166.98
FH
167.68
15" TREE
167.83
BW S GB
167.84
SW S GB
167.54
SW S PCC
167.43
BW S
167.15
BW S PRC
167.16
BW CRACK
167.37
SW CRACK
167.23
SW S
167.24
SW
167.40
NG
168.12
MON SGN BASE AP
168.14
MON SGN BASE AP
168.02
MON SGN BASE AP
168.02
MON SGN BASE AP
166.67
NG
166.64
GB
166.69
GB
166.99
GB
167.02
NG
167.49
TOP 39"DIA METAL UTIL LID167.26
NG
166.99
BW
166.87
SGN 4
167.22
TOP BASE
167.65
NG
167.69
NG
166.62
LIP
167.05
FS
166.99
FS
166.83
TC EC166.39
FL
166.50
LIP
166.44
TC EC166.11
FL
166.18
LIP166.27
GB166.28
GB1
166.39
AC
166.53
AC
TANK FARM RD
BR
O
A
D
S
T
3
9
10
2
9
10
11
10.2
'
6.
0
'
9
.
1
'
5
.
0
'
7
7
R=5.4'
4.2
'
4.2'
0.5%
1.0
%
1
.
0
%
2
.
2
%
2
.
2
%
2.
2
%
1.9%1.0%
5.0%
1.5%
4
.
5
%
7.5
%
1.
3
%
1.5%
1
.
5
%
0.
2
%
6.2%
5.6%
2.5 %
2.
5
%
2.0%
1
.
5
%
5.0
%
2.7%
166.49 FS
166.35 TC
165.93 FL
166.47 TC
166.13 FL
166.57 FS
167.13 TC
166.63 FS
167.26 TC
166.76 FS
166.54 TC/FS
1.
3
%
166.30 TC
165.84 FL
166.24 FL
166.35 FL 166.80 TC
166.41 HP/FL
167.08 TC
166.36 FL
167.53 FS
167.47 TC/FS
167.83 FS
167.84 FS
167.24 FS
166.70 FS
1.
2
%
6.2%
1.5
%
2.0
%
1.
2
%
4 .6 %
167.34 FS
5.9'
11.2'
8.
2
'
4.
1
'
13.0'2.0'
4.
3
'
5.5'
6.
5
'
2.
0
'
8
.
2
'
3.
8
'
4.3'
6.5'
7
.
1
'
1
0
.
8
'
R=29'
27
29
168.67
TC J
168.11
FL
168.21
LIP
168.31
AC
168.31
STR
168.33
AC168.30
AC
168.26
AC
168.27
AC
168.18
LIP
168.09
FL168.65
TC
168.61
TC J
168.04
FL
168.17
LIP
168.24
AC
168.24
AC
168.25
AC168.17
AC
168.14
AC
168.13
AC
168.19
AC
168.20
AC
168.19
AC
168.06
LIP
167.95
FL168.53
TC
168.50
TC EC J
167.91
FL
168.02
LIP
167.96
LIP
167.92
LIP
167.89
LIP
168.02
AC
168.08
AC
168.16
AC
168.10
AC
168.09
AC
167.99
STR
167.88
LIP
167.84
LIP
167.79
FL1
167.84
FL2/FL1
167.87
FL1
167.88
FL1
167.92
FL1
167.95
FL168.52
TC
168.51
TC J
167.98
FL
168.06
FL
168.53
TC TX J168.51
SW BC
167.97
FL2
167.89
FL2
167.88
LIP167.84
2" BRASS TAG STMPD "G"
168.03
AC
167.90
AC
168.28
AC
168.37
AC 168.41
AC
168.38
LIP
168.28
LIP
168.27
AC168.21
AC
168.06
AC
168.06
AC
168.01
LIP
168.16
LIP
168.09
FL
168.13
TC J
168.11
BX
168.07
FL 168.44
MAT
168.69
MAT
168.77
BW GB
168.75
NG
168.79
MON SGN
168.59
MON SGN
168.55
TC J
168.11
FL
168.29
FL
168.73
TC
168.74
TC
168.31
FL
168.36
FL
168.78
TC TX
168.36
TC
168.19
TC/FL
168.23
LIP/FL
168.26
BW
168.19
TC/FL BC
168.06
FL
168.09
TC
168.63
GB JNT X
168.52
SW EC J
168.49
SW
168.63
NG
168.54
WM
168.55
WM
168.65
SW
168.78
SW J
169.02
JNT X
168.82
JNT
168.88
BW
169.04
BW J
169.06
BW J
169.17
14" TREE
168.99
1.5" BFP
168.72
NG
169.18
BW/CC
169.33
CC
169.36
CC1
169.24
BW/CC1
169.24
BW
169.18
JNT
168.93
SW
168.87
NG
169.03
JNT X
168.82
SW J
168.97
SW J
169.17
JNT X
169.24
BW J
169.17
BW J
169.14
JNT X
169.01
SW BC J
168.87
8" TREE
168.86
NG
169.14
BW BC
169.31
NG
169.23
PBTV
169.14
PBT
169.25
NG
TANK FARM RD
711 TANK FARM
10
.
0
'
12.1'
6.
1
'
1.0 %
1 .3 %
0.4%
1.
5
%
2.
0
%
0.2%
3.
5
%
3.0%
1.
2
%
1.2%
1.
0
%
1.5%
6.9%
5.5%
2.
4
%
4.
2
%
168.07 FL
168.57 TC
168.17 FL
168.67 TC
168.78 TC
168.36 FL
168.95 TC/FS
169.03 FS
169.24 FS169.18 FS
168.93 FS
168.92 FS
168.86 TC/FS
168.50 TC
167.91 FL
167.84 FL
9.
0
'
2.8'
5.8'
5.0'
11.4'
10.0'
14.4'
2.0'
1.
5
'
1.6'
R=15'
3.6'13.9'
29 27
172.13
NG
171.54
BW J
171.44
JNT
171.33
SW J171.06
SW170.84
SW J
171.02
JNT X
171.20
JNT
171.36
BW
171.85
NG
171.15
BW J/CFFS
171.71
NG
170.63
LIP
170.59
AC
170.54
AC
170.22
AC
170.28
AC
170.78
LIP BGN
170.63
FL
171.18
TC BC
171.41
NG
172.20
NG 170.90
AC 171.05
AC
170.67
AC
170.56
AC
170.35
SSCO
170.48
LIP
170.14
FL
170.66
TC170.85
NG
171.88
NG
171.03
NG
170.38
NG
170.17
TC
169.63
FL
170.11
LIP 170.15
AC 170.20
AC
170.18
STOP
169.86
SB
169.82
LIP
169.66
LIP
169.55
LIP
169.82
LIP 169.86
AC
169.70
AC
169.84
AC 169.94
AC
170.16
AC 170.32
AC
170.10
AC
169.96
LIP
170.10
LIP
169.98
FL1/FL2
169.96
FL1
170.09
LIP
170.13
SC
170.19
AC
170.25
AC
169.92
LIP
169.97
SC
170.03
AC
170.09
AC
169.68
FL1
169.81
LIP
169.84
SC
169.94
AC
169.99
AC
169.40
FL1
169.56
LIP
169.58
SC
169.64
AC
169.69
AC
169.88
AC
169.84
AC
169.77
SC
169.75
LIP
169.71
LIP
169.54
FL1
171.02
AC
171.10
AC
171.13
LIP
170.37
LIP
170.30
FL2
170.09
FL2
170.18
FS
170.35
FS
170.26
FS
170.13
FL1
170.28
LIP
170.32
SC
170.36
AC
170.44
AC
170.58
AC
170.51
AC
170.46
SC
170.42
LIP J
170.26
FL1
170.33
FL
170.79
TC EC J
170.79
TC BC
170.79
TC PRC
170.43
FL
170.41
FL RMP J
170.36
FL
170.59
FL
170.87
TC
170.98
TC
170.38
RMP JNT
170.41
RMP JNT T
170.36
GB
170.32
GB
170.33
GB
170.47
GB
171.04
TC BC
170.51
FL
171.03
TC170.47
FL RMP J
171.10
TC
170.57
FL
170.56
FL2
171.00
FL2
171.03
FL
171.48
TC
171.28
TC
170.80
FL
171.85
TC EC
171.39
FL
171.50
LIP END
171.55
AC
171.54
AC
171.34
NG
171.61
NG
171.05
TC
170.84
FL170.59
FL
171.06
TC
171.41
NG
171.69
NG
172.40
NG
172.90
NG
171.54
FL
171.34
FL
171.73
TC
171.93
NG
171.36
AC 171.42
AC
170.89
FL
169.99
SGN
170.01
TC
169.46
FL
169.68
FS
169.59
FS
169.37
FS
169.24
FS
169.36
FS
169.91
TC EC
169.43
FL
169.43
FL RMP J169.41
GB
169.30
GB
169.32
RMP J T
169.21
RMP J
169.17
GB
169.10
GB
169.24
RMP J
169.30
FL
169.62
TC PRC
169.60
TC EC169.11
FL169.07
FL
169.56
TC J
169.05
FL1
169.23
LIP J
169.29
SC
169.36
AC
169.37
AC
169.22
FL1
169.38
LIP
169.42
SC
169.43
AC
169.47
AC
169.28
AC
169.24
AC
169.20
SC
169.11
LIP
168.92
FL1
168.93
FL
169.52
TC
169.50
TC BC169.02
FL
169.56
CFFS TR
169.63
TC BC
169.40
FL
169.78
TR J
169.94
BW TR J
170.31
NG
169.77
CFFS/BW EC
170.33
NG
170.34
NG
169.48
FL
169.79
TC
169.84
TC169.41
FL169.74
FL
169.78
TC AP
169.67
JNT
169.43
JNT
169.27
GB1
169.30
GB1
169.82
JNT
169.61
SW
170.00
BW
170.42
NG
170.07
BW J
169.91
JNT X
169.67
SW J
171.65
NG
170.26
BW J GB
170.16
JNT X GB
169.95
SW J GB
169.73
FH
169.81
SW
170.00
JNT
170.14
BW
170.54
NG
169.07
AC
168.97
AC
169.00
SC
168.88
LIP
168.72
FL
169.31
TC J
169.42
TC EC J168.87
FL
169.00
LIP
169.11
AC
169.11
SC
169.18
AC
169.06
LIP
168.90
FL
169.49
TC
171.06
TC BC J170.50
FL
170.60
LIP
170.64
AC
170.67
SC
170.79
AC
170.97
TC170.44
FL
170.40
FL1 170.46
FL1
170.33
FL1
170.51
LIP
170.56
SC
170.64
AC
170.38
FL
170.87
TC
170.70
JNT
171.14
171.33
CC BC
R=20'
R=20'
TANK FARM RD
MA
R
I
G
O
L
D
C
E
N
T
E
R
MA
I
N
D
R
I
V
E
W
A
Y
10.5'
12.
0
'
12.4'
6.
5
'
7
.
5
'
1
2
.
3
'
11.9'
10.1'
10.0'11.9'
3
1.7%
1.7%
4.
7
%
4.
7
%
1
.
0
%
0.8%
5
.
4
%
5.2%
1.
5
%
4.1%
2.
4
%
4.1%
4.1%
5.0%
2.6%
1.
5
%
1.6%1.6%
0.5%
1.
7
%
1.2 %
4 .9 %
5.6%
3.
5
%
0.4%
1.0%
1.
5
%
1.
5
%
0.4%3.3%
0.4%3.5%
0.3%
1.
7
%
170.26 FS 170.21 FS 170.17 TC/FS
169.84 FS
169.81 FL
170.31 TC
169.67 FL
170.17 TC
170.04 TC/FS170.08 FS169.95 FS
169.49 TC
168.90 FL
169.57 TC
169.07 FL
169.37 FL
171.18 TC
170.63 FL 171.85 TC
171.39 FL
170.68 TC
170.18 FL
170.25 TC
171.46 TC
170.96 FL
170.55 FL
171.05 TC
170.42 FL
170.92 TC
170.83 TC
170.33 FL
171.06 TC
170.50 FL
170.95 TC/FS
171.09 TC/FS
170.59 FS
171.09 TC
171.31 FS 171.54 FS
171.18 FS 171.33 FS
169.99 FL
10
.
9
'
9.
2
'
7.3'10.0'5.5'5.5'
2.0'
2.0'
10.0'
1.
7
'
1.7'
1.7'
1.
7
'
27
7.2'14.0'10.5'7.9'14.0'10.1'
4.
1
%
7.2'
8.
8
'
4.
6
%
8
.
8
'
29 29
CONSTRUCTION NOTES (SHEETS C1 - C7)
REPLACE (E) 3" SDIEWALK UNDERAIN PER ENG. STD. 3415
RESET BENCHMARK PER SECTION 5-1.26
REMOVE EXISTING AND INSTALL SIGNS PER PAVING PLANS
PROTECT (E) SIGN
INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEAREANCE BETWEEN
UNDERSIDE OF FLANGE AN SIDEWALK PER ENG. STD. 6310
PROTECT (E) POWER POLE
PROTECT (E) CATCH BASIN
REMOVE (E) SIGN AND POST
ADJUST UTILITY BOX TO FINISH SURFACE
ADJUST TRAFFIC SIGNAL TO FINISH SURFACE
PROTECT (E) TRAFFIC SIGNAL CABINET
INSTALL DETECTABLE WARNING SURFACE PER ENG. STD. 4440 (SIZE AS INDICATED)
REMOVE (E) R1-1 "STOP SIGN"
INSTALL (N) R1-1 "STOP SIGN" AND SIGNAGE PER PAVING PLANS
PROTECT (E) GAS MARKER
(N) R2-1(25) ON (N) PUNCH POST PER ENG. STD. 7210
(N) STREET NAME SIGNS ON (N) PUNCH POST PER ENG. STD. 7210 & 7250
PROTECT (E) STREET LIGHT
2" PVC (SCH 40) ELECTRICAL CONDUIT. 36" MINIMUM BELOW GROUND SURFACE
(N) STREET LIGHT PER ENG. STD. 7910 (TYPE 2)
REMOVE (E) BARRICADE
REPLACE WATER METER BOX PER ENG. STD. 6210
REMOVE AND REPLACE INTERFERING PORTIONS OF EXISTING GUARDRAIL
INTERCEPT (E) STREET LIGHT CONDUIT & CONDUCTORS, TIE IN TO NEW STREET LIGHT
PULL BOX, AND WIRE (N) STREETLIGHT INTO (E) CIRCUIT PER ENG. STD. 7910.
ADJUST WATER VALVE TO FINISH SURFACE PER ENG. STD. 6040
PROTECT (E) WATER SAMPLING STATION
(N) STRIPING AND MARKINGS PER PAVING PLANS
(N) RRFB PER PAVING PLANS
PAVEMENT RESTORATION PER PAVING PLANS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
LEGEND
TRUNCATED DOMES
(N) CONCRETE
10" FULL DEPTH AC REPLACEMENT PER ENG STD. 4110
6" FULL DEPTH AC REPLACEMENT
PER ENG STD. 4110
C1
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
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
HN
LS
BN
JUNE 2025
2000616
35
APPROVED: JUNE 16, 2025
C I V I L
R
EGISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
S
T
ATE OF CA L I F O R N IA
No. C 84733
HAI-L O N G Q. NG
U
Y
E
N
HN
1" = 5'
0
SCALE IN FEET
5 10
N
TA
N
K
F
A
R
M
R
O
A
D
CU
R
B
R
A
M
P
I
M
P
R
O
V
E
M
E
N
T
S
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.
3.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.
4.RELOCATE INTERFERING PORTION OF IRRIGATION TO THE BACK OF WALK.
5.CONTRACTOR MUST RESTORE SURROUNDING LANDSCAPING AND IMPORT SOIL AS FILL TO
MATCH NEW GRADES.
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.CONTRACTOR MUST COORDINATE WITH UTILITY COMPANIES TO ADJUST UTILITY
BOXES/COVERS TO FINISHED SURFACE.
9.ALL TRAFFIC SIGNAL BOXES AND WATER METER BOXES WITHIN THE LIMITS OF WORK MUST BE
REPLACED AND ADJUSTED TO FINISHED SURFACE.
0
SCALE IN FEET
5 10
N
0
SCALE IN FEET
5 10
N
BASIS OF COORDINATES:
COORDINATES FOR THIS PROJECT ARE CALIFORNIA COORDINATE SYSTEM NAD83, CALIFORNIA ZONE 5,
US SURVEY FEET, AS DETERMINED BY GPS OBSERVATIONS ON POINT 8102 AS SHOWN ON THE CITY OF
SAN LUIS OBISPO "HORIZONTAL CONTROL NETWORK" (JULY 2007).
BENCHMARK:
THE ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY MEASUREMENTS ON POINT 53 AS
SHOWN ON THE CITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM" (2020) HAVING A PUBLISHED
ELEVATION OF 134.37'.
174.30
174.17
NG
174.38
BW J
174.48
BW LIFTED
174.16
SW J 174.12
SW
174.14
SW J
174.24
SW S
174.35
CFFS J
174.53
CFFS J
174.58
BW
174.55
BW S
174.56
BW J
174.54
BW S
174.28
NG 174.55
NG
174.32
SW 174.46
TC BC
174.00
FL/CFFS
174.10
CFFS
174.24
CFFS
174.48
FL/CFFS
174.92
TC EC
174.94
TC J
174.51
FL174.49
FL
174.78
TC
174.83
NG
175.21
SGN
174.76
LIP J174.71
SB
174.94
SB
175.09
STOP
175.13
LIP174.92
FL
175.33
TC
175.27
NG
175.24
NG 175.87
TC BC
175.35
FL
175.89
TC
175.47
LIP BGN
175.43
AC
175.43
AC 175.37
AC
175.10
AC
175.08
AC
174.78
AC
175.55
AC
175.62
FL
176.06
TC
175.54
AC 175.52
AC 175.54
LIP
175.44
FL
175.89
TC
176.34
NG
176.76
NG175.71
TC EC
175.27
FL
175.38
LIP
175.31
LIP
175.36
AC175.36
AC
175.15
AC
175.17
AC
175.20
LIP
175.04
FL
175.41
LIP175.02
FL1
175.05
FL1
174.91
FL1
175.06
LIP J
175.07
AC
175.03
AC
174.75
AC
174.88
AC
174.98
LIP
174.90
FL1
174.88
FL1
174.85
FL1/FL2
174.81
FL2
174.86
LIP
174.90
LIP J
174.97
AC
175.03
AC174.75
AC
174.70
AC
174.63
LIP
174.59
LIP
174.94
FS
174.55
FL2
174.65
AC174.39
AC
174.64
AC
174.51
LIP
174.29
LIP
174.36
LIP J
174.22
FL2
174.41
AC
174.43
AC
174.16
AC
174.19
AC
174.10
LIP
173.99
FL2
174.13
FL2
174.25
LIP
173.85
FL2
173.98
LIP J
174.01
AC
174.06
AC
173.85
FL J
174.36
TC J
174.19
TC173.70
FL
173.74
FL2
173.86
LIP
173.76
LIP
173.82
AC
173.84
AC173.68
AC
173.64
AC
173.54
LIP J
173.62
LIP J
173.47
FL
174.05
TC EC J
173.97
TC J173.38
FL
173.18
FL
173.78
TC J
173.30
LIP
173.41
AC
173.48
AC
173.44
STR
175.07
LIP
174.97
FL2
175.15
FL2
175.27
LIP J
175.36
AC
175.41
AC175.21
AC
175.13
AC
175.15
FL J
175.59
TC J
175.09
CFFS175.53
TC EC BRKN
175.52
TC
175.54
CFFS
175.73
TC175.27
FL
175.26
FL2
175.43
LIP
175.48
AC
175.55
AC
175.62
LIP
175.49
FL
176.08
TC BC J
175.67
AC
175.76
AC
175.77
BX/FL
175.88
SW EC J176.32
TX J175.73
FL
175.85
LIP
175.77
LIP
175.67
FL
176.25
TC J
175.89
AC
175.95
AC
176.03
SGN
176.22
CC
176.26
CC/SW BC 176.18
SW S
176.03
SW
176.24
JNT T
175.88
SW J/CC
175.98
CC
175.71
SW S
175.60
SW
175.76
BW
175.71
CFFS
176.38
NG
177.56
NG
177.48
NG
176.43
NG
175.67
NG
175.96
NG
177.60
9" TREE
178.55
12" TREE
178.22
NG
177.16
NG
174.88
CFFS/FL
175.30
TC BC
175.31
TC J
174.88
FL J
174.93
CFFS
175.03
CFFS
175.48
TC
175.21
FL
176.04
JNT
175.96
CL 24" BNCH
176.29
CL 24" BNCH
176.16
BW J
176.55
BW J
176.82
NG
178.34
NG
177.05
BW J176.80
BW
176.68
SW176.42
SW AP J176.40
BW AP J
176.39
BW
R=20'
TANK FARM RD
MA
R
I
G
O
L
D
A
L
L
E
Y
DE
L
I
V
E
R
Y
D
R
I
V
E
W
A
Y
13.0'6.3'
5
.
4
'
1
1
.
7
'
14.1
'
13.3'
11.
9
'
6.
5
'
3
2.2%
1.
0
%
2.2%
2.3%
2.
3
%
1
.
0
%
1.0
%
3.
1
%
5.5%
1.
5
%
3.1%
0.
9
%
0.5%
4.3%
6.0%
2.2%
2.3%
5 .2 %
1.2 %
5.5%
0.1%
1.
7
%
1.
5
%
0.1%0.3%0.1%
0.1%4.7%
0.1%
1.
5
%
4.
4
%
175.89 TC
175.35 FL
175.50 TC
175.50 FL
174.55 TC/FS174.55 FS174.54 FS
174.14 FS 174.41 FS 174.42 TC/FS
174.56 FS
174.06 TC
174.54 FL
175.04 TC
174.40 FL
174.90 TC
174.05 TC
173.47 FL
174.20 TC
173.70 FL
174.18 FL
175.71 TC
175.27 FL
175.53 TC
175.03 FL
175.01 FL
175.51 TC
175.13 FL
175.63 TC
175.82 FS 176.16 FS
175.88 FS175.68 FS
176.08 TC
175.49 FL
175.78 TC
175.28 FL
175.04 FL
175.54 TC
174.84 FL
9.
0
'
5.8'5.8'10.0'6.6'
9.9'
9.
9
'
2.0'
2.
2
'
6.2'
9.
0
'
2.0'
10
.
0
'
9.7'
1.
5
'
1.6'
1.8'
R=20'
27
4.
5
%
4.
