THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
3-MAY-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s148954
7354201md015_Stage 2.rsa.dgn
RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 8/5/2020 UNIT 1819 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07180003231
07-27-23
STAGE CONSTRUCTION AND SCALE: 1"=50'
SCHUGHES
ANTHONY
57339
12-31-23
X/XX/2X
STAGE 2
TRAFFIC HANDLING PLAN
15 Beg Temp BARRIER SYSTEM
26'Lt3297+28 "LA 1"
A
S
P
H
L
OO
S
C
H
EN
RD
.
A
S
P
H
6 7
8 9 3300 1 2 3 4 3305
6 7
8 9
"LA
1 "
3307
+
01 .
32 E
C
C ON C
SOP T
TSOP
H SP A
HPSA
SOP T
SOP T
SOP T
SOP T
SOP T
TSOP
SOP T
SOP T
OO P L
ON C C
KCED
C ON C
C
ONC SOP T
- AL 1
B AD O BR DR HCAE
- AL 1
C ON C
H SP A
RID T
KCED
KCED
D D D D
D D
SOP T TSOP
1 - AL
H SP A 1 - AL
H SP A
HPSA
H SP A
CNOC
HPSA
C ON C
HPSA
SB
NB
SB
NB
ROUTE 1
"LA 1"Line
R/W
R/W
R/W
R/W
TYPE P MARKER
Temp CRASH CUSHION TL-3
END Temp BARRIER SYSTEM
32.15'Lt3303+32 "LA 1"
TYPE P MARKER
26.41'Lt3302+59.71 "LA 1"
@ 25'INTERVALS
(SURFACE MOUNTED)
8 CHANNELIZERS
W21-5aR
1000'
W21-5bR
N
N
11'
12'
6'
LEGEND:
CHP PULLOUT
12'11'
5'
Temp BARRIER
SYSTEM
11'
27B
SECTION N-N
NO SCALE
SOUTHBOUND
5' TO 6'
Var
WORK AREA
Exist
OG
"LA 1" LINE
Pvmt STRUCTURE
12'
ETW
Exist
Exist
ES
Exist R/W
Exist
12 25
23' 8'
NB
SB
SB
NB
287
SCQ-1
STAGE CONSTRUCTION QUANTITIES
LF EA
SC-1
EA EA
TS14 TS11
ARRAY
EA
TEMPORARY CRASH
CUSHIONMODULE
TEMPORARYBARRIERSYSTEM
CHANNELIZER(SURFACEMOUNTED)
PMARKER(N)
SHEETNo.
2800
1520
2140
SC-2
SC-3SC-4 6
3 2
8 49 6
SC-10
12201820 28
14 2800
TOTAL
238
21,010 238
1600380
66 66
2828
1 SC-13SC-14 520 28 10 2
2800
1890
1320 14 2
1414 2
2 SC-5 1490 28SC-6SC-7SC-11SC-12SC-8SC-9
14 8
14 2 2
42 4 2
14 6 4
21,010
07 LA 1 46.9/62.9
R
E
FUG
IO DO
M
INGUEZ
D
E
S
IG N
AN
THONY HUGH
E
S
NGUY
E
N HUA
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
DATEPLOTTED => 21
-MAY-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s148954 RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 8/5/2020 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
HUGHES
ANTHONY
57339
12-31-23
X/XX/2X
SC-15 600 14 8 1
STAGE CONSTRUCTION QUANTITIES
288
07 LA
DESIG N
KENNYTHAI
MONIRUL HAQUE
1 REFUGIO DOMINGUEZ
SCQ-2
46.9/62.9
1819 07180003231
SHEET NO.