3
%
RE-INSTALL BUS
STOP BENCH
8.1'14.0'9.9'7.3'14.0'9.7'
29
29
186.61
LIP20
186.57
LIP20 PC
186.57
LIP20
186.61
LIP20
186.67
LIP20
186.76
LIP20
186.86
LIP20
186.95
LIP20
187.01
LIP20
187.03
LIP20
187.02
LIP20 PT
187.13
AC
187.18
AC 187.17
AC
187.10
AC
187.60
TC19187.03
FL33
186.89
FL33 PC LIP20 EL
187.55
TC19 PC
187.48
TC19186.94
FL33
186.92
FL33
187.39
TC19 J
187.29
TC19 TX
186.82
FL33
186.72
FL33
186.83
TC19 BX
186.72
TC19 BX
186.63
FL33
186.59
FL33
187.09
TC19 TX
187.05
TC19
186.59
FL33
186.51
FL33
186.98
TC19
186.91
TC19
186.45
FL33
186.47
FL33 PT
186.90
TC19 PT J
186.97
TC19
186.30
FL33 @DI
187.09
BW17
187.03
SDMH LID
187.02
BW17 PC J
187.03
BW17
187.10
BW17
187.16
BW17 PT J
187.40
BW17
187.49
BW17
187.48
BW17 PC
187.59
BW17 J
187.65
BW17 PT J
187.59
WL4 ST BRIDGE
187.65
WL4 BW17
187.55
ML7 ST SHRUB
187.69
ML7
187.50
ML7
187.40
ML7
187.42
ML7
187.51
ML7
187.49
FNW2 ST
187.40
FNW2
187.16
FNW2
186.98
FNW2
186.98
FNW2
187.07
FNW2186.95
AC
186.71
AC
186.67
AC
186.98
AC
186.99
AC
187.01
AC
187.06
AC
187.13
AC
187.19
AC
187.19
AC
187.20
AC
187.20
AC
187.25
AC
187.25
AC
187.14
AC 187.09
AC
187.26
AC
187.18
AC
187.22
AC
187.17
AC
187.10
AC
187.01
AC
186.86
AC
186.80
AC
186.77
AC
186.76
AC
186.70
AC
186.81
AC
186.88
AC
186.96
AC
187.05
AC
186.94
AC
187.10
AC
186.99
AC
187.29
GB48 ST
187.36
GB48 GB49 ST
186.84
GB49 EL
186.75
GB50 ST
187.23
GB50 EL GB48
187.08
GB48 EL
187.11
STDYS6
187.08
STDYS6
187.07
STDYS6
187.09
STDYS6
187.13
STDYS6
187.15
STDYS6 EL STSP4 ST
187.21
STSP4
187.06
STSP4186.68
STSP4 EL
187.03
FD SLO BM
186.48
LIP21
186.52
LIP21 PC
186.57
LIP21
186.58
LIP21
186.62
LIP21
186.57
LIP21
186.56
LIP21
186.58
LIP21
186.64
LIP21
186.72
LIP21
186.77
LIP21 PT
186.80
LIP21
186.58
FL34
187.04
TC20
186.99
TC20 PC J
186.55
FL34 PC
186.58
FL34
186.97
TC20
186.97
TC20
186.49
FL34
186.48
FL34
186.94
TC20 J
186.92
TC20 TX
186.48
FL34
186.44
FL34
186.49
TC20 BX
186.56
TC20 BX
186.50
FL34
186.50
FL34
187.03
TC20 TX J
187.00
TC20186.40
FL34
186.39
FL34
186.98
TC20
186.97
TC20186.37
FL34186.34
FL34 PT
186.95
TC20 PT
186.91
TC20186.32
FL34
187.37
SW4 187.24
SW4 187.15
SW4 PT PC
187.08
SW4
187.16
SW4 J 187.04
SW4 PT EL GB51 ST
186.92
GB51 GB52 ST
186.58
GB52 EL
186.52
GB53 ST
186.87
GB53 EL GB51
186.93
GB51 EL
187.05
SGN1 STREET
186.99
FH
187.46
BW18 187.35
BW18 187.23
BW18 PT PC
187.19
BW18
187.18
BW18 PT
187.20
BW18
187.10
BW18
187.14
BW18 PC
187.17
BW18
187.15
BW18 PT
187.09
BW18
ML8
187.55
ML8
187.74
ML8 EL
187.67
NG
187.69
NG
187.68
NG
187.85
NG
188.09
ML9 ST SHRUB
187.87
ML9
187.46
ML9
187.23
ML9
187.36
ML9
187.41
ML9
187.69
ML9
187.32
ML11 PC ST SHRUB
187.59
ML11
187.40
ML11
187.19
ML11
187.18
ML11187.14
ML11 PT CLO
186.53
BIKER TOP HELMET
186.62
STF5
186.69
STF5 EL
186.69
AC
186.55
AC 186.64
AC
186.75
AC
186.67
AC
186.81
AC
186.85
AC
186.68
AC
186.69
AC
186.94
AC
186.94
AC
186.69
AC
186.68
AC
187.00
AC
186.77
AC
186.99
AC
187.01
AC
186.80
AC
186.91
AC
187.03
AC
187.05
AC186.90
AC
186.92
AC 187.09
AC
187.08
STOP BTM P
186.98
SGN STOP
187.12
AC
187.21
AC
187.17
AC
187.18
AC
187.22
AC
187.16
AC
187.23
AC
187.17
AC
187.12
AC
187.00
AC 187.14
AC
187.17
AC
187.21
NG
187.20
NG
187.04
NG
HO
L
L
Y
H
O
C
K
W
A
Y
TANK FARM RD
8
13 14
23
9.5'
R=20'R=20'
0.4%
0 .4 %
0 .4 %
0 .4 %
0.4%
0.4%
0.
4
%
7.
5
%
7.
5
%
1.
5
%
1.
5
%
0.7
%
8 .0 %
8.0%
1.5%
1.0 %1.3%
1.
6
%
1
.
5
%
0.7%
0.
1
%
0.2%
0 .3 %
1 .0 %
1.0 %
0.2 %
2.7%
0.
9
%
0
.
9
%
0
.
9
%
0
.
9
%
0.9
%
0.9%
0.9%
2.0%
1.6%
0.
0
%
7.5%
7.5%
1.5%
1.5%
8.0
%
5
.
5
%
0
.
6
%
0.
6
%
2.5%2.5%
1.
7
%
3.7%
3.7
%
0.
6
%
0
.
7
%
0
.
7
%
187.23 FS
187.15 FS
187.14 FS/TC
187.06 FS
186.95 TC
186.34 FL
186.88 TC
186.38 FL
186.92 TC
186.42 FL
186.44 FL
186.46 FL
186.94 TC
186.49 FL
186.98 TC
186.51 FL
187.60 TC
187.10 FS
187.62 TC
187.12 FS
187.13 FS/TC
187.02 FS
187.06 FS
187.15 FS
186.99 TC
186.55 FL 186.90 TC
186.47 FL
187.02 FS
187.09 TC/FS
186.96 TC
186.56 FL
186.99 TC
186.61 FL
187.19 TC
186.76 FL
187.08 FS
187.06 FS
187.39 FS/TC
187.63 TC
187.13 FS
187.66 TC
187.16 FS
187.65 FS
187.55 TC
186.89 FL
187.39 TC
186.83 FL
186.71 FL
186.66 FL
4.5%
4.5%
4.
5
%
4.
5
%
5.9'1.6'
10
.
0
'
6.5'
7.8'
7.
8
'
6.
0
'
1.
7
'
2.
0
'
2.0'
5.9'1.6'
1.
8
'
4.
9
'
10.3'
9.
7
'
9.9'
5
.
9
'
4.
2
'
7.
9
'
8.8'
6.0'
5.0
'
6.0
'
5.
5
'
4.2'
5.4'
8.2'
6.
0
'
5
.
0
'
6
.
0
'
5
.
8
'
0
.
4
%
2.0'
2.
0
'
29
29
27
CONSTRUCTION NOTES (SHEETS C1 - C7)
REPLACE (E) 3" SDIEWALK UNDERAIN PER ENG. STD. 3415
RESET BENCHMARK PER SECTION 5-1.26
REMOVE EXISTING AND INSTALL SIGNS PER PAVING PLANS
PROTECT (E) SIGN
INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEAREANCE BETWEEN
UNDERSIDE OF FLANGE AN SIDEWALK PER ENG. STD. 6310
PROTECT (E) POWER POLE
PROTECT (E) CATCH BASIN
REMOVE (E) SIGN AND POST
ADJUST UTILITY BOX TO FINISH SURFACE
ADJUST TRAFFIC SIGNAL TO FINISH SURFACE
PROTECT (E) TRAFFIC SIGNAL CABINET
INSTALL DETECTABLE WARNING SURFACE PER ENG. STD. 4440 (SIZE AS INDICATED)
REMOVE (E) R1-1 "STOP SIGN"
INSTALL (N) R1-1 "STOP SIGN" AND SIGNAGE PER PAVING PLANS
PROTECT (E) GAS MARKER
(N) R2-1(25) ON (N) PUNCH POST PER ENG. STD. 7210
(N) STREET NAME SIGNS ON (N) PUNCH POST PER ENG. STD. 7210 & 7250
PROTECT (E) STREET LIGHT
2" PVC (SCH 40) ELECTRICAL CONDUIT. 36" MINIMUM BELOW GROUND SURFACE
(N) STREET LIGHT PER ENG. STD. 7910 (TYPE 2)
REMOVE (E) BARRICADE
REPLACE WATER METER BOX PER ENG. STD. 6210
REMOVE AND REPLACE INTERFERING PORTIONS OF EXISTING GUARDRAIL
INTERCEPT (E) STREET LIGHT CONDUIT & CONDUCTORS, TIE IN TO NEW STREET LIGHT
PULL BOX, AND WIRE (N) STREETLIGHT INTO (E) CIRCUIT PER ENG. STD. 7910.
ADJUST WATER VALVE TO FINISH SURFACE PER ENG. STD. 6040
PROTECT (E) WATER SAMPLING STATION
(N) STRIPING AND MARKINGS PER PAVING PLANS
(N) RRFB PER PAVING PLANS
PAVEMENT RESTORATION PER PAVING PLANS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
LEGEND
TRUNCATED DOMES
(N) CONCRETE
10" FULL DEPTH AC REPLACEMENT PER ENG STD. 4110
6" FULL DEPTH AC REPLACEMENT
PER ENG STD. 4110
C2
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
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
HN
LS
BN
JUNE 2025
2000616
35
APPROVED: JUNE 16, 2025
C I V I L
R
EGISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
S
T
ATE OF CA L I F O R N IA
No. C 84733
HAI-L O N G Q. NG
U
Y
E
N
HN
1" = 5'
0
SCALE IN FEET
5 10
N
0
SCALE IN FEET
5 10
N
TA
N
K
F
A
R
M
R
O
A
D
CU
R
B
R
A
M
P
I
M
P
R
O
V
E
M
E
N
T
S
176.44
BW
176.40
BX
176.37
FL
176.37
FL
176.96
TX J
176.49
LIP
176.55
ARROW TIP
176.55
AC
176.91
AC
176.71
LIP
176.59
FL
177.16
TC J
176.82
TOP BIKE
176.37
TC/FL
178.38
NG
177.80
NG178.15
BW J GB
178.02
SW J GB
178.07
SW
178.21
BW
178.20
BW J
178.19
SW J
178.54
18" TREE
178.37
BW
178.34
SW
177.91
12" TREE
178.51
SW PCC J LIFTED
178.46
SW
178.48
BW J 178.46
BW J178.42
CFFS J
178.13
SW J
177.41
CB
177.69
CB AP
177.66
CC AP
177.76
AC
177.99
AC
177.98
CC
178.05
AC
177.87
AC
177.77
CC
177.35
LIP/CC177.33
LIP J
177.45
LIP
177.57
LIP
177.54
CC
177.55
STR
177.35
AC
177.35
LIP
177.16
FL
177.74
TC
177.79
TX177.21
FL
177.05
FL
177.63
TC
177.23
LIP
177.13
LIP
176.97
FL
177.59
TC J177.36
TC EC J176.79
FL
176.95
LIP
177.46
FH
177.34
CC
177.58
CC
177.58
CC
177.45
CC
177.21
AC
177.28
AC
177.60
SW EC
177.80
SGN W/BTN
178.06
SGN
178.04
TX
177.57
FL
177.71
LIP J177.69
CC
177.75
CB
177.88
CC
178.06
CC
178.14
CC
178.17
STR
177.81
RMP/GB
177.75
RMP/GB1
177.42
BX/FL
177.47
BX/FL
177.84
GB
177.92
FL/GB
178.40
TC J
178.38
TC J
177.90
FL/GB1
177.84
GB1 177.76
MAT
177.71
MAT
177.97
JNT X
178.14
FL J
178.42
TC J
178.21
ST SGN
178.26
TC J
178.07
FL J
178.06
JNT X
178.04
JNT T
177.97
WM
178.02
TC J
177.53
FL 177.74
LIP 177.89
AC 178.06
AC
178.24
AC
178.24
AC
178.18
AC178.18
AC
178.02
AC
177.86
AC
177.79
LIP
177.62
FL
178.08
TC
177.97
TC BC
177.50
FL
177.68
LIP
177.86
AC
178.04
AC
178.26
AC
178.25
STOP
178.01
SL
177.92
TC
178.05
TC J LIFTED 177.42
FL
177.51
FL
177.66
LIP
177.80
AC
177.85
AC 178.05
AC
178.31
AC 178.29
AC
178.21
SDMH
178.14
TC
177.40
FL@INLET
178.13
TC
177.48
FL
177.74
LIP178.27
BW AP/CC
177.96
BW BC J
178.08
BW
178.11
BW178.12
CFFS J
177.68
2-EM
177.60
UTIL CAB
177.97
PBE
178.01
18" TREE
177.92
1.5" BFP
178.26
1.5" BFP
178.38
NG
178.25
ICV
178.32
CC
177.77
NG
178.79
FW TW 12" BGN
177.96
AC
178.06
AC178.30
AC
178.26
AC
178.14
AC
178.05
AC
177.99
AC
178.10
AC
178.14
AC
178.15
AC
178.15
CC
178.32
CC
178.40
CC
178.40
CB
178.24
LIP
178.13
FL
178.61
TC J
178.63
BW J
178.85
NG
178.40
PBTV
178.47
VLTE
178.44
VLTE
178.49
VLTE
178.38
BW178.31
TC
177.50
FL@INLET177.87
LIP
177.82
LIP
177.78
FL
178.25
TC EC J
178.32
BW EC J
178.49
BW
178.41
TC
177.91
FL178.06
LIP
178.83
BW
178.97
BW J
179.14
BW J
179.08
JNT END
178.92
JNT END
178.89
RMP
178.97
RMP
179.14
TX J178.53
FL
178.66
LIP
178.71
CB
178.67
CC
178.57
LIP
178.45
LIP
178.29
FL
178.76
TX J
178.36
LIP
178.24
FL
178.71
TC
178.41
FL
178.46
BX
178.53
BX
178.47
FL
178.46
FL
178.50
TC
178.45
CC
178.53
AC
178.60
AC
178.76
AC178.53
AC
178.40
AC
178.28
AC
178.21
CC
178.16
CC
178.15
AC
178.20
AC
178.84
AC
178.91
AC
179.09
AC
178.97
AC
178.88
LIP J
178.76
FL
179.39
TC J
179.35
2" MTL GRD
179.20
2" MTL GRD
179.31
BW
179.42
NG
179.31
NG
179.49
BW J
179.63
BW 179.84
BW BC J
180.10
NG
179.93
BW S
180.02
BW S
180.55
NG
180.10
BW S
180.18
BW S
180.26
BW J
180.75
NG180.63
NG
180.08
TC J179.40
FL
179.36
FL@INLET
179.02
FL@INLET
179.74
TC
179.62
TC BC J179.04
FL
179.17
LIP
179.01
LIP
178.88
FL
179.48
TC
179.61
LIP
179.79
STR
179.75
AC
179.89
179.41
AC
179.44
STR END
179.38
LIP
179.12
FS
179.24
LIP
179.25
AC
179.39
AC
179.17
RE
E
E
R=20'
R=20'
TANK FARM RD
PO
I
N
S
E
T
T
I
A
S
T
R16
.
2
'
9
.
3
'
5
.
2
'
2
0
.
2
'
6.1'
18
19
2021
22
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
24
8
13
14
3
13.7'
5.8
'
6.
9
'
9.7
'
9
.
7
'
4.5%
1.5%
0.
8
%
1.6%
1 .0 %
1 .6 %
1.6 %
1.5%
6.6%
7.5
%
7.1
%
1.5%
1.5
%
1.5
%
1.6%
0 .1 %
6 .9 %
0.
2
%
1.5
%
0.9
%
1.
8
%
2.
2
%
2.5%
2.
7
%
3
.
6
%
1
.
8
%
2.5%
4.5
%
4.5
%
4
.
6
%
7.2%
3.0
%
5.0%
3
.
2
%
1.0%
0.5
%
1.
5
%
1.0%
3
.
2
%
5.3%
1.2%
1
.
5
%
2.2%
2.
6
%
1.
8
%
2.
3
%
178.27 FS
178.14 TC
177.40 FL
178.14 FS
0.9
%
1.5%
178.20 TC/FS
178.48 TC/FS
178.51 FS
177.36 TC
176.79 FL
177.81 TC
177.23 FL
3.6
%
178.28 FS
178.79 TC
178.29 FS
178.76 TC
178.26 FS
178.13 FS
178.20 FS
1.
8
%
0.
2
%
178.05 TC
177.51 FL
178.06 TC
177.62 FL
178.08 TC
177.73 HP/FL
177.95 TC
177.45 FL
178.25 TC
177.78 FL
178.32 TC/FS
179.25 TC
178.75 FS
179.41 TC
178.91 FS
179.84 TC/FS
179.62 TC
179.04 FL/HP
178.50 TC
178.07 FL
179.06 TC
178.78 FL
178.62 FL
178.26 FL
178.70 FS
178.89 FS
4.5%
4.5
%
8.2%
8.2%
177.55 FL
177.62 FL
3
.
6
%
1.5
%
178.16 FS
4.
0
'
12.1'
5.9'1.9'
2.
0
'
1.
7
'
9.8'
6.
2
'
8.1'
5.0'
1.5'5.9'
9.
9
'
1.
5
'
11
.
0
'
2.0'2.0'
10.5'
8.8'
4.5'
4.5
'
8.8
'
7.0
'
6.7
'
6.
0
'
5.
0
'
5.0
'
9
.
5
'
7.1'
4.0'
4
.
0
'
8
.
9
'
178.96 TC
178.61 FS
179.56 TC
179.25 FS
2.
3
%
2.
0
'
28
29
29
27
179.89
AC
179.90
AC
179.90
ARROW TIP
179.81
LIP
179.70
FL180.15
TC J
180.02
TC J
179.54
FL
179.65
LIP
179.69
AC
179.65
AC
179.40
AC
179.44
AC
179.39
STR BGN
179.67
TOP BIKER
179.46
LIP
179.37
FL179.86
TC EC 179.90
SW EC
179.93
SL
179.50
TC J
179.04
FL
179.15
LIP
179.21
AC
179.15
AC
178.95
AC
178.92
AC
178.72
AC
178.68
AC
178.77
LIP/CB
178.66
LIP
178.71
CC
178.56
FL179.04
TX
178.37
BX
178.16
BX
178.21
FL
178.24
TC
178.39
TX
177.86
FL
178.03
LIP
177.90
CC
177.91
CB
177.91
CB
177.86
CC
178.23
CC
178.32
AC
178.37
AC
178.63
AC
178.51
AC
178.41
CC
177.71
LIP 177.58
FL178.06
TC J
177.78
AC
177.81
AC
177.61
LIP 177.45
FL
177.93
TC S
177.80
TC BC
177.36
FL
177.47
LIP
177.57
AC
177.61
AC
177.73
STOP
177.77
TC S
177.33
FL
177.47
LIP
177.93
BW
177.91
BW
177.99
BW
178.19
BW
178.40
BW
178.67
BW
179.04
VEG
178.69
VEG
178.78
VEG
177.97
VEG
178.17
SGN
179.23
SGN
179.10
2" MTL GRD
179.43
2" MTL GRD
179.21
BW
178.63
RMP
178.90
RMP
178.89
BW
179.41
BW
179.64
BW
179.77
BW
179.92
BW
179.65
TC S
179.19
FL
179.30
LIP
179.31
AC
179.26
AC
179.29
TC S
178.80
FL
178.92
LIP
179.95
PBC 179.85
VLTE AP
179.83
VLTE POL
179.82
PBE
179.93
BW
179.83
RSRT
179.93
CC
179.93
CC
179.93
CC/24"X24" UTIL CAB
179.51
VEG
179.80
VEG
179.89
VEG
179.85
VEG
179.86
VEG
179.99
BW 180.07
BW
180.21
BW
180.30
BW LIFTED
180.29
PBT
180.52
BW
180.41
SW
180.18
SW J
179.89
SW J
180.03
SW S
179.88
SW
179.88
SW
177.75
AC 177.80
AC 177.83
AC
177.98
STR
177.96
CC
178.06
CC
178.14
AC
178.19
AC178.02
AC
178.00
AC
177.92
CC
177.87
CC
177.92
AC
177.99
AC
177.87
AC
177.77
AC
R=20'
TANK FARM RD
PO
I
N
S
E
T
T
I
A
S
T
9.
9
'
1.
5
'
9.3'
12.
6
'
9.
5
'
21
3
13
14
4.1%
3.
5
%
6.4%
2 .0 %
4 .1 %
5.0%
1.5%
1.5%
5.0%
2.0
%
7.5
%
1
.
5
%
7 .8 %
0.6%
7.5
%
4.
7
%
2.0
%
5.7%
0.
6
%
1.9%
179.92 TC/FS
179.86 TC
179.37 FL
179.32 TC
178.98 FL
178.59 FL
178.34 FL
178.29 TC
177.73 FL
1.5
%
8.3%
4.5%
2.0%
178.43 FS
179.31 TC
178.81 FS
179.56 TC
179.06 FS
178.99 FS
178.74 FS
179.16 FS
9.1'
12
.
4
'
6.8
'
6.4'1.6'
9.4'
10
.
4
'
8.0'
4.2'
4.9
'
1.1'
177.91 TC/FS
177.80 TC
177.36 FL
2.
0
'
2.0'
28
28
27
29
LEGEND
TRUNCATED DOMES
(N) CONCRETE
10" FULL DEPTH AC REPLACEMENT PER ENG STD. 4110
6" FULL DEPTH AC REPLACEMENT
PER ENG STD. 4110
CONSTRUCTION NOTES (SHEETS C1 - C7)
REPLACE (E) 3" SDIEWALK UNDERAIN PER ENG. STD. 3415
RESET BENCHMARK PER SECTION 5-1.26
REMOVE EXISTING AND INSTALL SIGNS PER PAVING PLANS
PROTECT (E) SIGN
INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEAREANCE BETWEEN
UNDERSIDE OF FLANGE AN SIDEWALK PER ENG. STD. 6310
PROTECT (E) POWER POLE
PROTECT (E) CATCH BASIN
REMOVE (E) SIGN AND POST
ADJUST UTILITY BOX TO FINISH SURFACE
ADJUST TRAFFIC SIGNAL TO FINISH SURFACE
PROTECT (E) TRAFFIC SIGNAL CABINET
INSTALL DETECTABLE WARNING SURFACE PER ENG. STD. 4440 (SIZE AS INDICATED)
REMOVE (E) R1-1 "STOP SIGN"
INSTALL (N) R1-1 "STOP SIGN" AND SIGNAGE PER PAVING PLANS
PROTECT (E) GAS MARKER
(N) R2-1(25) ON (N) PUNCH POST PER ENG. STD. 7210
(N) STREET NAME SIGNS ON (N) PUNCH POST PER ENG. STD. 7210 & 7250
PROTECT (E) STREET LIGHT
2" PVC (SCH 40) ELECTRICAL CONDUIT. 36" MINIMUM BELOW GROUND SURFACE
(N) STREET LIGHT PER ENG. STD. 7910 (TYPE 2)
REMOVE (E) BARRICADE
REPLACE WATER METER BOX PER ENG. STD. 6210
REMOVE AND REPLACE INTERFERING PORTIONS OF EXISTING GUARDRAIL
INTERCEPT (E) STREET LIGHT CONDUIT & CONDUCTORS, TIE IN TO NEW STREET LIGHT
PULL BOX, AND WIRE (N) STREETLIGHT INTO (E) CIRCUIT PER ENG. STD. 7910.
ADJUST WATER VALVE TO FINISH SURFACE PER ENG. STD. 6040
PROTECT (E) WATER SAMPLING STATION
(N) STRIPING AND MARKINGS PER PAVING PLANS
(N) RRFB PER PAVING PLANS
PAVEMENT RESTORATION PER PAVING PLANS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
C3
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
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
HN
LS
BN
JUNE 2025
2000616
35
APPROVED: JUNE 16, 2025
C I V I L
R
EGISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
S
T
ATE OF CA L I F O R N IA
No. C 84733
HAI-L O N G Q. NG
U
Y
E
N
HN
1" = 5'
0
SCALE IN FEET
5 10
N
TA
N
K
F
A
R
M
R
O
A
D
CU
R
B
R
A
M
P
I
M
P
R
O
V
E
M
E
N
T
S
0
SCALE IN FEET
5 10
N
189.38
AC
189.36
AC
189.46
AC
189.50
AC
189.51
AC
189.59
AC
189.60
AC
189.66
AC
189.75
AC
189.71
AC 189.76
AC
189.81
AC
189.82
AC
189.88
AC
189.96
AC
189.89
AC
189.99
AC
190.04
AC
190.06
AC
190.09
AC
190.16
AC
190.14
AC
190.23
AC
190.22
AC
190.27
AC
190.30
AC
190.19
LIP16
190.16
LIP16
190.10
LIP16190.03
LIP16190.00
LIP16189.99
LIP16189.92
LIP16
189.84
LIP16
189.82
LIP16
189.76
LIP16
189.75
LIP16
189.71
LIP16
189.69
LIP16
189.64
LIP16
189.57
LIP16
189.50
LIP16
189.47
LIP16
189.44
LIP16
189.36
LIP16
189.31
LIP16
189.27
LIP16
189.66
BW13
189.74
BW13
189.81
BW13 PC
189.85
BW13
189.89
BW13
189.92
BW13
189.96
BW13
190.01
BW13
190.09
BW13
190.16
BW13
190.21
BW13
190.28
BW13
190.40
BW13 PT
190.55
BW13192.21
NG
191.92
NG
191.98
NG
191.81
NG
191.46
NG
190.74
NG
190.99
NG
190.83
NG
189.60
TC13 J189.13
FL23
189.15
FL23
189.63
TC13
189.71
TC13 PC J189.19
FL23 PC
189.28
FL23
189.76
TC13
189.77
TC13 J189.27
FL23
189.31
FL23
189.79
TC13
189.82
TC13 J189.32
FL23
189.34
FL23
189.84
TC13 TX
189.43
TC13 BX
189.39
FL23
189.42
FL23
189.45
TC13 BX
189.80
TC13
189.49
FL23
189.55
FL23
189.95
TC13 TX
189.98
TC13 J
189.56
FL23
189.65
FL23
190.05
TC13
190.12
TC13 PT J BGN TRNS
189.81
FL23 PT
189.97
FL23
190.03
TC13 EL
190.32
TRC ST
190.43
TRC
190.09
FL23
190.20
LIP17
190.11
LIP17
190.03
LIP17
189.93
LIP17
189.84
LIP17
189.75
LIP17
189.78
LIP17
189.81
LIP17
189.81
LIP17
189.79
LIP17
189.86
LIP17
189.91
LIP17
190.01
LIP17
190.09
LIP17
190.19
LIP17
190.23
LIP17
190.27
AC
190.36
STR1
190.27
AC
190.19
AC190.26
STR1
190.19
AC
190.07
AC
190.13
STR1
190.10
AC
190.01
AC
190.05
STR1189.99
AC
190.00
STOP BTM P
189.88
AC
189.94
STR1
189.91
AC
189.81
AC
189.87
STR1 EL STSP2 ST
189.83
STSP2
189.83
STSP2 EL
189.84
WV
189.77
FS
189.71
FS
189.50
FS
189.35
GB32 PC ST
189.46
GB32
189.54
GB32
189.67
GB32
189.77
GB32
189.77
GB32 PT EL
189.28
FL24 ST
189.34
FL24
189.39
FL24
189.48
FL24
189.57
FL24
189.66
FL24
189.73
FL24
189.70
FL24 FL25 ST 189.81
FL24
189.87
FL24
189.93
FL24 189.94
FL24 EL
189.76
FL25
189.81
FL25
189.87
FL25
189.96
FL25
190.03
FL25
190.04
FL25 EL
189.39
BIKER HELMET /TOP
189.38
STF2
189.47
STF2 EL 190.27
STF3 ST
190.05
FL26
190.53
TC14 J
190.48
TC14189.99
FL26
189.96
FL26 PC
190.42
TC14 PC
190.42
TC14189.94
FL26
189.95
FL26
190.42
TC14 J
190.38
TC14189.89
FL26
189.93
FL26
190.38
TC14 J
190.34
TC14 TX
189.93
FL26
189.94
FL26
190.01
TC14 BX
190.03
TC14 BX
189.99
FL26
190.02
FL26
190.32
TC14 TX
190.35
TC14 J
190.04
FL26
190.05
FL26
190.41
TC14
190.41
TC14 J
190.05
FL26
190.04
FL26
190.41
TC14
190.41
TC14 J BGN TRNS
190.05
FL26
190.10
FL26 PT
190.17
TC14 PT EL
190.43
TRC ST
190.45
TRC
190.18
FL26
190.40
ICV
191.25
FNW1 EL WL3 PC ST
190.69
WL3
190.85
WL3
191.09
WL3 PT
191.85
WL3
191.98
WL3
191.93
WL3
192.05
WL3 EL
190.43
SGN1
190.30
SGN1
190.00
GB33 ST
190.19
GB33 EL FL27 PC ST TC15 PC ST
189.78
FL27 GB34 ST
189.49
GB34 EL
189.73
FL27
190.09
TC15
190.06
TC15
190.01
TC15
189.78
FL27 GB35 ST
189.48
GB35 EL
189.96
TC15 PT EL FL27 PT EL GB36 ST
189.86
GB36 EL
190.07
SGN1 STREET
190.24
SGN1 STOP
190.00
FS
189.97
FS
189.87
FS
189.92
FS
190.60
TC16 PC ST FL28 PC ST GB37 ST
190.35
GB37 EL
190.06
GB38 ST
190.33
GB38 EL FL28
190.58
TC16
190.54
TC16190.28
FL28
190.29
FL28 GB39 ST
190.04
GB39 EL
190.52
TC16
190.51
TC16 PT EL FL28 PT EL GB40 ST
190.38
GB40 EL
190.44
VLTE4 ST
190.46
VLTE4
190.52
VLTE4190.50
VLTE4 CLO
190.47
BW14 ST 190.60
BW14 PC
190.63
BW14
190.66
BW14
190.65
BW14
190.60
BW14
190.58
BW14
190.55
BW14
190.50
BW14
190.50
BW14
190.51
BW14
190.53
BW14 PT CC4 ST
190.61
CC4
190.71
CC4
190.61
CC4 EL BW14
190.64
BW14
190.64
CC5 ST BW14
190.62
CC5
190.70
CC5
190.67
CC5 EL BW14
190.70
BW14
191.29
NG
191.42
NG
190.78
NG190.52
NG
190.57
VLTU3 ST
190.53
VLTU3
190.56
VLTU3 RECT
190.90
ML1 ST BRUSH
190.56
ML1
190.58
ML1
190.61
ML1
190.82
ML1
191.39
ML1
191.90
ML1 CLO
190.68
EM
190.66
FH
190.35
PBTV190.50
PBE
190.48
PBE
189.95
AC
189.88
AC
189.44
AC
189.53
AC
189.75
AC
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
R=20'
R=20'
TANK FARM RD
SU
N
R
O
S
E
L
N
4.0'
8.
6
'
4.0
'
18.9'
1.9'
2.4'
7
.
1
'
5
.
0
'
5
.
0
'
5.
0
'
9.0'
1
6
.
9
'
6.
4
'
20
(E) STREET
LIGHT CONDUIT
8
13
14
4
4
24
1.0%
1.5%
1.5%
3.4
%
1.
7
%
1.8%
3.
4
%
1
.
5
%
2.
5
%
0.7%
0.
7
%
7.5%
7.5%
1.5%
1.5%
1.3
%
1.3%
1.
3
%
1.1%
1
.
5
%
1.
5
%
5.
0
%
1
.
5
%
1.5%
3.4
%
189.81 TC/FS
190.40 TC/FS
1.5%
1 .5 %
1.3%
8.0 %
2.0%
0.8%
0.8%0.2%
0
.
2
%
0.8%
7.0
%
1
.
0
%
2.
1
%
1.
0
%
7
.
5
%
190.55 TC
190.05 FS
0.9%
190.36 TC
189.86 FS
190.15 TC
189.65 FS
189.71 TC
189.19 FL
189.63 TC
189.29 FL
1.0%7.0%
189.35 FL
189.63 FL
189.95 TC
189.69 FL
190.13 TC
189.82 FL
2.
0
%
189.59 FS
189.80 FS
189.97 FL
190.32 TC
190.22 TC
189.90 FL
1.
6
%
190.10 FL
190.47 TC
190.60 TC/FS
190.77 TC
190.44 FS
190.84 TC
190.34 FS
190.84 TC
190.34 FS
0
.
3
%
0
.
2
%
190.27 FS
190.28 FS
190.42 TC
189.96 FL
190.57 FS
190.43 TC/FS
190.33 TC
189.87 FL
190.25 TC
189.89 FL
190.29 TC
189.90 FL
189.90 FL
189.91 HP/FL
190.42 TC
189.99 FL
190.36 TC
189.88 FL
2.9%
5.
9
'
1.
7
'
4.1'
2.3'
8.
1
'
13.8'
5.
0
'
4.
6
'
8.0'4.0'
4.
9
'
4.
9
'
10.0'
1.8'
5.0'
4.2'
5.
0
'
7.0'
5
.
0
'
11.0'
5.
6
'
5.
9
'
1.
6
'
5.2
'
10
.
2
'
4
.
2
'
4
.
2
'
8.0'
189.74 FL189.57 FL
8.0'14.0'12.0'7.5'14.0'11.0'
28
29 29
2927
25
190.30
STF4 EL
190.26
AC
190.31
AC
190.20
AC
190.08
AC189.97
AC189.84
AC
189.79
AC
189.70
AC
189.63
AC
189.59
AC
189.57
AC
189.54
AC
189.48
AC
189.43
AC
189.48
AC
189.52
AC
189.56
AC
189.60
AC
189.60
AC
189.64
AC
189.69
AC
189.75
AC
189.80
AC
189.87
AC 189.93
AC 190.01
AC 190.14
AC
190.24
LIP18
190.18
LIP18
190.10
LIP18
190.05
LIP18
189.92
LIP18
189.83
LIP18
189.77
LIP18
189.77
LIP18
189.75
LIP18
189.74
LIP18
189.69
LIP18
189.67
LIP18
189.60
LIP18
189.57
LIP18
189.53
LIP18
189.52
LIP18
189.51
LIP18189.46
LIP18189.46
LIP18189.42
LIP18189.41
LIP18189.39
LIP18
189.34
LIP18
189.30
FL29 ST
189.34
FL29
189.37
FL29 189.39
FL29
189.42
FL29
189.47
FL29
189.46
FL29
189.46
FL29 189.49
FL29
189.55
FL29
189.54
FL29
189.57
FL29
189.59
FL29
189.63
FL29
189.62
FL29 FL30 ST
189.63
FL29 189.64
FL29
189.74
FL29
189.89
FL29
189.99
FL29 EL
189.65
FL30
189.70
FL30
189.71
FL30
189.74
FL30
189.79
FL30
189.84
FL30 EL
189.96
LIP19
189.97
LIP19
189.95
LIP19
189.92
LIP19
189.87
LIP19
189.84
LIP19
189.83
LIP19
189.79
LIP19
189.77
LIP19
189.75
LIP19
189.73
LIP19
189.70
LIP19
189.69
LIP19
189.65
LIP19
189.63
LIP19
189.60
LIP19
189.53
LIP19
189.56
LIP19
189.56
LIP19
189.57
LIP19
189.62
LIP19
189.62
LIP19
189.67
LIP19
189.72
LIP19 190.07
AC
190.05
AC
190.03
AC
189.97
AC
189.94
AC
189.90
AC
189.87
AC
189.86
AC
189.81
AC
189.70
AC189.73
AC
189.63
AC
189.60
AC
189.63
AC
189.66
AC
189.70
AC
189.75
AC
189.79
AC
189.81
AC
190.11
STDYS5
190.05
STDYS5
189.98
STDYS5
189.93
STDYS5
189.88
STDYS5
189.80
STDYS5 EL STSP3 ST
189.85
STSP3
189.83
STSP3 EL
189.92
AC
189.95
AC
189.99
AC
190.03
AC
190.06
AC
190.10
AC
189.97
AC
189.91
AC
189.88
AC
189.81
AC
189.72
AC
189.67
AC
189.72
AC
189.99
STOP BTM P
189.87
FL31
190.29
TC17 J
190.27
TC17
189.83
FL31
189.82
FL31 PC
190.26
TC17 PC J
190.32
TC17
189.90
FL31
189.89
FL31
190.30
TC17 J
190.24
TC17
189.88
FL31
189.81
FL31
190.17
TC17 J
190.15
TC17 TX
189.80
FL31
189.78
FL31
189.87
TC17 BX
189.91
TC17 BX
189.83
FL31
189.86
FL31190.29
TC17 TX
190.33
TC17 J
189.87
FL31
189.95
FL31190.39
TC17
190.42
TC17 J
190.01
FL31
190.02
FL31190.45
TC17
190.47
TC17 PT J
190.03
FL31 PT
189.95
FL31190.54
TC17
190.57
TC17
189.87
FL31 @DI
190.73
BW15
190.70
BW15 PC
190.63
BW15
190.62
BW15
190.58
BW15
190.57
BW15 PT
190.69
BW15
190.60
BW15
190.37
BW15 PC
190.37
BW15
190.37
BW15
190.38
BW15
190.37
BW15 PT
190.35
BW15
190.39
BW15
190.35
ML2
190.77
ML2 EL
190.69
ML3 ST SHRUB
190.31
ML3
190.30
ML3 PC
190.23
ML3
190.28
ML3 PT
190.53
ML3 EL
190.41
SGN1 STREET
190.55
ML4 ST SHRUB
190.46
ML4 PC
190.50
ML4
190.73
ML4 PT
190.82
ML4
191.13
ML4 EL
191.18
NG
191.46
TREE 16IN
189.75
FS189.76
FS
189.79
FS
189.80
FS
190.31
GB41 ST
190.40
GB41 GB42 ST
189.97
GB42 EL
189.95
GB43 ST
190.30
GB43 EL GB41
190.17
GB41 EL
190.34
SGN1 STOP
189.61
FL32
190.07
TC18 J
190.04
TC18
189.58
FL32
189.59
FL32 PC
190.05
TC18 PC J
189.98
TC18
189.49
FL32
189.44
FL32
189.91
TC18 J
189.86
TC18
189.40
FL32
189.39
FL32
189.84
TC18 J
189.83
TC18 TX
189.39
FL32
189.40
FL32
189.46
TC18 BX
189.44
TC18 BX
189.36
FL32
189.36
FL32189.81
TC18 TX
189.84
TC18 J
189.38
FL32
189.34
FL32189.84
TC18
189.79
TC18 J
189.31
FL32
189.20
FL32189.69
TC18
189.68
TC18 PT J
189.22
FL32
189.14
FL32189.62
TC18
189.73
SW3
189.69
SW3 EL
189.77
BW16
189.83
BW16 PC 189.79
BW16
189.83
BW16
189.88
BW16
189.87
BW16
189.87
BW16
189.98
BW16
190.12
BW16
190.16
BW16
190.25
BW16 PT
190.26
BW16
190.30
BW16
190.22
NG
190.29
ML6 PC ST BRUSH
190.24
ML6
190.28
ML6 PT
190.21
ML6
190.14
ML6
190.23
ML6
190.06
ML6
189.89
ML6
189.80
ML6
189.97
ML6
189.90
TF
189.86
TF
189.83
TF
189.87
TF
189.87
ML6
190.09
ML6
190.12
ML6
189.79
ML6
190.06
VLTE5 ST
190.01
VLTE5
190.09
VLTE5 RECT
189.39
GB44 PC ST
189.45
GB44
189.45
GB44
189.46
GB44 PT EL
189.52
FS
189.56
FS
189.55
FS
189.44
FS
189.53
FS
189.85
GB45 ST
189.84
GB45 GB46 ST
189.47
GB46 EL
189.48
GB47 ST
189.82
GB47 EL GB45
189.82
GB45 EL
194.66
RE
189.42
STR END
189.41
AC
189.62
WV
189.64
CC BC 189.68
CC EC
R=20'
R=20'
TANK FARM RD
MO
R
N
I
N
G
G
L
O
R
Y
W
A
Y
10
.
0
'
10.1'
8.0'
6.6'
5.0
'
5.0
'
6.
9
'
8.7'
14.1'
8
.
7
'
8
13
14
2.5%
0.
5
%
0.8%
0.
4
%
0.7%
1.1
%
1.5%
0
.
5
%
1.2%
5.
0
%
5.0
%
1.
5
%
1.
5
%
1.5
%
4
.
0
%
0.4%
0.4%
0.3%
1.
9
%
3.3%
1.
2
%
0.
6
%
1.0%1.9%
0.
6
%
0.
6
%
0.3 %
0 .3 %
0 .3 %
0.3%
7.
5
%
7.
5
%
1.
5
%
1.
5
%
0.3
%
1.5%
0.4
%
1.2
%
0 .8 %
1.
4
%
0.8%
1.9%
0.5
%
1.9%
0.
0
%
0.2%
3.
9
%
7 .8 %
9.0%
1.
5
%
1.
8
%
189.83 FS
189.68 TC
189.22 FL
189.71 TC
189.29 FL
190.05 TC
189.59 FL
189.93 TC
189.54 FL
189.42 FL
189.58 FL
189.97 FS
189.81 FS
190.03 FS
189.87 FS
190.47 TC
190.03 FL
190.39 TC
189.84 FL
190.25 FS 190.37 TC/FS
190.83 TC
190.50 FS
190.70 TC/FS
190.08 FS 190.79 TC
190.41 FS
190.46 FS
190.39 FS
190.41 FS
189.80 FL
189.79 FL
190.32 TC
189.82 FL
190.24 TC
189.78 FL
190.26 TC
189.76 FL
190.26 TC
189.82 FL
190.47 FS
8.
0
'
1.
6
'
1.5'2.0'2.0'1.4'5.9'
4.1
'
5.0
'
6.1
'
10.1'
9.
5
'
8.
0
'
4.
2
'
10.2'
10
.
0
'
13.8'
5.
9
'
1.
9
'
190.97 TC
190.96 TC
1.5%
1.2%
189.86 FS
2.1'
8.3'
4.
2
'
7.
7
'
7
.
9
'
2
.
3
'
2
.
1
%
2
.
1
%
7.9'
189.46 FL 189.64 FL
7.7'14.0'10.1'7.5'14.0'10.1'
28
29
29
27
CONSTRUCTION NOTES (SHEETS C1 - C7)
REPLACE (E) 3" SDIEWALK UNDERAIN PER ENG. STD. 3415
RESET BENCHMARK PER SECTION 5-1.26
REMOVE EXISTING AND INSTALL SIGNS PER PAVING PLANS
PROTECT (E) SIGN
INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEAREANCE BETWEEN
UNDERSIDE OF FLANGE AN SIDEWALK PER ENG. STD. 6310
PROTECT (E) POWER POLE
PROTECT (E) CATCH BASIN
REMOVE (E) SIGN AND POST
ADJUST UTILITY BOX TO FINISH SURFACE
ADJUST TRAFFIC SIGNAL TO FINISH SURFACE
PROTECT (E) TRAFFIC SIGNAL CABINET
INSTALL DETECTABLE WARNING SURFACE PER ENG. STD. 4440 (SIZE AS INDICATED)
REMOVE (E) R1-1 "STOP SIGN"
INSTALL (N) R1-1 "STOP SIGN" AND SIGNAGE PER PAVING PLANS
PROTECT (E) GAS MARKER
(N) R2-1(25) ON (N) PUNCH POST PER ENG. STD. 7210
(N) STREET NAME SIGNS ON (N) PUNCH POST PER ENG. STD. 7210 & 7250
PROTECT (E) STREET LIGHT
2" PVC (SCH 40) ELECTRICAL CONDUIT. 36" MINIMUM BELOW GROUND SURFACE
(N) STREET LIGHT PER ENG. STD. 7910 (TYPE 2)
REMOVE (E) BARRICADE
REPLACE WATER METER BOX PER ENG. STD. 6210
REMOVE AND REPLACE INTERFERING PORTIONS OF EXISTING GUARDRAIL
INTERCEPT (E) STREET LIGHT CONDUIT & CONDUCTORS, TIE IN TO NEW STREET LIGHT
PULL BOX, AND WIRE (N) STREETLIGHT INTO (E) CIRCUIT PER ENG. STD. 7910.
ADJUST WATER VALVE TO FINISH SURFACE PER ENG. STD. 6040
PROTECT (E) WATER SAMPLING STATION
(N) STRIPING AND MARKINGS PER PAVING PLANS
(N) RRFB PER PAVING PLANS
PAVEMENT RESTORATION PER PAVING PLANS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
LEGEND
TRUNCATED DOMES
(N) CONCRETE
10" FULL DEPTH AC REPLACEMENT PER ENG STD. 4110
6" FULL DEPTH AC REPLACEMENT
PER ENG STD. 4110
C4
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
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
HN
LS
BN
JUNE 2025
2000616
35
APPROVED: JUNE 16, 2025
C I V I L
R
EGISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
S
T
ATE OF CA L I F O R N IA
No. C 84733
HAI-L O N G Q. NG
U
Y
E
N
HN
1" = 5'
0
SCALE IN FEET
5 10
N
TA
N
K
F
A
R
M
R
O
A
D
CU
R
B
R
A
M
P
I
M
P
R
O
V
E
M
E
N
T
S
258.09
FD SLO BM 397
258.82
LIP14
258.97
LIP14 PC
259.00
LIP14
258.99
LIP14
258.95
LIP14
258.91
LIP14
258.82
LIP14
258.74
LIP14
258.65
LIP14
258.50
LIP14
258.34
LIP14
258.18
LIP14
257.90
LIP14
257.70
LIP14
257.41
LIP14 PT
257.18
LIP14
257.53
TC11
257.04
FL21
257.28
FL21 PC257.73
TC11 PC J 258.07
TC11
257.57
FL21
257.83
FL21258.29
TC11
258.53
TC11 J
258.04
FL21
258.20
FL21258.67
TC11
258.87
TC11 TX
258.34
FL21
258.55
FL21
258.62
TC11 BX
258.71
TC11 BX
258.64
FL21
258.75
FL21
259.24
TC11 TX
259.33
TC11
258.85
FL21
258.87
FL21
259.37
TC11 J
259.33
TC11
258.87
FL21
258.82
FL21 PT
259.29
TC11 PT J
259.13
TC11 J
258.68
FL21
259.28
BW9 PC
259.41
BW9
259.49
BW9
259.53
BW9
259.42
BW9 BW10 ST
259.26
BW9
259.02
BW9
258.89
BW9 SW1 ST
258.59
BW9
258.34
BW9
258.17
BW9 PT
257.87
BW9
257.60
BW9
257.85
PBE
257.98
LS
258.55
SW1258.37
SW1 J
258.08
SW1
257.71
SW1 J
257.76
TREE 10IN
258.85
AC
258.90
AC
259.01
259.13
AC
259.22
AC
259.34
STDYS2
259.16
AC
259.09
AC
259.12
AC
259.44
AC 259.73
STDYS2
259.70
AC 259.63
AC
259.93
STSP1 ST
260.27
STSP1259.99
STSP1 EL STDYS2 EL
260.53
AC
261.11
AC
261.55
AC261.06
AC
260.72
AC
260.41
AC
260.15
AC
259.83
AC
259.51
AC
259.00
AC
258.34
AC
258.66
AC
258.86
AC
259.01
AC
259.11
AC
259.68
AC259.30
AC
259.06
BW10 J258.67
BW10
258.41
BW10 J
258.10
BW10
257.80
BW10 J
257.74
WL1
258.34
WL1 PC 258.78
WL1
259.48
WL1
259.56
WL1
259.37
WL1
259.36259.53
262.11
AC
262.26
AC
261.67
AC
261.80
AC
261.20
AC
261.41
AC260.98
AC
260.83
AC
260.42
AC
260.62
AC260.29
AC
260.20
AC
259.84
AC
259.87
AC
259.46
AC
259.44
AC
259.12
AC
259.08
AC
258.54
AC
258.41
AC257.91
AC
258.05
AC
257.44
AC
257.58
AC
259.61
MON LID
262.54
TC12
262.09
FL22
262.24
LIP15
261.96
LIP15 PC
261.84
FL22 PC262.30
TC12 PC J262.09
TC12
261.61
FL22
261.73
LIP15
261.48
LIP15
261.34
FL22261.86
TC12 J
261.53
TC12
261.07
FL22
261.22
LIP15
260.91
LIP15
260.77
FL22261.28
TC12 TX J
260.47
TC12 BX
260.40
FL22
260.51
LIP15
260.21
LIP15
260.07
FL22
260.16
TC12 BX
260.30
TC12 TJ
259.78
FL22
259.90
LIP15
259.62
LIP15
259.46
FL22259.96
TC12
259.72
TC12 J
259.22
FL22
259.36
LIP15
259.22
LIP15 259.06
FL22
259.55
TC12
259.35
TC12 PT TX J
258.89
FL22 PT
259.07
LIP15 PT
258.88
LIP15
258.67
FL22
259.15
TC12 259.16
BW11
259.38
BW11 PC
259.65
BW11
259.96
BW11
260.41
BW11 BW12 ST
260.72
BW11
261.27
BW11
261.51
BW11 SW2 ST
262.01
BW11
262.23
BW11
262.39
BW11 PT
262.65
BW11
262.35
FH
261.68
ICV
258.78
GB30 ST
259.25
GB30 PC
259.16
GB30
259.07
GB30 PT
258.65
GB30 EL
259.40
STOP BTM P
259.43
SGN1
259.35
PBE
260.97
SGN1
261.57
BW12 J
262.15
BW12 J
262.44
BW12 J
262.70
BW12
262.05
SW2 J
262.44
SW2
262.75
SW2
262.81
RSC
263.06
VLTE3 ST
263.07
VLTE3
262.59
VLTE3
262.62
VLTE3 CLO
262.19
TREE 8IN
262.87
WL2
262.84
WL2
262.54
WL2 PC262.07
WL2
261.67
WL2
260.71
WL2
259.96
WL2
259.27
WL2
260.21
GB31 ST
260.72
GB31 PC
260.91
GB31
261.15
GB31 PT
260.49
GB31 EL
262.40
BIKER TOP HELMET
TANK FARM RD
BR
O
O
K
P
I
N
E
D
R
6.5%
3.3%
6.1%
5.7%
5.7%
1.
5
%
5.7%
2.
4
%
5 .2 %
3 .5 %
1.
4
%
1
.
5
%
1.5%
1.5%
4
.
6
%
1.5%
1.
8
%
1.
6
%
1
.
0
%
2.
2
%
3
.
4
%
2.0%
2.0%
2.
0
%
2.1%
1.5 %
1.
5
%
1.
5
%
1.6 %
10.9%
0.
0
%
10.6%4.0%
5 .9 %
8 .1 %
1 1 .1 %
1.
5
%
5.9%
7.3%
9.2%
1.
5
%
6.4%
5.
5
%
0.5%
5.
0
%
4.
6
%
1.5%
4.4%9.2%
4.
5
%
2.
0
%
1.
5
%
R=20'
R=20'
2
18
9
14
8
13
257.73 TC
257.28 FL
257.87 FS
258.60 FS
258.51 TC
258.01 FL
259.02 FL
259.09 HP/FL
259.50 TC
258.97 FL
258.55 FS
258.67 FS
259.18 FS
259.11 FS
259.59 FS
259.41 FS
259.29 TC
258.82 FL
262.30 TC
261.84 FL PROTECT (E)
FIRE HYDRANT
261.63 TC
261.30 FL
261.54 FS
262.44 FS
262.44 TC/FS
260.57 FS
261.07 TC
260.43 FS
260.93 TC
260.47 TC
259.97 FL
259.38 TC/FS259.35 TC
258.89 FL
259.88 TC
259.38 FL
260.51 FS
260.41 FL
260.34 FL
262.39 FS
5.