DIRECTION
SC-1 X
SC-2
SC-3
SC-4
SC-5
SC-6
SC-7
SC-8
SC-9
SC-10
SC-11
SC-12 SB
SC-13
SC-14 NB
00-00-00
DOMINGUEZ
REFUGIO
C50820
9-30-23
6-27-22
6-23-22
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
13:33
2-MAY-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s148954
DGN FILE => 73255unc001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
STAGE CONSTRUCTION QUANTITIES
TRAFFIC STRIPE
REMOVE THERMOPLASTIC
SOLID
6" YELLOW
SOLID
6" WHITE
BROKEN (18-12)
6" WHITE
TYPE G TYPE RY Det 25 Det 27B Det 12A
EA EA LF LF LF
STAGE CONSTRUCTION PAVEMENT DELINEATION
PAVEMENT MARKER
REMOVE
1,616 1,616 404
2,800 2,800 700
1,718 1,718 430
2,396 2,396 599
1,928 1,928 4821,468 1,468 367
2,257 2,257 564
2500 2500 625
2,800 2,800 7002,800 2,800 7001,850 1,850
380 380 95500 500
25,613 6,404
58 50
35 40
31 47
52 8
58 50
35 40
31 47
52 58
10 535
36 58
39 8
36 5858
535
1,070 51,226
(ENHANCED WET NIGHT VISIBILITY)
6,404
TRAFFIC STRIPE
THERMOPLASTIC
SOLID
6" YELLOW
SOLID
6" WHITE
BROKEN (18-12)
6" WHITE
TYPE G TYPE RY Det 25 Det 27B Det 8
EA EA LF LF LF
(RETROREFLECTIVE)
PAVEMENT MARKER
TEMPORARY
1,616 1,616 471
2,800 2,800 817
1,718 1,718 501
2,396 2,396 699
1,928 1,928 5621,468 1,468 428
2,257 2,257 658
2,500 2,500 7292,800 2,800 8172,800 2,800 8171,850 1,850 380 572 111500 146
25,613 26,717 7,471
58 50
35 40
31 47
52 58
10 535
36 58
39 8
535 52,330
(ENHANCED WET NIGHT VISIBILITY)
7,471
SC-15
39 463 540
10 125
SB 13 13 600 600 150 13 600 175
NB SB
XX XX XX XX XX XX XX XX XX XX X
25,613
1412
600
X X
SUBTOTAL
TOTAL
289
P
LANSHEET NUMBER
STATION
(GAPGRADED)
MIXASPHALT
RUBBERIZED HOT
TACKCOAT
TON TON SQYD
L-15L-16L-17L-18L-19L-20L-21L-22L-23L-24L-25L-26L-27
104.3 250,284.8
CONCRETEPAVEMENT
COLDPLANEASPHALT
SUBTOTAL 24,551.6
L-14L-13L-12L-11L-10L-9L-8L-7L-6L-5L-4L-3L-2L-1
SHOULDERBACKING
CY
ROADWAYEXCAVATION
CY
L-28L-29
356.5
492.4929.4
474.9415.9
706.5
453.2357.2
358.6
818.8982.8
432.5998.5
1,126.5
810.6
946.9
775.1
966.8
1,177.7
1,295.1
886.0
1,131.9
1,101.5
1,061.9
1,155.8
1,182.0
1,078.2
1,024.8
1,053.7
1.5 2.04.01.91.83.01.91.51.53.54.21.84.34.83.54.03.34.15.05.53.84.84.74.54.95.04.64.44.5 3,642.1
4,805.6
9,495.9
4,514.7
4,249.6
7,218.0
4,630.5
3.649.0
3,664.3
8,365.7
10,041.6
4,418.8
10,201.9
11,509.5
8,282.1
9,674.9
7,918.89,877.8
12,032.8
13,232.0
9,052.7
11,564.7
11,254.0
10,849.7
11,809.3
12,076.6
11,016.4
10,470.9
10,765.3
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
DATEPLOTTED =>
4-JUN-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s148954 0 1 2 3
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
ROADWAY QUANTITIES
Q-1
SUMMARY OF QUANTITIES
NO SCALE
(TYPEA)
HOTMIXASPHALT
TON
R
E
FUG
IO DO
M
INGUEZ
AN
THONY HUGH
E
S
NGUY
E
N HUA
X/XX/2X
HUGHES
ANTHONY
57339
12-31-23
LEANCONCRETEBASE
BASE(CY)
CLASS2 AGGREGATE
CY CY
483785
SYSTEM
REMOVECURB
FT
138390282
17014001080
5163,976
FG 300IGCURBSYSTEM
FT
138390282
17014001080
5163,976
(RETROREFLECTIVE)
PAVEMENTMARKER
EA
8181818181818181818181818181818181818181818181818181818181 2,349
2747+502761+502775+502789+502803+502817+502831+502845+502859+502873+502887+502901+502915+502929+502943+502957+502971+502985+503000+503014+503028+503042+503056+503070+503084+503098+503112+503126+503140+50 2732+502747+502761+502775+502789+502803+502817+502831+502845+502859+502873+502887+502901+502915+502929+502943+502957+502971+503985+503000+503014+503028+503042+503056+503070+503184+503198+503112+503126+50
TOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTO (SIDEWALK)
MINORCONCRETE
CY
57.0 143
6 406
(MASONRYWALL)
RETAININGWALL
SQFT
STRUCTURALCONCRETE
CY
5955 239
300 14
6255 253
44.066.0
110
31.046.077
CY
BASE(CY)
CLASS3 AGGREGATE
59.088.0147
120.0
180.0
300
(CURB AND GUTTER)
MINORCONCRETE
(CURB AND GUTTER)
REMOVECONCRETE
14.0 186
CY CY
69155134127106107831021551558411015512012313674
69155134127106107831021551558411015512012313674
1995 1995
290
291
292
293
294
295
PD-1
M
A
T
C
H
L
IN
E
S
t
a
1 8
6 4
+
7 0
NO EXCAVATION. UTILITIES ARE NOT SHOWN.
WORK ON THIS SHEET REQUIRES LIMITED OR
AND PDD-2 FOR DETAILS A TO G.
3.SEE PAVEMENT DELINEATION DETAILS SHEETS PDD-1 2.
1. x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
19:14
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na001.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
1 2
SERRA
Rd
1 2
ISGNLAISGNAL
AHADE AHADE
LEGEND:
XX STRIPING DETAIL No.
CHANGE IN PAVEMENT DELINEATION DETAILS
NB ROUTE 1
ABBREVIATIONS:BLSP BIKE LANE SYMBOL W/O PERSONBLA BIKE LANE ARROW CC CONTINENTAL CROSSWALKSRBM SHARED ROADWAY BICYCLE MARKINGARR ARROW SB ROUTE 1
CLEAR
CLEKEEARPKEEP
ROUTE 1
"PCH_46-47"LINE
R/W
+57
10.5'
11'
9'
22'
11'
11'
11' 11' 4'
6'
4'
6'
+37
+74 +00
11'
11'
11'
11'
11'
11'
11'
11'
2'
2'
11'11'11'11'11'
11'
5'
11'11'
11'11'11'
4' 2'
6'
9.5' 11'
11'
5'
+96
(Tot 11)Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 11)Pvmt MARKING BIKE LANE ARROW
2 3
1855
4 6 7 8 9 1860 1 2 3 4
1 +20
+01
25M
QWICK KURB
+74
11'
R/W
A
32 12
39 29
27B
39 E
E
39A
(SPACING 20')12" Wht DIAGONAL
+22
(Tot 2)Pvmt MARKING (SIGNAL)
(Tot 2)Pvmt MARKING (AHEAD)
+04
+02 B 37B
Pvmt MARKING TYPE IV (R) ARR
+61
+05
38 Pvmt MARKING TYPE IV (L) ARR
27B
B
+39
+66
O
R
39M
P
296
M
A
T
C
H
L
IN
E
S
t
a 1864
+70
MATCH
LINE
Sta
1879+
1 0
PD-2
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:23
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na002.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
IP EP
IP EP
IP EP
PIPE PIPE
PIPE
CR
OSS CREE
K
R
d
SIGNAL
SIGNAL AHEADAHEAD
SB ROUTE 1
NB ROUTE 1
HAAED
HAADE ISGNLA
ISGNLA
CREEK
Pl
CROSS
ROUTE 1
"PCH_47-50"LINE
R/W
+83
R/W
R/W
11'
11'11'
11'
11'
5'
19.5'
12'
12'
19'
12'
11'
S
+47 +67
I
6' 3'
"P
C
H_46
-47
" 1866
+84
.84
END
"PCH_47-50" 1866+84.84Beg
1865
6 7
8 9
1870
1 2
3 4
1875
6 7
8 9
1 +51 LINE
"CR
O
S
"
"C
R
O
S
"
L
IN
E
"CROS" 20+00.00BEG
H
39 J
J
S
39 J
S
39 J
S
39 J
S
39 J
S
39 J
S
39 J
S
39 J
S
39 S
39 +47
+4
9 +51
+52
+53
+53
+53
+53
+53
25M
25M
+19
+
2 8
+
08 11'
11.5'
R/W
R/W
R/W
R/W
50 38
39M
39 50
50 C
40 24" Wht LIMIT LINE
24" Wht LIMIT LINE
+37+48
+
1 8
+32
24" Wht LIMIT LINE
38 Wht LADDER CROSSWALK
12" Wht BASIC CROSSWALK
24" Wht LIMIT LINE
50 12
(Tot 3)Pvmt MARKING TYPE VI ARR
(Tot 3)Pvmt MARKING TYPE IV (L) ARR
Pvmt MARKING TYPE IV (R) ARR
25M
(Tot 2)Pvmt MARKING (SIGNAL)
(Tot 2)Pvmt MARKING (AHEAD)
+70
+41
(Tot 2)
Pvmt MARKING (AHEAD)
(Tot 2)
Pvmt MARKING (AHEAD)
QWICK KURB
297
PD-3
M
A
T
C
H
L
IN
E
S
t
a 1879
+10
M
A
T
C
H
L
IN
E
S
t
a 1893
+70