8
'
1.
6
'
12.7'
15.
3
'
5
.
1
'
1
2
.
0
'
9.
7
'
6.
0
'
5.8'
5.8'1.7'
2.0'
2.
0
'
14.6'
9.2'
15.1'
5.0
'
10
.
4
'
10
.
6
'
1.6'5.9'
3.7'17.7'
5.
9
'
1.
6
'
5.
1
'
29 29
27
254.64
NG
254.53
BW
254.44
TC J
253.97
FL
254.09
LIP
254.24
AC
254.38
AC
254.39
LIP
254.31
FL
254.75
TC S
254.86
BW
255.15
BW
255.05
TC BC J
254.56
FL
254.71
LIP
254.75
AC
254.92
AC
255.34
AC
255.43
AC255.38
LIP
255.23
FL255.70
TC J
255.88
BW
255.63
BW6 ST BW
255.50
WV
255.50
CNC
255.52
CNC
255.36
CNC
255.34
CNC
255.30
CNC
255.23
CNC
255.16
CNC
255.14
CNC
255.17
CNC
255.21
SMPL STA
255.74
TC TX
255.96
TR BW
255.31
FL
255.43
LIP
255.62
LIP
255.51
FL
255.58
TC BX
255.66
TC
255.64
FL
255.76
LIP
255.90
LIP
255.78
FL
255.89
TC BX
256.49
TC TX J
256.02
FL
256.12
LIP
256.34
LIP
256.21
FL256.69
TC S
256.70
BW
256.72
SW
256.61
BW SW
256.11
TX NO GRADE
256.20
BW
256.41
BW
256.43
LIP
256.34
FL256.79
TC EC J
256.79
BW
256.77
NG
256.87
SW
257.02
BW
256.66
NG
256.18
NG
255.85
NG
256.06
FW
257.14
BW
256.97
SW
256.90
ICV
256.87
ICV
256.92
PGE VLT 1.3X2
257.02
VLT 1.3X2
256.96
BW
257.01
TC J
256.53
FL
256.58
LIP
256.82
LP
257.19
TC J
256.70
FL
256.84
LIP
257.10
BW
257.16
SW
257.42
BW
257.25
TREE 5IN
257.58
BW
257.57
NG
257.33
FW EC COL 0.2 OS IN257.62
FW COL 0.2 OS IN
256.95
LIP
256.87
FL257.33
TC
257.30
BW
257.37
SW
257.59
BW
257.08
HYD
256.96
STFB
256.72
STFB EL 256.46
AC
255.99
AC
255.71
AC
255.99
AC
255.06
VEG
255.83
VEG
255.10
NG
255.21
NG
254.66
NG
255.86
AC
256.29
AC
256.48
AC
TANK FARM RD
WA
V
E
R
T
R
E
E
S
T
4.6%
4.6%
1
.
5
%
7
.
1
%
4.5%
2.0%
4
.
7
%
1.5%
1.5%
4.
4
%
8.6%
9.8%
3.7%
4
.
7
%
1.
5
%
10.6%
6.2%
1.
5
%
1.6
%
1.
5
%
3
.
6
%
1.5%
R=20'
9 9
26
5 18
257.19 TC
256.70 FL
257.10 FS
256.58 TC
256.25 FL
256.49 FS
255.75 FS
255.84 FS
256.34 TC
257.42 TC/FS
257.16 FS
255.66 FS
255.58 FS
255.67 FS
256.17 TC
255.30 TC/FS
255.15 FS 255.06 TC
254.56 FL
5.
8
'
1.
6
'
1.
7
'
1.5'5.8'
5.
9
'
16.1'
4.7'
7
.
9
'
9.9'
12.9
'
1.
5
'
1
2
.
9
'
5
.
1
'
6.3'
2.0'
3.
1
'
29
267.08
NG
267.53
BW 267.56
TC J
267.10
FL
267.25
LIP 267.42
AC 267.66
AC
267.41
AC
267.16
AC
267.00
LIP
266.89
FL
267.30
TX J
267.22
CFFS
267.20
BW
266.87
NG266.49
NG265.26
NG
266.45
NG
267.14
PBE
267.12
TC EC
266.99
FL 266.78
FL
267.07
TC EC
266.89
LIP 267.07
AC 267.23
AC
266.81
AC266.72
AC
266.61
LIP
266.46
FL1266.40
FL
266.55
TC J
266.71
FL1
266.54
FL J
266.91
TC J266.45
NG266.11
NG265.49
NG
266.07
TC
265.97
FL
266.16
FL1 266.25
LIP 266.36
AC 266.47
AC
266.00
LIP
266.10
LIP
266.24
AC
266.49
AC
265.93
FL1
265.72
FL1
265.67
FL1 T
265.81
FL1
265.79
FS 265.87
LIP
265.93
LIP
266.07
AC
266.32
AC
265.90
AC
265.71
AC
265.57
LIP
265.36
FL1
265.54
FS
265.75
FS
265.83
FS
266.05
FS
266.11
TX J
265.63
FL
266.11
CFFS266.09
BW
265.77
NG
266.08
NG
266.35
TC J
265.90
FL
265.88
MAT AP
265.96
MAT AP
265.84
TC/FL J
265.81
FL
265.93
BX
265.89
FL
265.85
BX
265.89
FL GB
266.01
FL GB
265.60
BW
265.37
NG
265.26
NG
265.17
NG
265.19
BW BC
265.06
TC J BC
264.54
FL
264.69
LIP
264.90
AC
265.09
AC
265.49
AC
265.24
AC
265.10
LIP
264.97
FL1
265.03
FL265.55
TC J
265.75
TC
265.25
FL
264.87
TC S
264.43
FL
264.52
LIP
264.73
AC
264.95
AC
264.99
BW 267.48
FW TW STEP
265.50
FW TW 12" AP
265.28
FNW/FNI AP
265.81
FNW/FNI AP
266.04
FW TW AP266.07
FW TW 12"/8"
266.09
FW TW INSIDE AP 8"
265.59
FNW/FNI AP
263.74
FNW/FNI AP
264.61
FW TW INSIDE POL
R=20'
ORCUTT RD
SP
A
N
I
S
H
O
A
K
S
D
R
3.
9
'
6
.
0
'
5
.
0
'
4
.
0
'
13.9
'
8.5'
6.5'
11
.
0
'
6
.
6
'
7
.
3
'
3.3%
5.4%
1.7%
2.
6
%
5
.
0
%
5
.
0
%
1
.
5
%
5
.
4
%
3.
4
%
2.
1
%
5
.
2
%
1.5%
5.0%
5.0%
1.5%
1.5%
9
.
0
%
5.
2
%
4.7%
4.7%
4
.
7
%
5.0%
2.
4
%
0.6%
2.
1
%
5
.
8
%
6.2
%
1
.
3
%
5
.
8
%
5.9%
265.19 FS
265.06 TC
264.54 FL
265.46 TC
264.96 FL
265.57 TC/FS
267.20 FS
267.13 FS
266.70 TC/FS
266.75 TC
266.25 FS
266.82 TC
266.32 FS
267.22 TC
266.80 FL
267.30 TC
266.89 FL
266.75 TC
266.50 FL
266.54 TC
266.30 FL
266.11 TC
265.71 FL
1.
5
%
5.9'1.9'2.0'
12
.
5
'
6.
1
'
1.
7
'
5.1'
3.
5
'
4.2'
7.2'
7.
3
'
265.72 FL
22.5'8.7'
29
LEGEND
TRUNCATED DOMES
(N) CONCRETE
10" FULL DEPTH AC REPLACEMENT PER ENG STD. 4110
6" FULL DEPTH AC REPLACEMENT
PER ENG STD. 4110
CONSTRUCTION NOTES (SHEETS C1 - C7)
REPLACE (E) 3" SDIEWALK UNDERAIN PER ENG. STD. 3415
RESET BENCHMARK PER SECTION 5-1.26
REMOVE EXISTING AND INSTALL SIGNS PER PAVING PLANS
PROTECT (E) SIGN
INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEAREANCE BETWEEN
UNDERSIDE OF FLANGE AN SIDEWALK PER ENG. STD. 6310
PROTECT (E) POWER POLE
PROTECT (E) CATCH BASIN
REMOVE (E) SIGN AND POST
ADJUST UTILITY BOX TO FINISH SURFACE
ADJUST TRAFFIC SIGNAL TO FINISH SURFACE
PROTECT (E) TRAFFIC SIGNAL CABINET
INSTALL DETECTABLE WARNING SURFACE PER ENG. STD. 4440 (SIZE AS INDICATED)
REMOVE (E) R1-1 "STOP SIGN"
INSTALL (N) R1-1 "STOP SIGN" AND SIGNAGE PER PAVING PLANS
PROTECT (E) GAS MARKER
(N) R2-1(25) ON (N) PUNCH POST PER ENG. STD. 7210
(N) STREET NAME SIGNS ON (N) PUNCH POST PER ENG. STD. 7210 & 7250
PROTECT (E) STREET LIGHT
2" PVC (SCH 40) ELECTRICAL CONDUIT. 36" MINIMUM BELOW GROUND SURFACE
(N) STREET LIGHT PER ENG. STD. 7910 (TYPE 2)
REMOVE (E) BARRICADE
REPLACE WATER METER BOX PER ENG. STD. 6210
REMOVE AND REPLACE INTERFERING PORTIONS OF EXISTING GUARDRAIL
INTERCEPT (E) STREET LIGHT CONDUIT & CONDUCTORS, TIE IN TO NEW STREET LIGHT
PULL BOX, AND WIRE (N) STREETLIGHT INTO (E) CIRCUIT PER ENG. STD. 7910.
ADJUST WATER VALVE TO FINISH SURFACE PER ENG. STD. 6040
PROTECT (E) WATER SAMPLING STATION
(N) STRIPING AND MARKINGS PER PAVING PLANS
(N) RRFB PER PAVING PLANS
PAVEMENT RESTORATION PER PAVING PLANS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
255.06
FD SLO BM 400
254.37254.36253.88254.05254.08254.11
254.41
AC
254.34
AC
254.29
LIP
254.15
FL
254.61
TC J
254.67
BW
254.96
NG
254.63
NG
255.10
CNC
255.11
CNC
254.87
NG
254.96
NG
255.09
CNC
254.98
NG
255.07
CNC
254.96
BW
254.92
TC S
254.44
FL
254.62
LIP
254.86
AC
254.80
STOP
254.81
AC 254.78
LIP
254.66
FL
255.09
TC BC J
255.16
SGN STOP
255.20
BW
255.21
NG 255.34
NG
255.36
NG
255.40
BW5 ST BW
255.29
TC
254.80
FL
254.94
LIP
255.36
TC J
254.89
FL
255.00
LIP
255.14
AC
255.29
AC
255.74
AC
255.48
AC 255.17
AC
255.06
STOP BAR
STOP BAR
254.96
STF1 ST
254.86
BIKE
255.36
TC TX
254.91
FL
254.99
LIP
254.98
LIP
254.87
FL
254.98
TC BX
254.88
TC
254.84
FL
254.84
FL
254.92
TC BX
254.84
FL
255.29
TC TX
254.95
LIP
254.95
LIP
254.83
FL
255.30
TC J
254.90
LIP
254.91
LIP
255.41
TR BW
255.45
BW
255.29
BW SW1 ST
255.13
BW
255.10
TC J
254.65
FL
254.71
LIP
254.77
LIP
254.65
FL255.12
TC EC J
255.11
BW
255.31
SW
255.27
SW
255.38
BW
255.42
BW
255.10
BW
255.01
SW
254.97
BW
255.03
TC S
254.56
FL
254.70
LIP
255.17
PGE VLT
255.14
PGE VLT
255.03
AC
255.23
AC
255.23
AC
255.18
AC
255.20
AC
255.10
TRANS
255.06
TRANS
255.14
TRANS
255.36
SGN STRT
255.29
NG
254.99
NG
255.25
NG
255.30
NG
256.41
CK 53
261.04
FW POC RL
261.02
FW EC RL
261.32
FW COL RL
255.14
TREE 4IN
260.28
RE
R=20'
2
13
8
0.
4
%
1.
5
%
1.9%
1 .1 %
1 .6 %
1.5 %
5
.
0
%
4.
0
%
0 .9 %
0.9%
0.3%
1.
5
%
0.1%
2.6%
3.3 %
6 .3 %
2.6%
1.0 %
1.5%
4
.
5
%
4.
5
%
255.09 TC
254.66 FL
255.17 TC
254.67 FL
255.30 FS
255.21 FS
255.19 FS
255.11 FS
255.19 FS
255.20 FS
255.32 FS
255.09 TC
254.85 FL
254.95 HP/FL
254.81 FL
255.13 TC
254.74 FL
1.6'5.9'8.0'
7.4'
6.
0
'
4.
8
'
0.
4
%
1.
5
%
2.8%
2.8%
1.
0
%
3.1%
2.0%
1.6%
254.97 FS
255.03 TC
254.56 FL
6.
0
'
1.
6
'
255.01 FS
255.10 FS
2
.
0
'
5.
9
'
7.1'
7.
4
'
4.0
'
12.3
'
5.0'
4.3'6.9'
1.5%
5
.
9
'
29
27
WA
V
E
R
T
R
E
E
S
T
TANK FARM RD
14
TA
N
K
F
A
R
M
R
O
A
D
A
N
D
O
R
C
U
T
T
R
O
A
D
CU
R
B
R
A
M
P
I
M
P
R
O
V
E
M
E
N
T
S
C5
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
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
HN
LS
BN
JUNE 2025
2000616
35
APPROVED: JUNE 16, 2025
C I V I L
R
EGISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
S
T
ATE OF CA L I F O R N IA
No. C 84733
HAI-L O N G Q. NG
U
Y
E
N
HN
1" = 5'
0
SCALE IN FEET
5 10
N
0
SCALE IN FEET
5 10
N
0
SCALE IN FEET
5 10
N
0
SCALE IN FEET
5 10
N
202.52
SLO BM
202.03
LIP1
202.22
AC
202.46
AC
202.28
AC
202.48
AC
201.99
LIP1 PC
202.18
LIP1
202.33
AC
202.44
AC
202.16
LIP1
202.18
LIP1
202.24
AC
202.26
AC
202.24
AC
202.31
AC
202.12
LIP1
202.23
LIP1
202.36
AC
202.44
AC
202.53
AC
202.42
AC
202.25
LIP1 PT
202.88
LP
202.93
BW1 PC
202.87
BW1
202.79
BW1
202.70
BW1
202.73
BW1
202.68
BW1
202.71
BW1 PT
203.16
NG
203.22
NG
202.90
FNC1
203.82
FNC1
203.14
NG
202.86
GAS MRKR
202.69
SGN1
202.55
SGN1
202.67
SDMH LID C-6.75
202.56
TC1 PC201.73
FL1 DI
201.78
FL1 PC
201.93
FL1
202.62
TC1
202.62
TC1 TX GB3 ST201.91
FL1
201.97
FL1
202.67
GB3
202.04
GB3 EL TC1 BX
202.04
TC1 BX GB4 ST
202.00
FL1
202.77
GB4
202.69
GB4 EL TC1 TX
202.74
TC1
202.07
FL1
202.15
FL1 PT
202.80
TC1 PT
202.27
LIP2
202.14
LIP2 PC
202.07
LIP2
201.96
LIP2
201.83
LIP2
201.69
LIP2
201.50
LIP2
201.25
LIP2 PT
201.37
AC
201.56
AC
201.71
AC
201.59
AC
201.79
AC
201.98
AC
201.90
AC
202.03
AC
202.15
AC
202.02
AC
202.18
AC
202.25
AC
202.43
AC
202.31
AC
202.34
AC
202.47
AC
201.84
FL2 DI
202.61
TC2
202.53
TC2 PC
201.97
FL2 PC
201.89
FL2
202.43
TC2
202.30
TC2 TX201.80
FL2
201.73
FL2
201.79
TC2 BX
201.70
TC2 BX
201.64
FL2
201.57
FL2
202.06
TC2 TX
201.85
TC2201.33
FL2
201.12
FL2 PT
201.55
TC2 PT
201.80
BW2 PC
201.99
BW2
202.18
BW2 PT
202.41
BW2
202.60
BW2
202.56
BW2 PC
202.68
BW2
202.73
BW2 PC
202.83
BW2
202.74
SDMH LID C-3.65
202.72
VLTE1 ST
202.86
VLTE1
202.98
VLTE1
202.79
VLTE1 CLO
202.72
PBC 2X3
202.71
PBTV 2X3
202.92
VLTU1 ST
202.95
VLTU1
202.91
VLTU1 RECT
202.31
GB5 ST
202.43
GB5 GB6 ST
201.78
GB6 EL
202.29
GB5 GB7 ST
201.72
GB7 EL
202.07
GB5 EL
201.94
GV
203.13
NG
203.32
NG
203.22
NG
203.20
NG
203.86
NG
204.03
NG
NG
R=20'
R=20'
SACRAMENTO DR
VI
A
E
S
T
E
B
A
N
7
2
1
8
8
15
13
14
9.2'3.0'
4.0'
10.2'
5.1
'
5.
0
'
2.
0
'
1
.
8
'
5
.
0
'
5
.
0
'
14.5
'
5
.
3
'
4
.
4
'
5
.
1
'
9.
1
'
10.2'
2.2%
1.5
%
7.5
%
7.5
%
1.5
%
2.2
%
0.
4
%
2.
2
%
2.
5
%
5.6%
7.
5
%
1.
5
%
1.
5
%
8 .0 %
0 .4 %
0 .4 %
0 .4 %
0.4%
4.5
%
4.5
%
10.0%
2.7%
0.4
%
0.4%
0.4%2.7%
1.
5
%
3.4%
2.4%
2
.
4
%
1
.
1
%
1.
1
%
1.1%
1.
3
%
1.
4
%
1.
4
%
1.5%
3
.
4
%
1.5%
7.5%
7.5%
1
.
1
%
1.0%
1
.
3
%
1.
6
%
4.
5
%
4.5%
4.5%
3
.
4
%
2.7
%
4.0%
1.9%
6
.
0
%
3.5%
0 .3 %
5 .5 %
7.
5
%
4.
5
%
4.
5
%
202.56 TC
201.78 FL
202.39 TC
201.86 FL
201.98 FL
202.31 FS 202.33 FS
201.99 FL
202.32 TC
202.02 FL
202.35 TC
202.05 FL
202.09 FL
202.07 FL
202.58 TC
202.11 FL
202.80 TC
202.15 FL
202.93 TC/FS
202.97 TC
202.63 FS
202.97 TC
202.47 FS
202.90 TC
202.40 FS
203.02 TC
202.52 FS
202.71 TC/FS
202.42 FS
202.73 TC/FS202.53 TC
201.97 FL
202.82 TC
202.55 FS
202.90 TC
202.40 FS
202.40 TC
202.07 FS
201.80 TC/FS
201.55 TC
201.12 FL
201.95 TC
201.45 FL
202.22 TC
201.80 FL
201.98 FL
201.92 FL
202.28 FS
202.33 FS
202.44 TC
202.06 HP/FL
202.99 TC
202.49 FS
202.40 FS
202.54 TC
202.11 FL
0 .8 %
3.
4
%
3.
4
%
0.6%
0.4
%
202.83 TC
202.33 FS
202.41 TC
202.04 FL
8
.
6
%9.0%
4.6%
0.4%3.5%
2.7%
5.9'1.6'
1.5'5.8'
9.9'
6.
6
'
5.
6
'
1.
6
'
2.
3
'
6.
0
'
2.
0
'
2.0'
9.
7
'
2.0'
5.0'
3.0'4.2'
8.
8
'
4.
7
'
3.
9
'
5.0
'
3.
9
'
4.5
'
4.5
'
4.7'
4.2'
2.
0
'
27
27
29
29
XXX
202.33
TB AP
201.92
FL
202.37
SGN
202.31
EP
202.38
EP
202.43
EP
202.46
EP202.46
BW END
202.34
SW
202.33
TC END
201.88
FL
201.95
FL
201.95
LIP
202.03
AC
201.98
GB
202.05
GB
201.97
GB
201.99
AC
202.18
STR
202.25
STR202.46
STR
202.39
STR
202.21
LIP
202.22
LIP/GB
202.18
LIP
202.05
FL1
202.33
FD MAG/WSHR TIE POINT LS6317
202.16
LIP
202.22
AC
202.05
FL1
202.15
GB
202.17
GB
202.16
GB/FL202.22
FL
202.56
TC BC
202.56
TC PCC
202.46
TC POC
202.04
FL
201.97
FL1
201.95
FL1
201.91
FL202.39
TC EC
202.48
CFFS
202.52
CFFS
202.51
TC
202.34
FL
202.51
BW J
202.51
BW AP
202.53
BW AP
202.45
PBE 32"X49"
202.46
FS
202.50
FS
202.67
FNC AP
202.35
16" TREE
201.98
VLTE AP
201.87
VLTE AP
201.88
VLTE AP
202.22
BGN TW WD
202.41
NG
202.00
VLTE AP
201.71
NG201.78
PBT AP
201.84
PBT AP
201.91
PBT AP
201.83
PBT AP
202.34
END TW WD
202.56
TC
202.16
FL
202.14
FL
202.60
TC AP
201.95
FL202.45
TC POC
201.99
LIP
202.01
AC
202.10
AC
202.17
AC
201.86
AC
201.78
AC
202.16
AC
202.27
AC
202.11
AC
201.86
AC
202.05
AC
202.18
14" TREE
202.26
NG
202.39
NG
202.34
NG
201.46
TC EC
201.01
FL
201.10
LIP
201.14
AC
201.74
MB
201.75
TC
201.30
FL
202.14
TC BC J
201.74
FL
201.78
LIP AP
201.97
LIP
201.90
FS
202.31
TC POC
201.86
FL
202.12
FS
202.23
LIP
202.28
LIP J
202.32
LIP J
202.26
LIP
202.32
AC
202.43
STR
202.51
STR
202.54
STR
202.48
STR
202.40
AC
202.11
FL1
202.11
FL1
202.22
FL1
202.34
LIP J
202.42
LIP J
202.46
AC
202.56
STR
202.64
STR
202.68
STR
202.62
STR
202.51
AC
202.47
LIP
202.39
LIP
202.30
FL1
202.40
FL1
202.52
LIP J
202.55
AC
202.68
STR
202.74
STR
202.48
LIP AP GB J
202.42
LIP
202.23
LIP
202.03
LIP AP201.90
FL
202.27
TC POC J
202.06
AC
202.40
AC
202.30
AC
202.09
AC
201.86
AC
202.24
AC
201.99
AC
201.66
AC
201.21
AC
201.47
AC
201.49
FL
201.90
TC PCC J
202.16
TC
201.75
FL
201.76
AC
201.44
AC
202.18
SGN
202.46
NG
202.78
NG
202.97
8" TREE
203.15
CC
203.13
CC
203.07
CC
203.00
CC
203.08
FH
203.04
BW
203.02
BW
202.99
CFFS
202.91
CFFS
202.82
FL
202.41
FL
202.35
FL
202.84
TC
202.78
TC AP
202.33
FS
202.49
GB202.53
GB
202.39
FL1
202.54
LIP AP
202.60
AC
202.72
STR
202.80
STR
202.56
LIP
202.57
LIP
202.51
FL202.95
TC BC J
203.06
BW J
202.44
FL202.89
TC POC
202.43
FL1
202.83
TC PCC202.83
TC EC
202.52
FL
202.48
FL
202.93
TC
202.52
FL
202.61
LIP
202.67
AC
202.89
STR
202.98
STR203.04
STR
202.94
STR
202.70
AC
202.62
LIP
202.54
FL202.96
TC J
203.18
BW J
203.13
BW S
203.10
BW/CFFL
203.14
BW/CFFL
203.04
FL J
202.94
FL J
203.52
TC
203.66
TC GB203.50
TC GB
203.22
TC
202.68
FL J
202.59
FL J
203.19
TC
203.03
NG
203.12
NG
203.19
NG
203.21
BW J
202.99
TC J
202.58
FL
202.64
LIP
202.76
AC
203.00
STR
203.08
STR
SACRAMENTO DR
6.8'8.0'
0.8%
3450 BROAD
12 3'X4'
DWS
9.8'10.5'
3.7'
1
5
.
4
'
0.8%0.4%
0.4%
1.
5
%
1.5%
1.
5
%
7.8%
1.2%
3.
4
%
0.6%7.7%
1
.
5
%
9
.
9
%
0.3%
202.96 TC
202.54 FL
203.18 FS
203.10 FS
203.06 TC
202.56 FS
202.27 TC
201.90 FL
202.94 TC
202.44 FL
202.48 TC/FL
202.76 TC
202.46 FL
203.00 TC
202.49 FL
202.50 HP/FL
6.8'
6.
5
'
1.
6
'
2.
0
'
5.0'
2.0'
2.0'
6.8'3.2'
3'
202.40 FL
196.42
LIP8
196.35
LIP8
196.43
LIP8196.41
LIP8196.37
LIP8196.32
LIP8196.30
LIP8
196.27
LIP8
196.24
LIP8
196.24
LIP8
196.36
AC
196.47
AC
196.34
AC
196.49
AC
196.51
AC
196.38
AC 196.40
AC
196.52
AC
196.42
AC
196.54
AC
196.51
AC
196.40
AC
196.44
AC
196.51
AC
196.48
AC
196.43
AC
196.42
AC
196.49
AC
196.50
AC
196.44
AC
196.26
FL12 ST
196.22
FL12
196.20
FL12
196.16
FL12
196.13
FL12
196.11
FL12
196.08
FL12 FL13 ST
196.09
FL12
196.07
FL12 EL
196.17
LIP9 ST
196.23
LIP9
196.12
FL13
196.19
FL13
196.28
LIP9
196.27
AC196.29
AC
196.28
AC
196.37
AC
196.34
AC 196.33
LIP9 196.22
FL13
196.27
FL13
196.39
LIP9
196.40
AC
196.41
AC
196.45
AC
196.44
AC 196.42
LIP9 196.32
FL13
196.36
FL13196.49
LIP9
196.52
AC
196.51
AC
196.61
AC
196.71
AC
196.33
FS
196.27
FS
196.23
FS
196.17
FS
196.26
FS 196.25
FS
196.28
FS
196.32
FS
196.37
FS
196.35
FS
196.26
FS
196.85
BW6
196.86
BW6 PC
196.82
BW6
196.87
BW6
196.90
BW6
196.89
BW6 PT
196.95
BW6
196.98
BW6196.93
BW6 PC
197.02
BW6
197.01
BW6
197.03
BW6 PT
197.05
BW6
197.46
SHRUB
197.52
SHRUB
197.32
SHRUB
197.29
SHRUB
197.33
SHRUB
197.35
TREE 8IN
197.25
SHRUB
197.23
SHRUB
197.13
SHRUB
197.15
SHRUB
197.38
SHRUB
197.42
SHRUB
197.28
SHRUB
197.29
GAS MRKR
197.15
SHRUB
197.05
SHRUB
197.23
SHRUB
197.36
SHRUB
197.49
TREE 8IN
197.16
NG
197.36
NG
196.68
GB21 ST
196.81
GB21 GB22 ST
196.44
GB22 EL
196.54
GB23 ST
196.85
GB23 EL GB21
196.72
GB21 EL
196.37
FL14
196.92
TC8 S
196.88
TC8 PC J
196.32
FL14 PC
196.43
FL14
196.89
TC8 S
196.53
LIP9
196.88
TC8 J
196.42
FL14
196.47
FL14
196.83
TC8 S
196.80
TC8 TX
196.48
FL14
196.44
FL14
196.53
TC8 BX
196.45
TC8 BX
196.42
FL14
196.36
FL14
196.69
TC8 TX
196.72
TC8 S
196.36
FL14
196.33
FL14
196.78
TC8 J
196.75
TC8 S196.32
FL14
196.25
FL14
196.73
TC8 S 196.73
TC8 PT J196.27
FL14 PT
196.27
FL14
196.75
TC8 S
R=20'
SACRAMENTO DR
RI
C
A
R
D
O
C
T
1
1
.
6
'
5
.
0
'
5.
0
'
11.6'
817
15
1
1
.
3
'
10.1'
4
.
9
'
5
.
0
'
7.
3
'
2.
2
%
0.4%
1.
4
%
1.5%
7.5%
7.5%
1
.
5
%
1.1%
2.5%
1.
5
%
1.5%
0.3%
0.4%
0.5%
0.3%
0.5%
0.
7
%
0
.
4
%
0
.
2
%
8
.
3
%
1.
0
%
0.
5
%
0
.
4
%
0.4
%
0
.
4
%
7.
6
%
0.4%
196.86 FS
196.73 TC
196.27 FL
197.03 TC/FS
196.88 TC
196.32 FL
196.69 TC
196.21 FL
196.65 TC
196.25 FL
196.70 TC
196.28 FL
196.77 TC
196.27 FL
196.29 HP/FL
196.27 FL
196.70 FS
196.72 FS 197.27 TC
196.77 FS
197.28 TC
196.78 FS
1.
0
%
197.19 TC
196.86 FS
197.13 TC
196.80 FS
196.85 TC/FS
5.9'1.6'
6.5'
5.
9
'
1.
5
'
8.1'
5.8'
4.7'
11
.
0
'
13.3'
3.6'
8.
1
'
196.10 FL
10.1'14.0'13.3'
29
LEGEND
TRUNCATED DOMES
(N) CONCRETE
10" FULL DEPTH AC REPLACEMENT PER ENG STD. 4110
6" FULL DEPTH AC REPLACEMENT
PER ENG STD. 4110
CONSTRUCTION NOTES (SHEETS C1 - C7)
REPLACE (E) 3" SDIEWALK UNDERAIN PER ENG. STD. 3415
RESET BENCHMARK PER SECTION 5-1.26
REMOVE EXISTING AND INSTALL SIGNS PER PAVING PLANS
PROTECT (E) SIGN
INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEAREANCE BETWEEN
UNDERSIDE OF FLANGE AN SIDEWALK PER ENG. STD. 6310
PROTECT (E) POWER POLE
PROTECT (E) CATCH BASIN
REMOVE (E) SIGN AND POST
ADJUST UTILITY BOX TO FINISH SURFACE
ADJUST TRAFFIC SIGNAL TO FINISH SURFACE
PROTECT (E) TRAFFIC SIGNAL CABINET
INSTALL DETECTABLE WARNING SURFACE PER ENG. STD. 4440 (SIZE AS INDICATED)
REMOVE (E) R1-1 "STOP SIGN"
INSTALL (N) R1-1 "STOP SIGN" AND SIGNAGE PER PAVING PLANS
PROTECT (E) GAS MARKER
(N) R2-1(25) ON (N) PUNCH POST PER ENG. STD. 7210
(N) STREET NAME SIGNS ON (N) PUNCH POST PER ENG. STD. 7210 & 7250
PROTECT (E) STREET LIGHT
2" PVC (SCH 40) ELECTRICAL CONDUIT. 36" MINIMUM BELOW GROUND SURFACE
(N) STREET LIGHT PER ENG. STD. 7910 (TYPE 2)
REMOVE (E) BARRICADE
REPLACE WATER METER BOX PER ENG. STD. 6210
REMOVE AND REPLACE INTERFERING PORTIONS OF EXISTING GUARDRAIL
INTERCEPT (E) STREET LIGHT CONDUIT & CONDUCTORS, TIE IN TO NEW STREET LIGHT
PULL BOX, AND WIRE (N) STREETLIGHT INTO (E) CIRCUIT PER ENG. STD. 7910.
ADJUST WATER VALVE TO FINISH SURFACE PER ENG. STD. 6040
PROTECT (E) WATER SAMPLING STATION
(N) STRIPING AND MARKINGS PER PAVING PLANS
(N) RRFB PER PAVING PLANS
PAVEMENT RESTORATION PER PAVING PLANS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
SA
C
R
A
M
E
N
T
O
D
R
I
V
E
CU
R
B
R
A
M
P
I
M
P
R
O
V
E
M
E
N
T
S
C6
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
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
HN
LS
BN
JUNE 2025
2000616
35
APPROVED: JUNE 16, 2025
C I V I L
R
EGISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
S
T
ATE OF CA L I F O R N IA
No. C 84733
HAI-L O N G Q. NG
U
Y
E
N
HN
1" = 5'
0
SCALE IN FEET
5 10
N
0
SCALE IN FEET
5 10
N
0
SCALE IN FEET
5 10
N
200.26
FD SLO BM
200.31
CK 50
200.57
BW7 ST
200.54
BW7
200.58
BW7
200.59
BW7
200.58
BW7
200.52
BW7
200.53
BW7 PC
200.49
BW7
200.57
BW7
200.63
BW7
200.66
BW7
200.73
BW7 PT
200.78
BW7
200.86
BW7
200.98
BW7
201.13
BW7 201.15
BW7
200.89
MHC
200.60
FH
200.55
SGN1
200.21
GB24 ST
200.60
GB24 GB25 ST
200.41
GB25 EL
200.51
GB24 GB26 ST
200.12
GB26 EL
200.31
GB24 EL
200.37
SGN1
201.87
NG
199.94
LIP10 ST
199.88
FL15 ST
200.36
TC9 ST J
200.34
TC9199.88
FL15
199.94
LIP10
199.95
LIP10
199.96
MHC
199.87
FL15
200.36
TC9 J
200.30
TC9199.85
FL15
199.91
LIP10
199.90
LIP10
199.84
FL15 PC
200.29
TC9 PC J
200.29
TC9199.87
FL15
199.92
FL15
200.33
TC9 TX
200.08
TC9 BX
200.01
FL15
200.06
FL15
200.15
TC9 BX
200.03
FL15
200.38
TC9 TX
200.35
TC9
199.96
FL15
200.01
FL15 PT
200.47
TC9 PT J
200.12
FL15
200.61
TC9
200.72
TC9 J
200.25
FL15
200.39
FL15200.84
TC9
TC9 TX JFL15
201.93
NG
202.35
TRP 15IN
203.33
TRP 3X15IN
202.26
NG
202.95
NG
202.20
NG 202.40
NG
202.34
NG
200.09
AC
200.28
AC200.10
AC
199.99
AC
200.00
AC
200.08
AC
200.01
AC
199.90
AC
199.96
AC
200.02
AC200.01
AC
199.93
AC
199.87
SWUD 3IN
199.87
SWUD 3IN
201.21
ICV200.89
GV
200.72
GAS MRKR
199.82
FL16 ST
199.79
FL16
199.88
LIP10
199.86
LIP10
199.77
FL16
199.75
FL16 FL17 ST
199.73
FL16
199.86
LIP10
199.78
LIP10 EL
199.66
FL16 EL
199.78
LIP11 ST 199.84
LIP11
199.77
FL17
199.87
FL17
199.97
LIP11
200.05
LIP11
199.95
FL17
199.99
FL17 EL
200.08
LIP11
200.16
LIP11
200.29
LIP11
200.42
LIP11
200.58
AC 200.52
AC
200.33
AC
200.43
AC
200.28
AC 200.14
AC
200.00
AC
200.14
AC
199.89
AC
199.86
AC
199.83
FS
199.86
FS
199.97
FS
199.93
FS
199.74
LIP12 ST
199.71
LIP12199.68
LIP12
199.92
LIP12
200.22
LIP12
200.29
LIP12
200.39
LIP12
200.44
AC
200.41
AC
200.30
AC 200.31
AC
200.04
AC
200.04
AC
199.77
AC 199.77
AC
199.63
FL18 ST
199.74
LIP13 ST
199.71
LIP13
199.60
FL18
199.54
FL18
199.68
LIP13
199.62
LIP13
199.54
FL18 FL19 ST
199.64
FL19
199.86
FL19
200.13
FL19 EL
199.49
FL18199.46
FL18 EL
199.63
LIP13
199.61
LIP13
199.61
LIP13
199.91
AC
199.74
AC
199.82
AC
199.97
AC
199.75
AC
199.90
AC
199.91
AC
199.77
AC 199.81
AC
199.92
AC
199.91
AC
199.81
AC
199.92
TC10199.46
FL20
199.47
FL20
199.95
TC10
199.96
TC10199.47
FL20
199.44
FL20 PC
199.93
TC10 PC
200.16
TC10199.66
FL20
199.81
FL20
200.21
TC10 TX
199.97
TC10 BX199.88
FL20
199.98
FL20
200.07
TC10 BX
200.44
TC10 TX200.00
FL20
200.08
FL20
200.53
TC10
200.62
TC10
200.16
FL20
200.20
FL20 PT
200.69
TC10 PT J
200.72
TC10
200.29
FL20
200.71
SGN1
200.03
PP200.00
SGN1
201.14
TREE 12IN
201.18
NG
201.38
NG
201.79
NG
201.32
NG
201.39
NG
201.66
NG
202.20
NG
200.59
WV
200.48
WV
200.47
GB ST
200.57
GB28 ST GB
200.09
GB28 EL
200.45
GB
200.37
GB29 ST GB
200.01
GB29 EL
200.26
GB EL
200.07
BW8
200.11
BW8
200.13
BW8
200.10
BW8 PC
200.23
BW8
200.37
BW8
200.52
BW8
200.62
BW8
200.70
BW8
200.75
BW8
200.79
BW8 PT
200.81
BW8
R=20'
R=20'
INDUSTRIAL WAY
SA
C
R
A
M
E
N
T
O
D
R
14.0'57.3'14.0'11.3'
5.8'
4.6'
8.1'
4.7
'
5.
7
'
9
.
3
'
5
.
0
'
9.3'
1
4
.
2
'
14.2
'
5
.
0
'
1
2
3
15
3
5
6
2.
7
%
1.6%
1.
5
%
0.8%
1 .5 %
1 .0 %
1.2 %5
.
0
%
1
.
5
%
1
.
5
%
5
.
0
%
1.5%
5 .2 %
8.5 %
3.
3
%
0 .4 %0.4%
0.9%
0.5%0.4%0.4%
0.4%0.4%
4.7%
1.5%
0.9%
4.
7
%
3.
1
%
0.3%
1.
5
%
1.
9
%
3.
7
%
0.4%
1.
5
%
1.5%
3.7%
1.5%1
.
5
%
1
.
5
%
1.0
%
2.4%
3.
9
%
1.5%
4
.
5
%
0
.
4
%
2.1%
0.3%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
1.
0
%
200.79 FS 200.69 TC
200.20 FL
200.30 FS
200.07 FS
199.99 FS
200.12 TC/FS
199.96 TC
199.47 FL
199.88 FS
200.00 FS
199.64 FL
199.76 FL
200.35 TC
199.88 FL
199.90 TC
199.53 FL
199.59 FL 199.75 FL
199.66 FS
199.66 FS
199.81 FS
199.81 FS
200.72 TC
200.25 FL
200.86 TC/FS
200.48 TC
199.98 FL
200.57 FS
200.78 TC
200.12 FS
200.71 TC
200.05 FS
200.41 FS
200.33 TC
199.83 FL
2.5%
3
.
1
%
200.36 TC
199.87 FL
0.3%
1.5%
199.97 FL
200.04 FL
200.67 TC
200.71 TC
199.95 FS
200.55 TC 200.16 TC
199.82 FL
200.43 TC
3.
3
%
3.
6
%
199.88 TC
199.59 FL
3.3%
6.1'
1.5'
10
.
6
'
8.0'
13.7'
5.
9
'
1.
5
'
13.6'
6.
0
'
2.
0
'
5.
9
'
1.
5
'
2.
0
'
11.4'
5.9'
1.5'
2.
0
'
4
.
8
'
3
.
0
'
7.
4
'
3.0'
5.3'
5.0'
4
.
2
'
3.5'
1.9'
200.90 TC
200.74 TC
200.58 TC/FS
1.
5
%
27
27
29 29
42.2'
LIP4
198.41
TC5 PC
197.95
FL5 PC 197.98
LIP4
197.96
LIP4
197.89
LIP4
197.85
LIP4
197.87
LIP4 EL
197.92
AC
197.89
AC
198.01
AC
198.12
AC
198.25
AC
198.09
AC
197.93
FL6 ST
197.83
FL6
197.74
FL6 FL7 ST 197.70
FL7 EL198.01
FL6
198.29
FL6 EL
198.35
LIP5
198.15
LIP5 197.89
LIP5
197.82
LIP5 EL
197.95
FS
197.82
FS
197.89
FS
198.36
TC5 TX
197.93
FL5
197.97
FL5 TC5
197.97
FL5 TC5
198.20
FL5
198.70
TC5 TX
198.78
TC5 PT198.29
FL5 PT
198.42
AC
198.43
AC 198.29
AC
198.20
AC 198.01
AC
198.14
AC
197.94
AC
198.16
AC
197.97
WV
198.12
WV
198.08
WV
198.89
VLTE2 ST
199.03
VLTE2
VLTE2 CLO 198.84
BW4 PC
198.82
BW4
198.63
BW4
198.64
BW4
198.53
BW4
198.56
BW4 PT
198.50
GB12 ST FL8 PC ST TC6 PC ST
198.36
GB12 EL
198.16
FL8 GB13 ST
198.00
GB13 EL
198.64
TC6
198.62
TC6
198.13
FL8 GB14 ST
197.99
GB14 EL
198.82
FL8 PT EL TC6 PT EL GB15 ST
198.71
GB15 EL
198.85
NG
199.24
NG
199.46
NG
199.00
NG
198.98
NG
R=20'
SACRAMENTO DR
CA
P
I
T
O
L
I
O
W
A
Y
8.5'
4.3'
4.3
'
7.6
'
4.9'
5.0'
8.1'
5.0
'
4.
9
'
14
16
2.6%
1.5%
0.4%
0.
9
%
0.
2
%
0.
5
%
2.
3
%
0.
5
%
0.1 %5.2 %
1 .0 %
1 .0 %
2.8%
3.2%
1.9%
3 .2 %
2.3%
1
.
5
%
1
.
5
%
1.
1
%
1.
1
%
0.
9
%
2.9%
2.9 %
4 .7 %
4 .7 %
5
.
0
%
198.41 FS
197.95 FL
198.56 FS
197.92 FL
198.42 TC
198.51 TC/FS
197.88 FL
198.25 TC
197.88 FL
198.13 TC
197.87 FL
197.95 FL
198.01 FL
198.35 TC
198.06 FL
198.51 TC
198.78 TC
198.29 FL
(198.84 TC/FS)
198.44 FS
198.83 TC
198.22 FS
198.82 TC
198.14 FS
198.74 TC
198.28 FS
198.66 TC
198.15 FS
198.07 FS
5
.
0
%
1.0%
8 .0 %
5.9'
1.5'
4.0'
6.
0
'
1.
8
'
5.
7
'
6.7'
6.
8
'
8.3'
4
.
2
'
8.0'
197.74 FL
13
8.3'14.0'3.8'
4
.
0
'
27
29
197.02
BW3
197.53
BW3 PC
197.88
BW3
198.16
BW3
198.20
BW3
198.26
BW3 PT 198.17
BW3
197.72
LIP3
197.56
FL3198.03
TC3
198.14
TC3 PC
197.68
FL3 PC
197.80
LIP3 PC
197.69
LIP3
197.66
FL3 PC198.08
TC3 TX
197.59
TC3 FL3
197.54
TC3 FL3
197.69
LIP3
197.40
LIP3
197.31
FL3197.76
TC3 TX
197.38
TC3 PT
196.92
FL3 PT
197.03
LIP3 PT
196.71
LIP3
196.60
FL3
197.06
TC3 J
196.79
AC
196.86
AC
197.26
AC
197.14
AC
197.53
AC
197.86
AC
197.94
AC
197.80
AC
197.81
AC
197.93
AC
197.89
AC
197.77
AC
197.72
AC
197.81
AC
198.14
SGN1198.07
GB8 ST
198.16
GB8 EL TC4 PC ST FL4 PC ST
198.19
TC4
197.73
FL4 GB9 ST
197.61
GB9 EL
197.58
GB10 ST
197.62
GB10 EL FL4198.13
TC4
197.85
TC4 PT EL FL4 PT EL GB11 ST
197.76
GB11 EL
197.25
SGN1
197.58
BLRD
197.34
BLRD
197.08
RSC
197.22
BFP 8IN
197.34
BFP 8IN
197.53
NG
197.77
NG
198.00
NG
198.12
NG
R= 20'
SACRAMENTO DR
CA
P
I
T
O
L
I
O
W
A
Y
2.8'
5.0'
5.0
'
2.8
'
1.
9
%
1.
3
%
3.4%
0.2%
0.5%
3.4%
1.0%
2.9%
2.9
%
2.3
%
3.9
%
4.0
%
4.2%
1 .0 %
0 .5 %0 .5 %
4.2 %1.0%
1
.
5
%
1
.
5
%
5
.
0
%
5
.
0
%
1.5
%
2.5 %
8 .0 %
1.5%
3 .3 %
198.14 TC
197.68 FL
198.26 TC/FS
197.65 FL
198.15 TC
198.07 FS
197.53 TC/FS
198.40 TC
197.90 FS
198.40 TC
197.82 FS
198.32 TC
197.68 FS
198.01 TC
197.38 TC
196.92 FL
197.63 FL
198.01 TC
197.60 FL
197.52 FL
197.31 FL
197.65 TC
197.13 FL
197.58 TC
197.75 FS
197.83 FS
4
.
5
%
4
.
5
%
8.0'
5.7'
5.2
'
7.
0
'
2.
0
'
7.0'
2.0'
5.7'1.6'
1.5
'
5.2
'
4
.
1
'
5
.
2
'
4.8'
4.9'
27
29
LEGEND
TRUNCATED DOMES
(N) CONCRETE
10" FULL DEPTH AC REPLACEMENT PER ENG STD. 4110
6" FULL DEPTH AC REPLACEMENT
PER ENG STD. 4110
CONSTRUCTION NOTES (SHEETS C1 - C7)
REPLACE (E) 3" SDIEWALK UNDERAIN PER ENG. STD. 3415
RESET BENCHMARK PER SECTION 5-1.26
REMOVE EXISTING AND INSTALL SIGNS PER PAVING PLANS
PROTECT (E) SIGN
INSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEAREANCE BETWEEN
UNDERSIDE OF FLANGE AN SIDEWALK PER ENG. STD. 6310
PROTECT (E) POWER POLE
PROTECT (E) CATCH BASIN
REMOVE (E) SIGN AND POST
ADJUST UTILITY BOX TO FINISH SURFACE
ADJUST TRAFFIC SIGNAL TO FINISH SURFACE
PROTECT (E) TRAFFIC SIGNAL CABINET
INSTALL DETECTABLE WARNING SURFACE PER ENG. STD. 4440 (SIZE AS INDICATED)
REMOVE (E) R1-1 "STOP SIGN"
INSTALL (N) R1-1 "STOP SIGN" AND SIGNAGE PER PAVING PLANS
PROTECT (E) GAS MARKER
(N) R2-1(25) ON (N) PUNCH POST PER ENG. STD. 7210
(N) STREET NAME SIGNS ON (N) PUNCH POST PER ENG. STD. 7210 & 7250
PROTECT (E) STREET LIGHT
2" PVC (SCH 40) ELECTRICAL CONDUIT. 36" MINIMUM BELOW GROUND SURFACE
(N) STREET LIGHT PER ENG. STD. 7910 (TYPE 2)
REMOVE (E) BARRICADE
REPLACE WATER METER BOX PER ENG. STD. 6210
REMOVE AND REPLACE INTERFERING PORTIONS OF EXISTING GUARDRAIL
INTERCEPT (E) STREET LIGHT CONDUIT & CONDUCTORS, TIE IN TO NEW STREET LIGHT
PULL BOX, AND WIRE (N) STREETLIGHT INTO (E) CIRCUIT PER ENG. STD. 7910.
ADJUST WATER VALVE TO FINISH SURFACE PER ENG. STD. 6040
PROTECT (E) WATER SAMPLING STATION
(N) STRIPING AND MARKINGS PER PAVING PLANS
(N) RRFB PER PAVING PLANS
PAVEMENT RESTORATION PER PAVING PLANS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
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C7
CITY SPECIFICATION NO.
DATE:
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
20
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JUNE 2025
2000616
35
APPROVED: JUNE 16, 2025
C I V I L
R
EGISTER E D P R O F ESSIONA
L
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N
EER
S
T
ATE OF CA L I F O R N IA
No. C 84733
HAI-L O N G Q. NG
U
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E
N
HN
1" = 5'
0
SCALE IN FEET
5 10
N
0
SCALE IN FEET
5 10
N
0
SCALE IN FEET
5 10
N
BA
S
I
L
SACRAMENTO
REMOVE (E) SIGNS AND INSTALL (N) W1-1a(R)(25)
"CURVE WARNING" SIGN ON (E) PUNCH POST. INSTALL
FLASHING YELLOW WARNING BEACON ON TOP OF
SIGN POST, CARMANAH R247-MX SERIES, WITH 30W
SOLAR KIT.
REMOVE (E) SIGNS AND POST
2" DIAMETER YELLOW RAISED PAVEMENT
MARKERS (BOTS' DOTS) AT 5' SPACING ON
(E) CENTERLINE PER DETAIL C, SHEET D1
317 LF
N
INSTALL 18" WIDE WHITE BICYCLE BUFFER WITH RAISED PAVEMENT
MARKERS WITH (E) BICYCLE LANE PER DETAIL B, SHEET D1, 332 LF
INSTALL 18" WIDE WHITE BICYCLE BUFFER WITH
RAISED PAVEMENT MARKERS WITH (E) BICYCLE LANE
PER DETAIL B, SHEET D1
320 LF
INSTALL 24" X 24" W8-6 "TRUCK
CROSSING" SIGN AND W16-9P "AHEAD"
SIGN ON (E) STREETLIGHT POLE WITH
STRAP & SADDLE BRACKET
INSTALL W1-8(L) "LEFT CHEVRON" SIGN ON (N)
PUNCH POST PER CITY STANDARD 7210.