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:23
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na003.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
WEBB
WAY
PIP E
IP EP P
I
P
E
ROUTE 1
"PCH_47-50"LINE
ONYL
ISNGLAISGNALHAAED HAAED
WEBB
WAY
NB ROUTE 1
SB ROUTE 1
25M
12'
19'
11'12'12'
19.5'
16'
11'
11'
5' 11'
6'
16.5'
11'
11'
11'
14.1'
11'
11.5'
11'
11'
11'
6'
24" Wht LIMIT LINE
24" Wht LIMIT LINE
24" Wht LIMIT LINE
Wht LADDER CROSSWALK
1880 1 2 3 4 1885 6 7
8 9 1890 1 2 3
39M
C
39 38
C
CIVIC CENTER Way
38A
QWICK KURB 39
S
45 45 PMH PMH
45 45MPH MPH
(Tot 4)
Pvmt MARKING (45)
(Tot 4)
Pvmt MARKING (MPH)
25M
25M
39A
13.5'
14'
11'
11.5'
11.5'
12'
9'
16.5'
16'
R/W
R/W
R/W
R/W
40 12
50 39M
12 50
K
(Tot 2)
PvmtMARKING TYPE IV (R)ARR
24" Wht LIMIT LINE
50 12
27B
38 27B
12 (Tot 2)Pvmt MARKING TYPE IV (R) ARR
Pvmt MARKING (ONLY)
(Tot 3)Pvmt MARKING TYPE I (24'-0") ARR
(Tot 6)Pvmt MARKING TYPE IV (L) ARR
25M
50 Pvmt MARKING TYPE IV (R) ARR
(Tot 2)
Pvmt MARKING (SIGNAL)
(Tot 2)
Pvmt MARKING (AHEAD)
38 C
39M
39 +99
+78
+39+05+54
+
5 1
+
0 9
+91 +62
+32
+89+24 +64+19 +12 +42
36 36
38 Wht LADDER CROSSWALK
+66+
9 5
+57+35
+90
+61
+54
+49+88
+21
+04
+83
+
9 5
+
+
50 48
298
PD-4
MATCH
LINE
Sta
1893
+70
MA
T
C
H
L
IN
E
S
t
a 19
0 7
+70
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
L
A
S
T
R
EV
IS
ION
STATE
OF
CALIFORNIA
-
DEPARTMENT
OF
TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
T
IM
E
P
L
O
TT
E
D
=>
DA
T
E
P
L
O
T
T
ED =>
1 5
:23
8 -
A
PR
-
2 0
2 5
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D
PLANS APPROVAL DATE
DATE
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s150586
DGN FILE => 0735420na004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231 D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
T
R
INH
T NGUY
E
N
J
A
M
E
S
M
CANA
L
IT
A
/
ANH
D NGUY
E
N
ANH
D NGUY
E
N
T
R
A FF
IC
D
E
S
IG N
S:\
d
e
s
i
g
\354201\t
r
affi
c
\
C
i
vil\
5 -95
%
\
P
l
a
n
s
\
C
urr
e
nt\0735420n
a004
.dgn
SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
YRD
CIVIC CENTER Way
ROUTE 1
"PCH_47-50"LINE
16.5'
11'
11'
11'
5'
NB ROUTE 1
SB ROUTE 1
39 39M
(Tot 16)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 16)
Pvmt MARKING BIKE LANE ARROW
11'
11'
11'
11'
5'
2'
11'
11'
11'
5' 11'
8'
2'
+87
+87
+77
+32+76
+4
0 R/W
4 1895
6 7
8 9
1900
1 2
3 4 1905 6 7
6'
24" Wht LIMIT LINE
STOP
Pvmt MARKING (STOP)
QWICK KURB
9'
16'
R/W
R/W
R/W
39M 39
12 25M
C
L
27B
C
39M
39 37B C
27B
299
PD-5
M
A
T
C
H
L
IN
E 19
2 2
+30
MA
T
C
H
L
IN
E
S
t
a 1907
+70
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
L
A
S
T
R
EV
IS
ION
STATE
OF
CALIFORNIA
-
DEPARTMENT
OF
TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
T
IM
E
P
L
O
TT
E
D
=>
DA
T
E
P
L
O
T
T
ED =>
1 5
:23
8 -
A
PR
-
2 0
2 5
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D
PLANS APPROVAL DATE
DATE
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s150586
DGN FILE => 0735420na005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231 D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
T
R
INH
T NGUY
E
N
J
A
M
E
S
M
CANA
L
IT
A
/
ANH
D NGUY
E
N
ANH
D NGUY
E
N
T
R
A FF
IC
D
E
S
IG N
S:\
d
e
s
i
g
\354201\t
r
affi
c
\
C
i
vil\
5 -95
%
\
P
l
a
n
s
\
C
urr
e
nt\0735420n
a005
.dgn
SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
W
IN
T
E
R
M
E
S
A
D
r
MA
L
IB
U
CANY
ON
R
d
ROUTE 1
"PCH_47-50"LINE
HAAED
HAADEISNGLA ISNAGL
IRGHTUTNR
ANLEIRHGTUTNRALENNOYL
NOYL
(Tot 11)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 11)
Pvmt MARKING BIKE LANE ARROW
NB ROUTE 1
11' SB ROUTE 1
11'
11'
11'
2'
5'
5'
+05
+60 +47
+12
+10
+
8 6
+46
+81
+
6 8
39M C
27B
+05
+
8 4
(Tot 2)
Pvmt MARKING (AHEAD)
(Tot 2)
Pvmt MARKING (SIGNAL)
(Tot 3)
Pvmt MARKING TYPE IV (R) ARR
(Tot 2)
Pvmt MARKING (RIGHT, TURN, LANE)
(Tot 2)
Pvmt MARKING (ONLY)
Wht LADDER CROSSWALK
24" Wht LIMIT LINE
Wht LADDER CROSSWALK
24" Wht LIMIT LINE
+66
+67
+96
+91
39 39M
5' 11'
11'
10'
10'
11'
2' 11'
5'
5.7'
8'
39M
39 24" Wht LIMIT LINE
8 9 1910 1 2 3 4 1915 6 7 8 9 1920 1 2
(Tot 4)
Pvmt MARKING TYPE IV (L) ARR
11'
11'
10.8'
+66
38A
25M
24" Wht LIMIT LINE
39 R
Beg SPEED REDUCTION MARKINGSta 1917+60
QWICK KURB
+58
R/W
R/W
39 12
37B
38 50
40 M
L
50 N
38 C
25M
300
PD-6
M
A
T
C
H
L
IN
E 1922
+30
MA
T
C
H
L
IN
E
S
t
a
1936
+70
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:23
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na006.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
ONLY
ONLYLANE LANETURN TURN
LEFT
LEFT
ROUTE 1
"PCH_47-50"LINE
11'
11'
5'
10'
10'
11'
11'2'
5'
SB ROUTE 1 NB ROUTE 1
(Tot 2)
Pvmt MARKING TYPE IV (L) ARR
(Tot 2)
Pvmt MARKING (LEFT)
(Tot 2)
Pvmt MARKING (TURN)
(Tot 2)
Pvmt MARKING (LANE)
(Tot 2)
Pvmt MARKING (ONLY)
39 39M
39 R 25M
27B
N
27B
12 C
38A
11'
11'
11'
11'
17.2' 17'
11'
11'
11'
11'
11'
11'
11'
11'
11'
11'
2'
2'
13.7'
11.7'
11'
15.4'
7.4'
(Tot 18)Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 18)Pvmt MARKING BIKE LANE ARROW
+81 +94
+19 +56
+89