REPLACE W1-8(L) "LEFT CHEVRON" SIGN ON (E)
PUNCH POST PER CITY STANDARD 7210
INSTALL W1-8(R) "RIGHT CHEVRON"
SIGN ON (N) PUNCH POST PER CITY
STANDARD 7210.
REPLACE W1-8(L) "LEFT CHEVRON" SIGN ON (E) PUNCH
POST PER CITY STANDARD 7210
REPLACE W1-8(R) "RIGHT CHEVRON" SIGN ON (E)
PUNCH POST PER CITY STD 7210
REPLACE W1-8(R) "RIGHT CHEVRON" SIGN ON (E)
PUNCH POST PER CITY STD 7210
REPLACE R26 (S) (CA) "NO STOPPING ANYTIME" SIGN
REMOVE (E) SIGNS AND INSTALL (N) W1-1a(L)(25)
"CURVE WARNING" SIGN AND R26(S)(CA) "NO STOPPING
ANY TIME" SIGN ON (E) POST. INSTALL FLASHING
YELLOW WARNING BEACON ON TOP OF SIGN POST,
CARMANAH R247-MX SERIES, WITH 30W SOLAR KIT.
REPLACE R26 (S) (CA) "NO STOPPING
ANYTIME" SIGN
REPLACE R26 (S) (CA) "NO STOPPING
ANYTIME" SIGN
6.
5
'
1.
5
'
10
.
5
'
10
.
5
'
1.
5
'
6'
SACRAMENTO
VI
A
E
S
T
E
B
A
N
CA
P
I
T
O
L
I
O
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
200+00 201+00 202+00 203+00 204+00
SE
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E
SH
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0
2
RED CURB 20 LFRED CURB 20'
INSTALL (N) R1-1 "STOP SIGN" AND (E) "CROSS TRAFFIC DOES
NOT STOP" PLAQUE ON (N) PUNCH POST. INSTALL STREET
NAME SIGNS PER CITY STD 7250 ON TOP OF (N) PUNCH POST
"STOP" LEGEND 22 SQFT, Typ.
REMOVE (E) SIGN AND PUNCH POST
6" MILL AND FILL
6" MILL AND FILL
12" WHITE 19 LF
REPLACE CURB RAMP
PER SHEET C6
RED CURB 20' FROM STOP BAR
REMOVE (E) SIGNS AND INSTALL (N) R26(CA) "NO PARKING ANY TIME" SIGN ON (E) PUNCH POST
REMOVE (E) SIGNS AND INSTALL (N) R26(CA) "NO PARKING ANY TIME" SIGN ON (E) PUNCH POST
RED CURB 50 LF
12" WHITE 88 LF
45° 20' O. C.
INSTALL R2-1 ON (N) PUNCH
POST
REPLACE CURB RAMP PER SHEET C7
REPLACE CURB RAMP PER SHEET C6
REMOVE (E) STREET NAME SIGNS AND (E) POST
REMOVE (E) R1-1 "STOP SIGN"
INSTALL (N) R1-1 "STOP SIGN" ON (N) PUNCH POST. INSTALL STREET
NAME SIGNS PER CITY STD 7250 ON TOP OF (N) PUNCH POST.REPLACE SSMH FRAME AND COVER PER ENG. STD. 6610
DETAIL 39
234 LF
REMOVE (E) R3-7R SIGN, INSTALL MODIFIED R10-15
SIGN ON SAME POST (SEE DETAIL D, SHEET D1)
REMOVE (E) R4-4 SIGN
AND PUNCH POST
CASE 2 BIKE LANE PER DETAIL E,
SHEET D1, 112 LF
REMOVE AND SALVAGE (E) SIGNS AND POST
CASE 2 BIKE LANE PER
DETAIL E, SHEET D1
100 LF
CASE 3 BIKE LANE PER DETAIL E,
SHEET D1, 77 LF
INSTALL R2-1 "25 MPH SPEED
LIMIT" SIGN ON (E) STREET LIGHT
POLE WITH STRAP & SADDLE
BRACKET
REPLACE CURB RAMP PER SHEET C6
REPLACE SSMH FRAME AND COVER
PER ENG. STD. 6610
N
DETAIL 22
328 LF
DETAIL 39
248 LF
DETAIL 27B
346 LFBIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
DETAIL 22, 44 LF
8'
6'6'
6'
10'
10'
S
S
3501
2000616
JUNE 2025
BN
WBH
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SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
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DATE:
CITY SPECIFICATION NO.
SA
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HMA SURFACE 6" DEPTH IN TWO LIFTS PER
DETAIL X, SHEET D202040
1" = 20'
HAI-L O N G Q. N
G
U
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E
N
No. C 84733
S
T
ATE OF CA L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
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C I V I L
LEGEND
HMA SURFACE 13.5" DEPTH PER DETAIL W, SHEET D2
CA
P
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SACRAMENTO
RI
C
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D
O
SD
S
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SD
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G
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204+00 205+00 206+00 207+00 208+00 209+00 210+00
MH
SE
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BE
L
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SH
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1
"STOP" LEGEND 22 SQFT, Typ.
12" WHITE 23 LF
6" MILL AND FILL
REMOVE (E) SIGNS AND 12' PUNCH POST. INSTALL (E) R2-1 "25 MPH SPEED
LIMIT" AND (N) R26(CA) "NO PARKING ANY TIME" SIGN ON (N) 14' PUNCH POST
REMOVE (E) SIGNS AND 12' PUNCH POST, INSTALL (N) RADAR SPEED
FEEDBACK SIGN (TRAFFICLOGIX EVOLUTION 12FM W/ SOLAR KIT) ON
(N) 14' PUNCH POST. INSTALL (N) R26(CA) "NO PARKING ANY TIME" SIGN
BELOW SPEED FEEDBACK SIGN ON SAME POST.RED CURB 20 LF FROM STOP BAR
INSTALL (N) R1-1 "STOP" AND STREET NAME SIGNS PER
CITY STD 7250 ON TOP OF (E) PUNCH POST.
REMOVE (E) SIGNS AND INSTALL
(N) R26(CA) "NO PARKING ANY
TIME" SIGN ON (E) PUNCH POST
REPLACE CURB RAMP PER SHEET C7
RED CURB 20' FROM STOP BAR
REMOVE SIGNS AND REPLACE PUNCH POST WITH 14'
PUNCH POST. REINSTALL (E) R81(CA) SIGN AND INSTALL
(N) R26(CA) "NO PARKING ANY TIME" SIGN
RED CURB 30 LF
12" WHITE 20 LF
REPLACE SSMH FRAME AND COVER
PER ENG. STD. 6610
PROTECT IN PLACE (E) 44"x72" ELLIPTICAL
CMP AND INLET
CASE 3 BIKE LANE PER
DETAIL E, SHEET D1, 87 LF
DETAIL 39
15 LF
CASE 2 BIKE LANE PER
DETAIL E, SHEET D1
100 LF
CASE 3 BIKE LANE PER
DETAIL E, SHEET D1
92 LF
CASE 3 BIKE LANE PER DETAIL E, SHEET D1, 77 LF
N
DETAIL 39
573 LFDETAIL 27B
698 LF
DETAIL 22
406 LF
DETAIL 39
312 LF BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
8'
6'
10'
10'
6'
S
S
SACRAMENTO
RI
C
A
R
D
O
MH MH
MH
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
S
D
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G
G
G
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G
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G
G
210+00 211+00 212+00 213+00 214+00 215+00
SE
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SH
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3
SE
E
MA
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L
I
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E
AB
O
V
E
REMOVE (E) SIGN AND PUNCH POST
REMOVE (E) SIGNS. INSTALL (N) RADAR SPEED
FEEDBACK SIGN (TRAFFICLOGIX EVOLUTION
12FM W/ SOLAR KIT) AND R2-1 "30 MPH SPEED
LIMIT" SIGN ON (E) STREET LIGHT POLE WITH
STRAP & SADDLE BRACKETS
12" WHITE 37 LF
45° 20' O.C.
12" WHITE 80 LF
45° 20' O. C.
REPLACE R26(CA) "NO PARKING
ANY TIME" SIGN
REPLACE R26(CA) "NO PARKING ANY TIME" SIGN
RED CURB 20' FROM STOP BAR
REPLACE SSMH FRAME AND COVER PER ENG.
STD. 6610
PROTECT IN PLACE (E) 30" HDPE
PROTECT IN PLACE (E)
24" HDPE
PROTECT IN PLACE (E) 24" HDPE
PROTECT IN PLACE (E)
17.7" HDPE
CASE 3 BIKE LANE PER DETAIL
E, SHEET D1
92 LF
CASE 2 BIKE LANE PER DETAIL E, SHEET D1
112 LF
DETAIL 39
364 LF
INSTALL R2-1 "35 MPH SPEED LIMIT" SIGN ON (E)
STREET LIGHT POLE WITH STRAP & SADDLE BRACKET
RED CURB 60 LF
RED CURB 100 LF
CASE 2 BIKE LANE PER
DETAIL E, SHEET D1
100 LF
INSTALL (N) STREET NAME SIGNS ON
(N) PUNCH POST PER CITY STD 7250
REPLACE CURB RAMP PER SHEET C6
N
DETAIL 22
1504 LF
DETAIL 39
662 LF
DETAIL 27B
368 LF
BIKE RIDER SYMBOL
2 SQFT, Typ.
BIKE ARROW
3.5 SQFT, Typ.
8.5'
6'
10'
10'
6'
S S
3502
2000616
JUNE 2025
BN
WBH
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REVISION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
SA
C
R
A
M
E
N
T
O
P
HMA SURFACE 6" DEPTH IN TWO LIFTS PER
DETAIL X, SHEET D202040
1" = 20'
HAI-L O N G Q. N
G
U
Y
E
N
No. C 84733
S
T
ATE OF CA L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
C I V I L
LEGEND
HMA SURFACE 13.5" DEPTH PER DETAIL W, SHEET D2
SACRAMENTO
IN
D
U
S
T
R
I
A
L
W
A
Y
G
G
G
G
G
G
G
G G G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
221+00
222+00 223+00
224+00
225+00
225+1
4
S
E
E
M
A
T
C
H
L
I
N
E
A
B
O
V
E
REMOVE AND SALVAGE (E) SIGNS AND
POST. INSTALL (E) STREET NAME SIGNS
ON (N) PUNCH POST
DETAIL 39
587 LF, Cont.
REMOVE AND SALVAGE (E) SIGNS AND POST. INSTALL (E) R26 (S) (CA) "NO
STOPPING ANYTIME" AND R81(CA) "BIKE LANE" SIGNS ON (N) PUNCH POST.
REPLACE R1-1 "STOP" SIGN ON (E) POST
RED CURB 6 LF
RED CURB 6 LF
NARROW BIKE LANE TO AVOID
VAULT EDGE
REPLACE CURB RAMP PER SHEET C7
REPLACE CROSS
GUTTER PER SHEET C6
RED CURB 20 LF FROM
STOP BAR
REPLACE CURB RAMP PER SHEET C7
CASE 2 BIKE LANE PER DETAIL
E, SHEET D1
88 LF
INSTALL R81(CA) "BIKE LANE" AND R81B(CA)
"END" SIGNS ON (N) 12' PUNCH POSTNARROW BIKE LANE TO AVOID
VAULT EDGE
BIKE BUFFER PER DETAIL A,
SHEET D1 742 LF, Cont.
BIKE BUFFER PER
DETAIL A, SHEET D1
590 LF, Cont.
N
12" WHITE 27.5 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
1504 LF, Cont.
BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
10'
5'
2'
10'
10'2'
5'
SACRAMENTO
MHSD
S
D
G G G G G G G G G G G G G G G G G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G G G G G G G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
215+00 216+00 217+00 218+00
219+00
220+0
0
221+
0
0
SE
E MA
T
C
H
L
I
N
E
BE
L
O
W
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
P
0
2
NARROW BIKE LANE TO AVOID
VAULT EDGE
REPLACE SSMH FRAME AND
COVER PER ENG. STD. 6610
REPLACE SSMH FRAME AND COVER PER ENG. STD. 6610
BIKE BUFFER PER
DETAIL A, SHEET D1
590 LF
CASE 3 BIKE LANE PER
DETAIL E, SHEET D1
42 LF
CASE 3 BIKE LANE PER
DETAIL E, SHEET D1
42 LF
DETAIL 39
662 LF, Cont.
BIKE BUFFER PER
DETAIL A, SHEET D1
742 LF
DETAIL 39
109 LF
N
DETAIL 39
587 LF
DETAIL 22
1504 LF, Cont.
DETAIL 27B
109 LF
9'
6'
10'
10'
10'10'10'10'
6'
8'
5'
2'
10'
10'2'
5'
S
S
3503
2000616
JUNE 2025
BN
WBH
KH
NGN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
REVISION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
SA
C
R
A
M
E
N
T
O
P
HMA SURFACE 13.5" DEPTH PER DETAIL W, SHEET D2
0 20 40
1" = 20'
HAI-L O N G Q. N
G
U
Y
E
N
No. C 84733
S
T
ATE OF CA L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
C I V I L
LEGEND
TetraTech D/W
Ed
n
a
B
l
d
g
s
D
/
W
Ma
r
i
g
o
l
d
C
e
n
t
e
r
De
l
i
v
e
r
y
D
/
W
Ma
r
i
g
o
l
d
C
e
n
t
e
r
Ma
i
n
D
/
W
PO
I
N
S
E
T
T
I
A
TANK FARM
MH
MH
304+00 305+00 306+00 307+00 308+00 309+00 310+00
MH
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
P
0
5
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
CASE 3 BIKE LANE PER
DETAIL E, SHEET D1 67 LF
HI-VIS
CROSSWALK
71 LF
REMOVE AND SALVAGE (E) SIGNS AND POST.
REINSTALL (E) SIGNS ON (N) PUNCH POST.
REMOVE AND SALVAGE
(E) SIGNS AND POST
REMOVE (E) SIGN AND PUNCH POST. INSTALL (N) STREET NAME SIGNS
ON TOP OF (N) PUNCH POST.
REMOVE (E) SIGNS AND PUNCH POST. INSTALL (N) R1-1
"STOP" SIGN AND STREET NAME SIGNS ON TOP OF (N)
PUNCH POST.
REMOVE (E) SIGNS AND PUNCH POST.
12" WHITE 4 LF
(EXTEND TO EDGE OF PAVEMENT)
DETAIL 29, 313 LF
6" YELLOW 45° 30' O.C. 813 LF
6" MILL AND FILL
6" MILL AND FILL
INSTALL CURB, RRFB AND (4) FLEX
POSTS PER DETAIL G, SHEET D1
INSTALL 18" x 18" R1-5 "YIELD HERE TO
PEDS" SIGN ON (N) PUNCH POST.
(N) RRFB AND SIGNS PER DETAIL H, SHEET D1 ON (N) PUNCH POST
CASE 1 BIKE LANE
PER DETAIL E,
SHEET D1, 18 LF
DETAIL 39, 11 LF. 6" WHITE 45° 5 LF
DETAIL 39, 9 LF
DETAIL 39, 40 LF. 6" WHITE 45° 8' O.C. 11 LF
DETAIL 39
13 LF
DETAIL 39, 12 LF. 6" WHITE 45° 5.5 LF
DETAIL 39, 40 LF. 6" WHITE 45° 8' O.C. 8.5 LF
CASE 2 BIKE LANE PER
DETAIL E, SHEET D1, 88 LF
RED CURB 20 LF
RED CURB 20 LF
RED CURB 20 LF
CASE 3 BIKE LANE PER DETAIL E, SHEET D1, 42 LF
DETAIL 38
80 LF
RED CURB 20 LF
CASE 2 BIKE LANE PER
DETAIL E, SHEET D1
124 LF
INSTALL (N) R7-9 "NO PARKING BIKE LANE" SIGN ON (E)
STREET LIGHT POLE
REMOVE (E) SIGNS AND POST
(N) RRFB EQUIPMENT AND SIGNS PER DETAIL H, SHEET D1 ON (N) STREET LIGHT POLE
INSTALL (18" x 18") R1-5 "YIELD HERE TO PED" SIGN ON (N) PUNCH POST
"STOP" LEGEND 22 SQFT, Typ.DETAIL 22, 50 LF
REMOVE (E) R1-1 SIGN AND POST. INSTALL MODIFIED RRFB AND (N) R1-1
SIGN ON (N) PUNCH POST PER DETAIL I, SHEET D1
DETAIL 22
50 LF
CASE 3 BIKE LANE PER DETAIL E, SHEET D1, 46 LF
CASE 2 BIKE LANE PER
DETAIL E, SHEET D1 76 LF
REMOVE AND SALVAGE (E) RRFB SYSTEM
AND DELIVER TO CITY CORP YARD AT 25
PRADO RD. INSTALL (N) R9-3 "NO PEDESTRIAN
CROSSING" AND R9-3BP(R) "USE
CROSSWALK" SIGNS ON (N) PUNCH POST.
DETAIL 29, 41 LF
DETAIL 22
60 LF
DETAIL 38
70 LF
6" WHITE 199 LF
45°, 5 O.C.
DETAIL 22
182 LF
REMOVE AND SALVAGE (E) RRFB SYSTEM AND DELIVER TO CITY CORP YARD AT 25 PRADO RD. INSTALL
(N) R9-3 "NO PEDESTRIAN CROSSING" AND R9-3BP(L) "USE CROSSWALK" SIGNS ON (E) PUNCH POST.
WHITE HI-VIS CROSSWALK 8' WIDTH 57 LF
WHITE HI-VIS CROSSWALK 8' WIDTH 56 LF
DAYLIGHTING BUFFERS PER DETAIL F, SHEET D1
DAYLIGHTING BUFFERS PER DETAIL F, SHEET D1
DETAIL 29, 40 LF
8" YELLOW 45°, 15'
O.C. 32 LF
BIKE BUFFER PER
DETAIL A, SHEET D1
222 LF CASE 2 BIKE LANE PER DETAIL E, SHEET D1, 100 LF
CASE 3 BIKE LANE PER
DETAIL E, SHEET D1 100 LF
CASE 1 BIKE LANE PER
DETAIL E, SHEET D1 125 LF
YIELD LINE PER CALTRANS
STD A24G, 18SQFT
YIELD LINE PER CALTRANS
STD A24G, 18SQFT
TYPE VI ARROW
42 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
CASE 1 BIKE LANE PER
DETAIL E, SHEET D1 219 LF
REPLACE CURB RAMP PER SHEET C3
REPLACE CURB RAMP PER SHEET C3
REPLACE CURB RAMP PER SHEET C3
REPLACE
CURB RAMP
PER SHEET C2REPLACE CURB RAMP PER SHEET C2
REPLACE CURB RAMP PER SHEET C1
REPLACE SSMH FRAME AND COVER PER ENG. STD. 6610
N
6'14'14'6'
56.5'
6'6'
71'
24' MIN.
50'
R10'
R10'
10.5'
11'
10.5'
10'
11'
10.5'
10.5'
10.25'
11'
10.5'
10.5'
11'
10.25'
14'14'
7.25'S
71
1
T
a
n
k
F
a
r
m
Te
t
r
a
T
e
c
h
D
/
W
Ed
n
a
B
l
d
g
s
D
/
W
TANK FARM
Ma
r
i
g
o
l
d
C
e
n
t
e
r
Ma
i
n
D
/
W
BR
O
A
D
300+00 301+00 302+00 303+00 304+00
SEE
MATCHLINE
SHEET S11
SE
E
M
A
T
C
H
L
I
N
E
SH
E
E
T
S
1
3
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
REMOVE (E) CONFLICTING STRIPING
12" WHITE 32 LF
REMOVE AND SALVAGE (E) SIGNS
AND POST. REINSTALL (E) R1-1
"STOP SIGN" ON (N) PUNCH POST.
REMOVE AND SALVAGE (E) SIGNS AND POST. REINSTALL (E) STREET
NAME SIGNS ON TOP OF (N) PUNCH POST.
"STOP" LEGEND 22 SQFT, Typ.
12" WHITE 22 LF
REMOVE (E)
BOTS DOTS, Typ.
DETAIL 40A
99 LF
DETAIL 40A
91 LF
DETAIL 40A
106 LF
DETAIL 40A
92 LF
CASE 3 BIKE LANE PER
DETAIL E, SHEET D1 62 LF
INSTALL (N) FLUORESCENT YELLOW/GREEN W11-2
PEDESTRIAN WARNING SIGN AND (E) NO PARKING
BIKE LANE SIGN ON (E) STREET LIGHT POLE.
DETAIL 32
287 LF
DETAIL 9
348 LF
DETAIL 22
177 LFDETAIL 38
116 LF
DETAIL 38
116 LF
CASE 3 BIKE LANE PER
DETAIL E, SHEET D1 76 LF
BIKE BUFFER PER
DETAIL A, SHEET D1
122 LF
DETAIL 9
108 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE I 10' ARROW 14 SQFT, Typ.
TYPE VII ARROW 27 SQFT, Typ.
TYPE VI ARROW
42 SQFT, Typ.
CASE 2 BIKE LANE PER DETAIL E,
SHEET D1 148 LF
12" WHITE CROSSWALK
114 LF
12" WHITE CROSSWALK
67 LF12" WHITE CROSSWALK
99 LF
12" WHITE
CROSSWALK
94 LF
CASE 1 BIKE LANE PER
DETAIL E, SHEET D1 120 LF
CASE 1 BIKE LANE PER DETAIL
E, SHEET D1 201 LF
CASE 1 BIKE LANE PER DETAIL
E, SHEET D1 160 LF
INSTALL W4-2 "RIGHT LANE ENDS, MERGE
LEFT" SIGN ON (N) PUNCH POST.
INSTALL W9-1 "RIGHT LANE
ENDS" SIGN ON (N) PUNCH
POST.
REMOVE AND SALVAGE (E) SIGNS AND POLE. REINSTALL (E) R7-9 "NO
PARKING BIKE LANE" SIGN AND INSTALL (N) MODIFIED R10-15 "RIGHT TURN
YIELD TO PEDS/BIKES" SIGN (DETAIL D, SHEET D1) ON (N) PUNCH POST REPLACE CURB RAMP PER SHEET C1
REPLACE CURB RAMP PER SHEET C1
REPLACE CURB RAMP PER SHEET C1
REPLACE SSMH FRAME AND COVER PER ENG. STD. 6610
N
235' MERGE TAPER
5.5'
10.5'
10.25'
11.25'
16.25'
4.5'
5.5'
5.5'
10.5'
10.25'
11'
10.25'
10.5'
5.5'
S
3504
2000616
JUNE 2025
BN
WBH
KH
NGN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
REVISION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
TA
N
K
F
A
R
M
P
FDR 16" and HMA SURFACE 8.5" DEPTH PER DETAIL Y, SHEET D2
0 20 40
1" = 20'
HAI-L O N G Q. N
G
U
Y
E
N
No. C 84733
S
T
ATE OF CA L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
C I V I L
LEGEND
HMA SURFACE 6" DEPTH IN TWO LIFTS PER
DETAIL X, SHEET D2
TANK FARM
310+00
311+00
312+00
313+00
314
+
0
0
SE
E MA
T
C
H
L
I
N
E
BE
L
O
W
S
E
E
M
A
T
C
H
L
I
N
E
S
H
E
E
T
P
0
4
BIKE BUFFER PER DETAIL A,
SHEET D1, 922 LF
DETAIL 29
313 LF
8" YELLOW
45° 30' O.C.
813 LF, Cont.
REMOVE (E) SIGNS AND POST.
INSTALL (N) R7-9 "NO PARKING BIKE
LANE" SIGN ON (N) PUNCH POST
CASE 1 BIKE LANE
PER DETAIL E,
SHEET D1, 18 LF
CASE 1 BIKE LANE PER
DETAIL E, SHEET D1, 18 LF
INSTALL (N) RADAR SPEED FEEDBACK SIGN
(TRAFFICLOGIX EVOLUTION 12FM W/ SOLAR KIT)
AND R2-1 SIGN ON (N) PUNCH POST
REMOVE (E) SIGNS AND POST.
INSTALL (N) R7-9 "NO PARKING BIKE
LANE" SIGN ON (N) PUNCH POST.
REMOVE (E) SIGNS AND POST. INSTALL (N) R7-9 "NO
PARKING BIKE LANE" SIGN ON (N) PUNCH POST
REMOVE (E) SIGNS AND POST. INSTALL (N) R7-9 "NO
PARKING BIKE LANE" SIGN ON (N) PUNCH POST
REMOVE (E) SIGN. INSTALL ADVANCED WARNING
RRFB ON (E) PUNCH POST PER DETAIL J, SHEET D1
REPLACE R7-9 "NO PARKING
BIKE LANE" SIGN
REMOVE (E) SIGNS AND POST, INSTALL
(N) R7-9 "NO PARKING BIKE LANE" SIGN
ON (N) PUNCH POST REPLACE SSMH FRAME AND COVER PER ENG. STD. 6610
N
8'
6'
11'
14'
11'
6'
8'
8'
6'
11'
14'
11'
6'
8'S
S
BIKE BUFFER PER DETAIL A,
SHEET D1, 723 LF
HO
L
L
Y
H
O
C
K
TANK FARM
314+00 315+00 316+00 317+00 318+00
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
P
0
6
CASE 1 BIKE LANE PER
DETAIL E, SHEET D1, 18 LF
REMOVE (E) SIGNS AND POST. INSTALL
(N) R7-9 "NO PARKING BIKE LANE" SIGN
ON (N) PUNCH POST
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 22, 50 LF
RED CURB
20 LF
REMOVE (E) SIGNS AND PUNCH POST. INSTALL (N) R1-1 "STOP"
SIGN AND STREET NAME SIGNS ON TOP OF (N) PUNCH POST.
REMOVE (E) SIGN AND PUNCH POST
BIKE BUFFER PER
DETAIL A, SHEET D1, 922
LF, Cont.
DETAIL 29
313 LF
8" YELLOW
45° 30' O.C.
813 LF, Cont.
6" MILL AND FILL
CASE 1 BIKE LANE
PER DETAIL E,
SHEET D1, 18 LF
RED CURB 20 LF
REPLACE R7-9 "NO PARKING BIKE LANE" SIGN
REMOVE (E) WOODEN POST AND SIGNS.
INSTALL (N) R7-9 "NO PARKING BIKE LANE"
SIGN ON (N) PUNCH POST.
DETAIL 38
85 LF
WHITE HI-VIS CROSSWALK 8' WIDTH 57 LF
CASE 2 BIKE LANE PER
DETAIL E, SHEET D1, 148 LF
CASE 3 BIKE LANE PER
DETAIL E, SHEET D1
67 LF
INSTALL (FLOURESCENT YELLOW/GREEN)
W11-2 & W16-9P "PEDESTRIAN CROSSING
AHEAD WARNING" SIGNS ON (N) PUNCH POST
DETAIL 29
313 LF
8" YELLOW
45° 10' O.C.
152 LF
TYPE VI ARROW
42 SQFT, Typ.
DETAIL 38
70 LF
"STOP" LEGEND
22 SQFT, Typ.
CASE 1 BIKE LANE PER
DETAIL E, SHEET D1
18 LF
REPLACE CURB RAMP PER SHEET C2
REPLACE CURB RAMP PER SHEET C2
(E) BRIDGEREPLACE SSMH FRAME AND
COVER PER ENG. STD. 6610
REPLACE SSMH FRAME AND
COVER PER ENG. STD. 6610
N
14'
11'
3'10.5'
11'
6'
8'
8'
6'
11'
14'
11'
6'
8'
8'
6'
11'
10.5'3'
11'
6'
8'
28.5'
S S
20'20'
3505
2000616
JUNE 2025
BN
WBH
KH
NGN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
REVISION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
TA
N
K
F
A
R
M
P
HMA SURFACE 6" DEPTH IN TWO LIFTS PER
DETAIL X, SHEET D202040
1" = 20'
HAI-L O N G Q. N
G
U
Y
E
N
No. C 84733
S
T
ATE OF CA L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
C I V I L
LEGEND
FDR 16" and HMA SURFACE 8.5" DEPTH PER DETAIL Y, SHEET D2
MO
R
N
I
N
G
GL
O
R
Y
SU
N
R
O
S
E
MH
319+00 320+00 321+00 322+00
323+00
MH
S
E
E
M
A
T
C
H
L
I
N
E
B
E
L
O
W
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
P
0
5
RED CURB 20 LF
RED CURB 20 LFREMOVE (E) CONFLICTING STRIPING
YIELD LINE PER
CALTRANS STD
A24G, 18SQFT
DETAIL 38, 85 LF
WHITE HI-VIS CROSSWALK 63 LF
BIKE BUFFER PER
DETAIL A SHEET D1
149 LF
REMOVE (E) SIGNS AND PUNCH POST. INSTALL (N) R1-1 "STOP" SIGN
AND STREET NAME SIGNS ON TOP OF (N) PUNCH POST.
REMOVE (E) SIGN AND PUNCH POST. SALVAGE STREET NAME SIGNS
REMOVE (E) SIGNS AND PUNCH POST. INSTALL (N) R1-1 "STOP"
SIGN AND STREET NAME SIGNS ON TOP OF (N) PUNCH POST.
REMOVE (E) SIGN AND PUNCH POST
6" MILL AND FILL
DETAIL 29
610 LF
8" YELLOW
45° 10' O.C.
333 LF
CASE 1 BIKE LANE PER DETAIL E,
SHEET D1, 18 LF
CASE 1 BIKE LANE PER
DETAIL E, SHEET D1, 18 LF
INSTALL CURB, RRFB AND (4) FLEX
POSTS PER DETAIL G, SHEET D1
REPLACE R7-9 "NO
PARKING BIKE LANE" SIGN
REMOVE (E) SIGN AND INSTALL
W2-6 "ROUNDABOUT WARNING
SIGN" AND W16-9P "AHEAD" SIGN
BELOW W2-6 ON (E) PUNCH POST.
BIKE BUFFER PER
DETAIL A SHEET D1
685 LF
DETAIL 38, 85 LF
BIKE BUFFER PER
DETAIL A SHEET D1
657 LF
REPLACE R7-9
"NO PARKING
BIKE LANE" SIGN
REMOVE (E) SIGNS
AND POST. INSTALL
(18" x 18") R1-5 "YIELD
HERE TO PED" SIGN
ON (N) PUNCH POST.
INSTALL (18" x 18") R1-5 "YIELD HERE TO PED"
SIGN ON (N) PUNCH POST
INSTALL (N) STREETLIGHT AND INSTALL RRFB PER
DETAIL H, SHEET D1 ON (N) STREET LIGHT POLE
INSTALL RRFB PER
DETAIL H, SHEET D1
DETAIL 22, 50 LF
INSTALL (N) RADAR SPEED FEEDBACK SIGN
(TRAFFICLOGIX EVOLUTION 12FM W/ SOLAR
KIT) AND R2-1 "35 MPH SPEED LIMIT" SIGN
ON (E) STREET LIGHT POLE WITH STRAP &
SADDLE BRACKETS
DETAIL 22, 60 LF
"STOP" LEGEND 22 SQFT, Typ.
DAYLIGHTING BUFFER PER DETAIL F, SHEET D1
CASE 3 BIKE LANE PER DETAIL E,
SHEET D1, 77 LF
CASE 3 BIKE LANE PER
DETAIL E, SHEET D1, 60 LF
CASE 2 BIKE LANE PER
DETAIL E, SHEET D1, 112 LF
CASE 2 BIKE LANE PER
DETAIL E, SHEET D1
88 LF
WHITE HI-VIS CROSSWALK 8' WIDTH 57 LF
WHITE HI-VIS CROSSWALK 8' WIDTH 57 LF
DAYLIGHTING BUFFER PER DETAIL F, SHEET D1
TYPE IV ARROW 15 SQFT, Typ.
YIELD LINE PER CALTRANS
STD A24G, 18SQFT
REPLACE CURB RAMP PER SHEET C4
REPLACE CURB RAMP PER SHEET C4 REPLACE CURB RAMP PER SHEET C4
REPLACE CURB RAMP PER SHEET C4
N
85.5'
24' MIN
15'
11'
6'
8'
6'
4.5'
11'
7'
11'
11.5'
14'
11.5'12'
8'
5'
11'
8'
10'
11'
11'
5'14.5'15'5'
28.5'
50'
TANK FARM
MH
MH
323+0
0
324+00
325+00
326+00
327+00
327+96
S
E
E
M
A
T
C
H
L
I
N
E
S
H
E
E
T
P
0
7
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
REMOVE (E)
CONFLICTING
STRIPING
CASE 1 BIKE LANE PER
DETAIL E, SHEET D1, 18 LF
CASE 1 BIKE LANE PER
DETAIL E, SHEET D1, 18 LF
DETAIL 29
610 LF
8" YELLOW
45° 10' O.C.
333 LF
INSTALL (N) R2-1 "35 MPH
SPEED LIMIT" SIGN ON (E)
STREET LIGHT POLE WITH
STRAP & SADDLE BRACKETS
INSTALL (2) R9-3 "NO PEDESTRIAN CROSSING" AND (2)
R9-3BP "USE CROSSWALK" SIGNS BACK TO BACK WITH
ARROWS POINTING EAST ON (N) PUNCH POST.
INSTALL (2) R9-3 "NO PEDESTRIAN CROSSING"
AND (2) R9-3BP "USE CROSSWALK" SIGNS
BACK TO BACK WITH ARROWS POINTING
WEST ON (N) PUNCH POST.
INSTALL (N) FLASHING YELLOW WARNING
BEACON (CARMANAH R247-MX SERIES WITH 30W
SOLAR KIT) ON TOP OF (E) PUNCH POST, ABOVE
(E) ROUNDABOUT WARNING SIGN. INSTALL (E)
W13-1P 15 MPH SPEED ADVISORY PLAQUE
BELOW (E) ROUNDABOUT WARNING SIGN.
REMOVE AND SALVAGE (E) SIGNS. REINSTALL
(E) W13-1P 15 MPH SPEED ADVISORY PLAQUE
200 FEET TO THE EAST AS SHOWN.
REMOVE (E) SIGNS AND POST.
INSTALL (N) R7-9 "NO PARKING BIKE
LANE" SIGN ON (N) PUNCH POST.
INSTALL YELLOW CURB PAINT W/ RETROREFLECTIVE
BEADS ON MEDIAN NOSES FROM BCR TO ECR AND
REPLACE YELLOW REFLECTORS
INSTALL (N) TYPE 1 (OM1-3) OBJECT
MARKERS ON MEDIAN NOSES BELOW
(E) R4-7 SIGN ON THE SAME POST
INSTALL YELLOW CURB PAINT W/
RETROREFLECTIVE BEADS ON MEDIAN
NOSES FROM BCR TO ECR AND
REPLACE YELLOW REFLECTORS
INSTALL (N) TYPE 1 (OM1-3) OBJECT
MARKERS ON MEDIAN NOSES BELOW
(E) R4-7 SIGN ON THE SAME POST
INSTALL YELLOW CURB PAINT W/ RETROREFLECTIVE
BEADS ON MEDIAN NOSES FROM BCR TO ECR AND
REPLACE YELLOW REFLECTORS
INSTALL (N) TYPE 1 (OM1-3) OBJECT
MARKERS ON MEDIAN NOSES BELOW
(E) R4-7 SIGN ON THE SAME POST
BIKE BUFFER PER
DETAIL A SHEET D1
685 LF, Cont.
BIKE BUFFER PER
DETAIL A SHEET D1
657 LF, Cont.
UPRR BRIDGE
ABOVE
REMOVE (E) SIGN. INSTALL
ADVANCED WARNING RRFB
PER DETAIL J, SHEET D1 ON
(E) STREET LIGHT POLE WITH
STRAP & SADDLE BRACKETS.
N
REPLACE SSMH FRAME AND COVER PER ENG. STD. 6610
REPLACE SSMH FRAME AND
COVER PER ENG. STD. 6610
11'
11'
8'
6'
11'
14.5'
11'
6'
8'
8'
6'
13'
8'
6'
11'
11'
6'
8'
15'
11'
6'
8'
S
S
3506
2000616
JUNE 2025
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REVISION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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DATE:
CITY SPECIFICATION NO.
TA
N
K
F
A
R
M
P
FDR 16" and HMA SURFACE 8.5" DEPTH PER DETAIL Y, SHEET D2
0 20 40
1" = 20'
HAI-L O N G Q. N
G
U
Y
E
N
No. C 84733
S
T
ATE OF CA L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
C I V I L
LEGEND
HMA SURFACE 6" DEPTH IN TWO LIFTS PER
DETAIL X, SHEET D2
TANK FARM
400+00
S
E
E
M
A
T
C
H
L
I
N
E
L
E
F
T
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
REMOVE (E)
CONFLICTING
STRIPING
INSTALL (N) FLASHING YELLOW WARNING
BEACON (CARMANAH R247-MX SERIES WITH 30W
SOLAR KIT) ON TOP OF (E) PUNCH POST, ABOVE
(E) ROUNDABOUT WARNING SIGN.
BIKE BUFFER PER
DETAIL A SHEET D1
473 LF
N
10.5'1.5'
6.5'
6.5'
1.5'10.5'
12.5'
11'2.5'
5.5'
TANK FARM
BR
O
O
K
P
I
N
E
400+00 401+00 402+00 403+00 404+00 405+00
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
P
0
8
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
REMOVE (E) SIGN AND PUNCH POST
REMOVE (E) SIGNS AND
POST. INSTALL (N) R7-9
"NO PARKING BIKE LANE"
SIGN ON (N) PUNCH POST
REMOVE (E) SIGN AND PUNCH POST
REMOVE (E) SIGNS AND PUNCH POST. INSTALL (N)
R1-1 "STOP" SIGN AND STREET NAME SIGNS ON
TOP OF (N) PUNCH POST.
DETAIL 22
85 LF
DETAIL 38
85 LF
6" MILL AND FILL
RED CURB 20 LFRED CURB 20 LF
BIKE BUFFER PER
DETAIL A SHEET D1
1341 LF
CASE 2 BIKE LANE PER
DETAIL E, SHEET D1
76 LF
CASE 3 BIKE LANE PER
DETAIL E, SHEET D1
92 LF
REPLACE R7-9 "NO PARKING BIKE LANE" SIGN
DETAIL 29, 452 LF
8" YELLOW 262 LF
45°, 10' O.C.
DETAIL 22, 50 LF
HI-VIS CROSSWALK
8' WIDTH 63 LF
REPLACE W11-2
PEDESTRIAN CROSSING
SIGN IN FLUORESCENT
YELLOW/GREEN
CASE 1 BIKE LANE PER
DETAIL E, SHEET D1, 18 LF
BIKE BUFFER PER
DETAIL A SHEET D1
473 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
"STOP" LEGEND 22 SQFT, Typ.
N
REPLACE CURB RAMP PER SHEET C5REPLACE CURB RAMP PER SHEET C5
12.5'
11'
5.5'7'
2.5'11'
14'
11.5'
6'
85.5'
85'
7'
2.5'11'
10.5'
11'
2.5'7'7'2.5'
11'
10.5'
11'2.5'
7'
20'20'
CASE 1 BIKE LANE PER
DETAIL E, SHEET D1, 18 LF
R
I
G
H
E
T
T
I
R
A
N
C
H
TANK FA
R
M
S
E
E
M
A
T
C
H
L
I
N
E
S
H
E
E
T
P
0
6
SE
E
MA
T
C
H
L
I
N
E
RI
G
H
T
REMOVE (E)
CONFLICTING
STRIPING
REMOVE (E)
CONFLICTING STRIPING
REMOVE (E)
CONFLICTING
STRIPING
6" YELLOW 207 LF
12" YELLOW WITH DOTS
DETAIL A THIS SHEET
45° 10' O.C. 82 LF
6" YELLOW 27 LF
8" YELLOW 45°, 10' O.C. 8 LF
(3) 36" YELLOW FLEX POSTS,
PEXCO CITY POST EAC MOUNT
W/ 2 YELLOW WRAPS
REMOVE (E) SIGNS
AND POSTS
REMOVE (E)
SIGNS AND POSTS
6" YELLOW 27 LF
8" YELLOW 45°, 10' O.C. 8 LF
(3) 36" YELLOW FLEX POSTS,
PEXCO CITY POST EAC MOUNT
W/ 2 YELLOW WRAPS
INSTALL (N) R6-4 ROUNDABOUT
DIRECTION CHEVRON ON (N)
PUNCH POST
REMOVE (E)
SIGNS AND POSTS
INSTALL (N) FLUORESCENT YELLOW/GREEN W11-2
"PEDESTRIAN CROSSING" AND W16-7P "DOWNWARDS
DIAGONAL ARROW" SIGNS ON (N) PUNCH POST
(4) LOCATIONS
INSTALL RRFB ON (E) STREET LIGHT
POLE PER DETAIL K, SHEET D1
INSTALL RRFB ON (N) PUNCH
POST PER DETAIL L, SHEET D1
INSTALL RRFB ON (N)
PUNCH POST PER
DETAIL K, SHEET D1
INSTALL RRFB ON (N)
PUNCH POST PER
DETAIL K, SHEET D1
INSTALL RRFB ON (N)
PUNCH POST PER
DETAIL L, SHEET D1
INSTALL RRFB ON (N)
PUNCH POST PER
DETAIL K, SHEET D1
N
3'
3507
2000616
JUNE 2025
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SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
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PR
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DATE:
CITY SPECIFICATION NO.
TA
N
K
F
A
R
M
P
HMA SURFACE 6" DEPTH IN TWO LIFTS PER
DETAIL X, SHEET D202040
1" = 20'
HAI-L O N G Q. N
G
U
Y
E
N
No. C 84733
S
T
ATE OF CA L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
C I V I L
LEGEND
FDR 16" and HMA SURFACE 8.5" DEPTH PER DETAIL Y, SHEET D2
12" YELLOW STRIPE
DETAIL A - 12" YELLOW WITH DOTS
2" YELLOW
BOTS DOTS
2"
4"
2"
12"
12"
TANK FARM
406+00
407+00
408+00
409+00
410+00
411+00
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
P
0
7
CASE 1 BIKE LANE PER
DETAIL E, SHEET D1, 18 LF
CASE 1 BIKE LANE PER
DETAIL E, SHEET D1, 18 LF
REMOVE (E) SIGNS AND POST.
INSTALL (N) R7-9 "NO PARKING BIKE
LANE" SIGN ON (N) PUNCH POST
REMOVE (E) SIGNS AND POST.
INSTALL (N) R7-9 "NO PARKING BIKE
LANE" SIGN ON (N) PUNCH POST
REPLACE R7-9 "NO PARKING BIKE LANE" SIGN DETAIL 29, 939 LF
8" YELLOW 440 LF
45°, 10' O.C.
BIKE BUFFER PER
DETAIL A SHEET D1
918 LF
BIKE BUFFER PER
DETAIL A SHEET D1
1341 LF, Cont.
INSTALL (N) RADAR SPEED FEEDBACK SIGN
(TRAFFICLOGIX EVOLUTION 12FM W/ SOLAR KIT) AND
R2-1 "40 MPH SPEED LIMIT" SIGN ON (E) STREET LIGHT
POLE WITH STRAP & SADDLE BRACKETS.
INSTALL (N) RADAR SPEED FEEDBACK SIGN (TRAFFICLOGIX
EVOLUTION 12FM W/ SOLAR KIT) AND R2-1 "40 MPH SPEED LIMIT"
SIGN ON (N) PUNCH POST.
N
85.5'
85'
7'
2.5'11'
10.5'
11'
2.5'7'
TANK FARM
WA
V
E
R
T
R
E
E
412+00
413+00
414+00
415+00
415+94
MH
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
REMOVE (E) SIGNS AND POST.
INSTALL (N) R7-9 "NO PARKING BIKE
LANE" SIGN ON (N) PUNCH POST
REMOVE (E) SIGNS AND POST.
INSTALL (N) R7-9 "NO PARKING BIKE
LANE" SIGN ON (N) PUNCH POST
6" MILL AND FILL
REMOVE (E) SIGN AND PUNCH POST
REPLACE R7-9 "NO PARKING
BIKE LANE" SIGN
REMOVE (E) SIGNS AND PUNCH POST. INSTALL (N) R1-1 "STOP" SIGN
AND STREET NAME SIGNS ON TOP OF (N) PUNCH POST.
REPLACE R7-9 "NO PARKING
BIKE LANE" SIGN
RED CURB 169 LF
DETAIL 39, 5.5 LF
DETAIL 22, 5.5 LF
DETAIL 38, 5.5 LFCASE 2 BIKE LANE PER
DETAIL E, SHEET D1
172 LF
DETAIL 22, 50 LF
CASE 2 BIKE LANE PER
DETAIL E, SHEET D1
88 LF
CASE 3 BIKE LANE PER
DETAIL E, SHEET D1
62 LF
HI-VIS CROSSWALK 8' WIDTH 58 LF
DETAIL 29, 939 LF
8" YELLOW 440 LF
45°, 10' O.C., Cont.
CASE 1 BIKE LANE PER
DETAIL E, SHEET D1, 18 LF
RED CURB 20 LF
RED CURB 20 LF
BIKE BUFFER PER
DETAIL A SHEET D1
918 LF, Cont.
BIKE BUFFER PER
DETAIL A SHEET D1
1341 LF, Cont.
"STOP" LEGEND
22 SQFT, Typ.
N
REPLACE CURB RAMP PER SHEET C5
REPLACE CURB RAMP PER SHEET C5
7'
2.5'11'
11'
11'
2.5'7'
18'18'
3508
2000616
JUNE 2025
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REVISION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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PR
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DATE:
CITY SPECIFICATION NO.
TA
N
K
F
A
R
M
P
FDR 16" and HMA SURFACE 8.5" DEPTH PER DETAIL Y, SHEET D2
0 20 40
1" = 20'
HAI-L O N G Q. N
G
U
Y
E
N
No. C 84733
S
T
ATE OF CA L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
C I V I L
LEGEND
HMA SURFACE 6" DEPTH IN TWO LIFTS PER
DETAIL X, SHEET D2
ORCUTT
S
P
A
N
I
S
H
O
A
K
S
SD
SD
SD
SD
SD
SD
SD
SD
G
500+00
501+00
502+00
503+00
504+00
505+0
0
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
(3) 36" WHITE FLEX POSTS, PEXCO CITY
POST EAC MOUNT W/ 2 YELLOW WRAPS
REPLACE CURB RAMP PER SHEET C5
SEE DETAIL A
THIS SHEET
REPLACE CALTRANS HMA DIKE
295 LF
REPLACE CALTRANS HMA DIKE
156 LF
PROTECT IN PLACE (E) CONCRETE 20'x5' ARCH CULVERT
DETAIL 39
1838 LF
DETAIL 39
1864 LF
DETAIL 29
183 LF
DETAIL 22
142 LF
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 38
112 LF
DETAIL 24
38 LF
N
BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
3'
5'
9.5'
12.5'
12'
5'
6'
12'
6'
10'
5'
DETAIL A - HMA DIKE OPENING SECTION A-A
A
A
HMAHMA DIKE (TYPE A)
PER CALTRANS STD. A87B
HMA DIKE (TYPE A)
PER CALTRANS STD. A87B
O O O O O O O O
O
O
O
O
O
ORCUTT
505+00
506+00 507+00
508+00
509+0
0
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
P
1
0
S
E
E
M
A
T
C
H
L
I
N
E
A
B
O
V
E
(E) PROPERTY FENCE
SEE DETAIL A
THIS SHEET
REPLACE CALTRANS HMA DIKE
757 LF
BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
DETAIL 22
1524 LF
DETAIL 39
1838 LF, Cont.
DETAIL 39
1864 LF, Cont.
N
7'
12'
12'
9.5'
REGRADE, RECOMPACT AND INSTALL
JUTE NETTING TO STABLIZE THIS
SLOPE PER DETAIL B, SHEET P10
5,366 SQFT
3509
2000616
JUNE 2025
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REVISION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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T
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I
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PR
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:
DATE:
CITY SPECIFICATION NO.
AD
D
.
A
L
T
.
A
O
R
C
U
T
T
P
HMA SURFACE 8.5" DEPTH PER DETAIL Z, SHEET D2
0 20 40
1" = 20'
HAI-L O N G Q. N
G
U
Y
E
N
No. C 84733
S
T
ATE OF CA L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
C I V I L
LEGEND
O O O O O O O O O O O O O O O O O O O O O O O O O O
ORCUTT
509+00 510+00 511+00 512+00 513+00 514+00
S
E
E
M
A
T
C
H
L
I
N
E
S
H
E
E
T
P
0
9
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
2' WIDE VEGETATED SWALE
PER DETAIL B THIS SHEET
(E) PROPERTY FENCE
REPLACE CALTRANS HMA DIKE
757 LF, Cont.
REPLACE CALTRANS
HMA DIKE 847 LF
REGRADE, RECOMPACT AND INSTALL JUTE NETTING
TO STABLIZE THIS SLOPE PER DETAIL B, THIS SHEET
5,366 SQFT
BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
DETAIL 22
1524 LF, Cont.
DETAIL 39
1838 LF, Cont.
DETAIL 39
1864 LF, Cont.
N
9'
12'
12'
9.5'
15' MAX.
DETAIL B - VEGETATED SWALE
JUTE NETTING TO BE
INSTALLED OVER THE
LIMITS OF GRADING
2:1
M
A
X
2:12:1
HMA DIKE
LIMITS OF
GRADING
2'
CI
T
Y
L
I
M
I
T
S
519+33
514+00 515+00 516+00 517+00 518+00 519+00
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
INSTALL R81(CA) "BIKE LANE" AND R81B(CA)
"END" SIGNS ON (N) PUNCH POST
INSTALL R81(CA) "BIKE LANE" AND R81A(CA)
"BEGIN" SIGNS ON (N) PUNCH POST
BIKE RIDER SYMBOL 2 SQFT, Typ.
BIKE ARROW 3.5 SQFT, Typ.
REPLACE CALTRANS HMA DIKE
599 LF
REPLACE CALTRANS HMA DIKE
278 LFREPLACE CALTRANS HMA DIKE
747 LF, Cont.MATCH (E) STRIPING
DETAIL 22
1524 LF, Cont.
DETAIL 39
1838 LF, Cont.
DETAIL 39
1864 LF, Cont.
N
8.5'
12'
12'
8.5'
3510
2000616
JUNE 2025
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WBH
KH
NGN
20
2
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P
A
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I
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G
P
R
O
J
E
C
T
REVISION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
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T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
AD
D
.
A
L
T
.
A
O
R
C
U
T
T
P
HMA SURFACE 8.5" DEPTH PER DETAIL Z, SHEET D2
0 20 40
1" = 20'
HAI-L O N G Q. N
G
U
Y
E
N
No. C 84733
S
T
ATE OF CA L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
C I V I L
LEGEND
CA
L
L
E
J
O
A
Q
U
I
N
C
A
L
L
E
J
O
A
Q
U
I
N
M
O
T
E
L
6
D
/
W
CALLE JOAQUIN
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
100+00 101+00 102+00 103+00
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
REPLACE R26(S)(CA) "NO STOPPING
ANY TIME" SIGN
REPLACE (3) W1-8(L) "LEFT CHEVRON" SIGNS
REPLACE R26(S)(CA) "NO
STOPPING ANY TIME" SIGN
DOUBLE 5'x5' R.C.B.
DETAIL 39
1963 LF
DETAIL 39
1856 LF
DETAIL 22
1992 LF
REPLACE (3) W1-8(L) "LEFT CHEVRON" SIGNS
REPLACE W14-1 "DEAD END" SIGN.
N
2.5'
12'
12'
2.5'
CALLE JOA
Q
U
I
N
SD
SD
104+00
105+00
106+00 107+00
108
+
0
0
1
0
9
+
0
0
S
E
E
M
A
T
C
H
L
I
N
E
A
B
O
V
E
SE
EMA
T
C
H
L
I
N
E
SH
E
E
T
P
1
2
CALTRANS HMA DIKE
1304 LF
CONTRACTOR TO TAKE PRECUATIONS
TO AVOID DAMAGING THE CULVERT
DURING GRINDING OPERATIONS
(E) 6'x7' R.C.B.
PROTECT IN PLACE HEADWALL
DETAIL 39
1963 LF, Cont.
DETAIL 39
1856 LF, Cont.
REPLACE R26(S)(CA) "NO STOPPING ANY
TIME" SIGN ON (E) POST
REPLACE R26(S)(CA) "NO STOPPING ANY
TIME" SIGN ON (E) POST
REPLACE R26(S)(CA) "NO STOPPING ANY
TIME" SIGN ON (E) POST
N
DETAIL 22
1992 LF, Cont.
3'
12'
12'
3'
3511
2000616
JUNE 2025
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WBH
KH
NGN
20
2
5
P
A
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P
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O
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E
C
T
REVISION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
AD
D
.
A
L
T
.
B
C
A
L
L
E
J
O
A
Q
U
I
N
P
HMA SURFACE 6" DEPTH IN TWO LIFTS PER
DETAIL X, SHEET D202040
1" = 20'
HAI-L O N G Q. N
G
U
Y
E
N
No. C 84733
S
T
ATE OF CA L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
N
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C I V I L
LEGEND
CALLE
J
O
A
Q
U
I
N
109+00
110+0
0
111+00 112+00
113+
0
0
114
+
0
0
S
E
E
M
A
T
C
H
L
I
N
E
B
E
L
O
W
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
P
1
1
CALTRANS HMA DIKE
1304 LF, Cont.
DETAIL 39
1963 LF, Cont.
DETAIL 39
1856 LF, Cont.
REPLACE (E) ROAD EDGE DELINEATORS WITH (N)
DELINEATORS (CLASS 1, TYPE E ) PER CALTRANS
STD PLN A73C SPACED 50 O.C., Typ.
REPLACE R26(S)(CA) "NO STOPPING
ANY TIME" SIGN ON (E) POST
REPLACE R26(S)(CA) "NO STOPPING ANY
TIME" SIGN ON (E) POST
N
DETAIL 22
1992 LF, Cont.
4.5'
12'
12'
4.5'
CALLE JOAQUIN
CI
T
Y
L
I
M
I
T
S
114+
0
0
115+00
116+00
117+00
118+00
119
+
0
0
119
+
6
1
SE
EMA
T
C
H
L
I
N
E
AB
O
V
E
CALTRANS HMA DIKE
1304 LF, Cont.
REPLACE R26(S)(CA) "NO STOPPING
ANY TIME" SIGN ON (E) POST
DETAIL 39
1963 LF, Cont.
DETAIL 39
1856 LF, Cont.
REPLACE R26(S)(CA) "NO STOPPING ANY
TIME" SIGN ON (E) POST
N
DETAIL 22
1992 LF, Cont.
2'
12'
12'
2'
3512
2000616
JUNE 2025
BN
WBH
KH
NGN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
REVISION
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
AD
D
.
A
L
T
.
B
C
A
L
L
E
J
O
A
Q
U
I
N
P
HMA SURFACE 6" DEPTH IN TWO LIFTS PER
DETAIL X, SHEET D202040
1" = 20'
HAI-L O N G Q. N
G
U
Y
E
N
No. C 84733
S
T
ATE OF CA L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
N
EER
C I V I L
LEGEND
12" WHITE 209 LF
DETAIL 22
60 LF
DETAIL 38
60 LF
DETAIL 39
60 LF
12" WHITE
37 LF
DETAIL 38
60 LF
DETAIL 38
60 LF
DETAIL 39A
52 LF
12" WHITE 62 LF
12" WHITE
10 LF
12" WHITE
10 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE VII ARROW
27 SQFT, Typ.
12" WHITE 36 LF
12" WHITE
10 LF
DETAIL 22
30 LF
DETAIL 38
38 LF
DETAIL 38
57 LF
DETAIL 22
65 LF
DETAIL 39
67 LF
BIKE ARROW 3.5 SQFT
BIKE SYMBOL 7 SQFT, Typ.
DETAIL 39
53 LF
DETAIL 38
53 LF
DETAIL 22
54 LF DETAIL 38
54 LF
DETAIL 38
50 LF
DETAIL 39A
40 LF
12" WHITE
60 LF
N
0 20 40
HAI-L O N G Q . N
G
U
Y
E
N
No. C 84733
S
T
ATE OF C A L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
NEER
C I V I L
VERSION
1" = 20'
3501
2000616
JUNE 2025
BN
WBH
KH
HN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
S
MI
L
L
&
S
A
N
T
A
R
O
S
A
;
H
I
G
H
&
S
A
N
T
A
B
A
R
B
A
R
A
GENERAL NOTES (THIS SHEET ONLY):
1.ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD.
2.ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS.
3.REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS.
4.ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN THERMOPLASTIC
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
TYPE IV ARROW
SQFT, Typ.DETAIL 22
928 LF DETAIL 39
860 LF
DETAIL 9
943 LF
DETAIL 37B
513 LF
TYPE I 10' ARROW
14 SQFT, Typ.
BIKE ARROW 3.5 SQFT
BIKE SYMBOL 7 SQFT, Typ.
12" WHITE
50 LF DETAIL 38
252 LF
DETAIL 39
895 LFDETAIL 9
967 LF
DETAIL 9
319 LF
TYPE VII ARROW
27 SQFT, Typ.
DETAIL 39A
76 LF N
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
0
3
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
FOR PCC STRUCTURE, STRIPE
REMOVAL METHODS MUST BE BY
MEANS THAT WILL NOT REMOVE
OR DAMAGE THE EXISTING
SURFACING. STRIPE REMOVAL
METHOD ON PCC BRIDGE DECK
SHALL BE APPROVED BY
CALTRANS ENCROACHMENT
ENGINEER PRIOR TO WORK
DETAIL 40
113 LF
DETAIL 41
120 LF
12" WHITE 11 LF
12" WHITE 12.5 LF
TYPE I 18" ARROW
25 SQFT, Typ.
12" WHITE
25.5 LF
DETAIL 38
434 LF
DETAIL 38
434 LF
BIKE ARROW 3.5 SQFT
BIKE SYMBOL 7 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
TYPE I 10' ARROW
14 SQFT, Typ.
DETAIL 39
860 LF, Cont.
DETAIL 9
943 LF, Cont.
DETAIL 22
928 LF, Cont.
DETAIL 39
895 LF, Cont.DETAIL 9
967 LF, Cont.
N
0 20 40
HAI-L O N G Q . N
G
U
Y
E
N
No. C 84733
S
T
ATE OF C A L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
NEER
C I V I L
VERSION
1" = 20'
3502
2000616
JUNE 2025
BN
WBH
KH
HN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
S
MA
D
O
N
N
A
GENERAL NOTES (THIS SHEET ONLY):
1.ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD.
2.ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS.
3.REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS.
4.ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN TRAFFIC-RATED PAINT
5.LANE WIDTHS AND ALIGNMENTS TO MATCH EXISTING
6.WORK ON MADONNA ROAD REQUIRES CALTRANS ENCROACHMENT PERMIT. SEE PROJECT SPECIAL PROVISIONS
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
0
2
BIKE ARROW 3.5 SQFT
BIKE SYMBOL 7 SQFT, Typ.
DETAIL 39
385 LF
DETAIL 9
603 LF
DETAIL 29
205 LF
DETAIL 39
517 LF
DETAIL 9
559 LF DETAIL 32
407 LF
"LANE" LEGEND 6 SQFT, Typ.
"BIKE" LEGEND 5 SQFT, Typ.
DETAIL 39A
52 LF
CROSSWALK
106 LF
N
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
MATCH (E) STRIPING
DETAIL 39
137 LF
DETAIL 9
615 LF, Cont.
DETAIL 39
517 LF, Cont.
DETAIL 9
559 LF, Cont.
DETAIL 32
407 LF, Cont.
TYPE IV ARROW
15 SQFT, Typ.
N
0 20 40
HAI-L O N G Q . N
G
U
Y
E
N
No. C 84733
S
T
ATE OF C A L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
NEER
C I V I L
VERSION
1" = 20'
3503
2000616
JUNE 2025
BN
WBH
KH
HN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
S
MA
D
O
N
N
A
GENERAL NOTES (THIS SHEET ONLY):
1.ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD.
2.ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS.
3.REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS.
4.ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN TRAFFIC-RATED PAINT
5.WORK ON MADONNA ROAD REQUIRES CALTRANS ENCROACHMENT PERMIT. SEE PROJECT SPECIAL PROVISIONS
S
E
E
M
A
T
C
H
L
I
N
E
B
E
L
O
W
DETAIL 32
394 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE I 10' ARROW
14 SQFT
DETAIL 22
173 LF
DETAIL 38
104 LF
DETAIL 38
108 LF
N
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
0
5
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 32
477 LF
DETAIL 32
394 LF, Cont.
N
0 20 40
HAI-L O N G Q . N
G
U
Y
E
N
No. C 84733
S
T
ATE OF C A L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
NEER
C I V I L
VERSION
1" = 20'
3504
2000616
JUNE 2025
BN
WBH
KH
HN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
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L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
S
PR
A
D
O
GENERAL NOTES (THIS SHEET ONLY):
1.ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD.
2.ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS.
3.REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS.
4.ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN THERMOPLASTIC
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
0
4
DETAIL 39
391 LFDETAIL 39
319 LF
DETAIL 39A
87 LF
BIKE ARROW 3.5 SQFT
BIKE SYMBOL 7 SQFT, Typ.
DETAIL 39
82 LF
8" YELLOW
269 LF
45° 10' O.C.
6" YELLOW
370 LF
DETAIL 29
368 LF
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 32
477 LF
N
0 20 40
HAI-L O N G Q . N
G
U
Y
E
N
No. C 84733
S
T
ATE OF C A L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
NEER
C I V I L
VERSION
1" = 20'
3505
2000616
JUNE 2025
BN
WBH
KH
HN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
S
PR
A
D
O
GENERAL NOTES (THIS SHEET ONLY):
1.ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD.
2.ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS.
3.REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS.
4.ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN THERMOPLASTIC
DETAIL 22
214 LF
DETAIL 29
37 LF
DETAIL 22
34 LF
DETAIL 25
50 LF
DETAIL 25
44 LF
N
0 20 40
HAI-L O N G Q . N
G
U
Y
E
N
No. C 84733
S
T
ATE OF C A L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
NEER
C I V I L
VERSION
1" = 20'
3506
2000616
JUNE 2025
BN
WBH
KH
HN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
S
PR
A
D
O
GENERAL NOTES (THIS SHEET ONLY):
1.ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD.
2.ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS.
3.REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS.
4.ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN THERMOPLASTIC
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
DETAIL A, THIS SHEET
118 LF DETAIL 39A
28 LF
DETAIL 39A
28 LF
DETAIL 38
155 LF
DETAIL 39A
135 LF
DETAIL 39A
135 LF
DETAIL 25
444 LF
DETAIL 39
125 LF
DETAIL 39
84 LF
DETAIL 9
1903 LF
DETAIL 9
1086 LF
DETAIL 39
994 LF
DETAIL 24
444 LF
DETAIL 38
132 LF
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 39
247 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE LANE SYMBOL
7 SQFT
DETAIL 29
40 LF
6" YELLOW
10' O.C. 45°
36 LF
12" WHITE
41 LF
TYPE I 10' ARROW
25 SQFT, Typ.
N
DETAIL 39
207 LF
DETAIL 39
41 LF
CROSSWALK
18 LF
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
0
8
SE
E
M
A
T
C
H
L
I
N
E
AB
O
V
E
DETAIL 38
145 LF
DETAIL 39A
102 LF
"LANE" LEGEND 4'
6 SQFT
"BIKE" LEGEND 4'
5 SQFT
DETAIL 24
380 LF
DETAIL 22
68 LF
DETAIL 22
215 LF
DETAIL 39
1160 LF
DETAIL 24
369 LF
DETAIL 39A
112 LF
DETAIL 39A
88 LF
DETAIL 39
127 LF
DETAIL 39
127 LF
DETAIL 39
30 LF
TYPE IV ARROW
15 SQFT, Typ.DETAIL 9
1903 LF, Cont.
DETAIL 9
1086 LF, Cont.
DETAIL 39
994 LF, Cont.
BIKE ARROW
3.5 SQFT, Typ.
BIKE LANE SYMBOL
7 SQFT
N
0 20 40
HAI-L O N G Q . N
G
U
Y
E
N
No. C 84733
S
T
ATE OF C A L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
NEER
C I V I L
VERSION
1" = 20'
3507
2000616
JUNE 2025
BN
WBH
KH
HN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
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E
:
PR
O
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C
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E
:
DATE:
CITY SPECIFICATION NO.
S
BR
O
A
D
2"
4"
DETAIL A
2"
12"
12"
2" WHITE
BOTS DOTS
12" WHITE PAINT
GENERAL NOTES (THIS SHEET ONLY):
1.ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD.
2.ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS.
3.REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS.
4.ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN TRAFFIC-RATED PAINT
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
S
E
E
M
A
T
C
H
L
I
N
E
S
H
E
E
T
S
0
7
DETAIL 24
248 LFDETAIL 9
2767 LFDETAIL 39
2225 LF
DETAIL 24
250 LF
DETAIL 22
204 LF
DETAIL 22
89 LF
TYPE IV ARROW
15 SQFT, Typ.DETAIL 38
115 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE LANE SYMBOL
7 SQFT
DETAIL 9
1903 LF, Cont.
DETAIL 39
1160 LF, Cont.
N
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
0
9
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
DETAIL 39
1818 LF
DETAIL 9
1903 LF
DETAIL 39A
100 LF
TYPE IV ARROW
15 SQFT, Typ.
BIKE ARROW
3.5 SQFT, Typ.
BIKE LANE SYMBOL
7 SQFT
DETAIL 32
1312 LF
DETAIL 38
198 LF
DETAIL 22
318 LF
DETAIL 9
1903 LF, Cont.
DETAIL 39
1160 LF, Cont.
DETAIL 9
2767 LF, Cont.DETAIL 39
2225 LF, Cont.
DETAIL 22
77 LF
N
"LANE" LEGEND 6 SQFT, Typ.
"BIKE" LEGEND 5 SQFT, Typ.
0 20 40
HAI-L O N G Q . N
G
U
Y
E
N
No. C 84733
S
T
ATE OF C A L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
NEER
C I V I L
VERSION
1" = 20'
3508
2000616
JUNE 2025
BN
WBH
KH
HN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
S
BR
O
A
D
GENERAL NOTES (THIS SHEET ONLY):
1.ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD.
2.ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS.
3.REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS.
4.ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN TRAFFIC-RATED PAINT
S
E
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
0
8
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
TYPE IV ARROW
15 SQFT, Typ.DETAIL 9
2767 LF, Cont.
DETAIL 39
2225 LF, Cont.
DETAIL 32
1312 LF, Cont.
DETAIL 39
1818 LF, Cont.
DETAIL 9
1903 LF, Cont.
N
SE
E
M
A
T
C
H
L
I
N
E
SH
E
E
T
S
1
0
SE
E
M
A
T
C
H
L
I
N
E
AB
O
V
E
"AHEAD" LEGEND
31 SQFT, Typ."SIGNAL" LEGEND
32 SQFT, Typ.
BIKE ARROW
3.5 SQFT, Typ.
BIKE LANE SYMBOL
7 SQFT
TYPE IV ARROW
15 SQFT, Typ.DETAIL 9
2767 LF, Cont.
DETAIL 39
2225 LF, Cont.
DETAIL 32
1312 LF, Cont.
DETAIL 39
1818 LF, Cont.
DETAIL 9
1903 LF, Cont.
N
0 20 40
HAI-L O N G Q . N
G
U
Y
E
N
No. C 84733
S
T
ATE OF C A L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
NEER
C I V I L
VERSION
1" = 20'
3509
2000616
JUNE 2025
BN
WBH
KH
HN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
S
BR
O
A
D
GENERAL NOTES (THIS SHEET ONLY):
1.ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD.
2.ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS.
3.REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS.
4.ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN TRAFFIC-RATED PAINT
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
0
9
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
DETAIL 39
434 LF
DETAIL 39
434 LF
DETAIL 38
111 LF
DETAIL 22
167 LF
BIKE ARROW
3.5 SQFT, Typ.
BIKE LANE SYMBOL
7 SQFT
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 9
2767 LF, Cont.
DETAIL 39
1818 LF, Cont.
DETAIL 9
1903 LF, Cont.
N
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
1
1
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
CROSSWALK
96 LF
DETAIL 32
402 LF
DETAIL 39
591 LF
DETAIL 22
240 LF
DETAIL 9
895 LF
DETAIL 39
160 LFDETAIL 9
983 LFDETAIL 39A
243 LF
DETAIL 39A
52 LF TYPE IV ARROW
15 SQFT, Typ.DETAIL 39
102 LF
DETAIL 38
151 LF
DETAIL 39
173 LF
DETAIL 39
173 LF
"LANE" LEGEND 4'
6 SQFT
"BIKE" LEGEND 4'
5 SQFT
BIKE ARROW
3.5 SQFT, Typ.
BIKE LANE SYMBOL
7 SQFT
CROSSWALK
86 LF
N
0 20 40
HAI-L O N G Q . N
G
U
Y
E
N
No. C 84733
S
T
ATE OF C A L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
NEER
C I V I L
VERSION
1" = 20'
3510
2000616
JUNE 2025
BN
WBH
KH
HN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
S
BR
O
A
D
GENERAL NOTES (THIS SHEET ONLY):
1.ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD.
2.ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS.
3.REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS.
4.ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN TRAFFIC-RATED PAINT
INSTALL TYPE P(RIGHT) OBJECT
MARKER JUST NORTH OF ELECTRICAL
BOX PER CALTRANS STD PLAN A73B
DETAIL 39
276 LF
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 22
356 LF
DETAIL 9
558 LF
DETAIL 39A
88 LFDETAIL 9
983 LF, Cont.
DETAIL 39
591 LF, Cont.
DETAIL 39A
87 LF
DETAIL 32
402 LF, Cont.
DETAIL 32
402 LF, Cont.
N
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
P
0
4
SEE
MATCHLINE
SHEET S13
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
1
0
DETAIL 39
359 LF
DETAIL 39
300 LF
DETAIL 39
300 LFBIKE ARROW
3.5 SQFT, Typ.
BIKE LANE SYMBOL
7 SQFT, Typ.
TYPE I 10' ARROW
25 SQFT, Typ.
DETAIL 9
895 LF, Cont.DETAIL 38
50 LF
6" WHITE 254 LF
6" WHITE 254 LF
0 20 40
HAI-L O N G Q . N
G
U
Y
E
N
No. C 84733
S
T
ATE OF C A L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
NEER
C I V I L
VERSION
1" = 20'
3511
2000616
JUNE 2025
BN
WBH
KH
HN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
S
BR
O
A
D
GENERAL NOTES (THIS SHEET ONLY):
1.ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD.
2.ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS.
3.REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS.
4.ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN TRAFFIC-RATED PAINT
SE
E
MA
T
C
H
L
I
N
E
BE
L
O
W
(9) 36" PEXCO
CITY POST W/
EAC MOUNT,
YELLOW W/ 2
YELLOW WRAPS
10' O.C.
DETAIL
29
44 LF
8" YELLOW
20 LF, 10'
O.C. 45°
(11) 36" PEXCO CITY
POST W/ EAC
MOUNT, YELLOW W/
2 YELLOW WRAPS
10' O.C.
DETAIL 29
65 LF
DETAIL 22
119 LF
DETAIL 39A
100 LF
DETAIL 9
292 LF
DETAIL 38
49 LF
DETAIL 22
62 LF
(7) 36" PEXCO CITY POST W/
EAC MOUNT, YELLOW W/ 2
YELLOW WRAPS 10' O.C.
DETAIL 22
134 LF
(5) 36" PEXCO
CITY POST W/
EAC MOUNT,
YELLOW W/ 2
YELLOW WRAPS
10' O.C.
8" YELLOW
83 LF, 10' O.C. 45°
DETAIL 32
65 LF
DETAIL 39
260 LF
DETAIL 39
1297 LF
DETAIL 29
80 LF
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 38
112 LF
N
12" WHITE 25 LF
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
1
3
SE
E
MA
T
C
H
L
I
N
E
AB
O
V
E
TYPE VI ARROW
42 SQFT, Typ.
DETAIL 9
679 LF
DETAIL 25
736 LF
DETAIL 22
18 LF
TYPE I 10' ARROW
14 SQFT, Typ.
DETAIL 39A
148 LF
DETAIL 25
187 LF
(16) 36" PEXCO CITY
POST W/ EAC MOUNT,
YELLOW W/ 2 YELLOW
WRAPS 10' O.C.
DETAIL 39
122 LF
DETAIL 22
126 LF
DETIAL 38
209 LF
12" WHITE
28 LF
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 39
1297 LF, Cont.
N
0 20 40
HAI-L O N G Q . N
G
U
Y
E
N
No. C 84733
S
T
ATE OF C A L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
NEER
C I V I L
VERSION
1" = 20'
3512
2000616
JUNE 2025
BN
WBH
KH
HN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
S
TA
N
K
F
A
R
M
GENERAL NOTES (THIS SHEET ONLY):
1.ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD.
2.ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS.
3.REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS.
4.ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN THERMOPLASTIC
SEE
MATCHLINE
SHEET S11
S
E
E
M
A
T
C
H
L
I
N
E
S
H
E
E
T
P
0
4
SE
E
MA
T
C
H
L
I
N
E
SH
E
E
T
S
1
2
DETAI 27B
89 LF
DETAI 27B
89 LF
DETAIL 22
138 LF
DETAIL 38
267 LF
DETAIL 38
267 LF
DETAIL 9
391 LF
DETAIL 39A
244 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE I 10' ARROW
14 SQFT, Typ.DETAIL 9
679 LF, Cont.
DETAIL 25
736 LF, Cont.
DETAIL 39
1321 LF, Cont.TYPE VI ARROW
42 SQFT, Typ.
N
0 20 40
HAI-L O N G Q . N
G
U
Y
E
N
No. C 84733
S
T
ATE OF C A L I F O R NIA
R
E
GISTER E D P R O F ESSIONA
L
E
N
G
I
NEER
C I V I L
VERSION
1" = 20'
3513
2000616
JUNE 2025
BN
WBH
KH
HN
20
2
5
P
A
V
I
N
G
P
R
O
J
E
C
T
SCALE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SHEET NO.
of
SH
E
E
T
T
I
T
L
E
:
PR
O
J
E
C
T
T
I
T
L
E
:
DATE:
CITY SPECIFICATION NO.
S
TA
N
K
F
A
R
M
GENERAL NOTES (THIS SHEET ONLY):
1.ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITION OF THE CA MUTCD.
2.ALL STRIPING LAYOUTS MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF PERMANENT MARKINGS.
3.REMOVE ANY ANY EXISTING PAVEMENT MARKINGS OR OBSTRUCTIONS (I.E. FLEX POSTS/CURBING, PAVEMENT MARKERS, ETC.) THAT CONFLICT WITH THESE PLANS.
4.ALL STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE SHEETS TO BE INSTALLED IN THERMOPLASTIC