+02+
3 6
+36
3 4 1925 6 7 8 9 1930
1 2 3 4 1935
6 R/W
R/W
38 301
PD-7
MA
T
C
H
L
IN
E
S
t
a 1936
+70
MA
T
C
H
L
IN
E
S
t
a
1 951
+
1 0
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:23
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na007.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na007.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
JOHN
TYLER
Dr
ROUTE 1
"PCH_47-50"LINE
13.7'
11.7'
15.4'
11'
7.4'
(Tot 2)Pvmt MARKING TYPE IV (L) ARR
NB ROUTE SB ROUTE 1 1
R/W
27B
25M
27B
12 50
38 50
38 50 27B
12 12
27B
50 25M
C
39M
39 Wht LADDER CROSSWALK
24" Wht LIMIT LINE
(Tot 2)
Pvmt MARKING TYPE IV (R) ARR
24" Wht LIMIT LINE
C
27B
14'
9' 11'
11'
11'
11'
11'
11'
13.4'
11.5'
5'
5'
C 39M 39
11'11'
11'11'
11'11'
11'11'
2'
2'
(Tot 5)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 5)
Pvmt MARKING BIKE LANE ARROW
10.5'
12.4'
11'
11.5'
12.7'
+36
+03
+37
+71 ++
63 01 +77
+91
+08+36
+02
+53
+67 +4
2 "JOH" 20+00.00 Beg
7 8
9 1940 1 2 3 4 1945 6 7 8 9 1950 1
2 1
24" Wht LIMIT LINE
+75
+82
Wht LADDER CROSSWALK
"JOH
"
L
INE
+58
+64 LINE "JOH"
+48 LINE "JOH"
50 MP
50H
MPH
50 50PMH PMH
(Tot 4)
Pvmt MARKING (50)
(Tot 4)Pvmt MARKING (MPH)
R/W
R/W
302
PD-8
MA
T
C
H
L
IN
E
S
t
a 1951
+10
MATCH
LINE
S
ta
1 965
+
5 0
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
L
A
S
T
R
EV
IS
ION
STATE
OF
CALIFORNIA
-
DEPARTMENT
OF
TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
T
IM
E
P
L
O
TT
E
D
=>
DA
T
E
P
L
O
T
T
ED =>
1 5
:24
8 -
A
PR
-
2 0
2 5
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D
PLANS APPROVAL DATE
DATE
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s150586
DGN FILE => 0735420na008.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231 D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
T
R
INH
T NGUY
E
N
J
A
M
E
S
M
CANA
L
IT
A
/
ANH
D NGUY
E
N
ANH
D NGUY
E
N
T
R
A FF
IC
D
E
S
IG N
S:\
d
e
s
i
g
\354201\t
r
affi
c
\
C
i
vil\
5 -95
%
\
P
l
a
n
s
\
C
urr
e
nt\0735420n
a008
.dgn
SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
ROUTE 1
"PCH_47-50"LINE
11'
11'
11' 5'
9'
C
22 27B
39 39M
C
32 27B
27B
(Tot 2)
Pvmt MARKING TYPE IV (L) ARR
38 C
39M
39 11'
13.4'
5' 10.5'
12.9'12'
11'
11'
11'
2'11'
11'
11'
11'
11'
2'
11' 10.9'
11.3'
12.9'
11 11.3'
' 11'
11'
11.3'
11'
12.9'
12 27B
C
(Tot 13)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 13)
Pvmt MARKING BIKE LANE ARROW
25M
25M
39M
39 C
SB ROUTE 1
NB ROUTE 1
+97+15
+35 +76
+49
+70
+
99 +04
+
84 2 3 4 1955 6
7 8
9 1960
1 2
3 4
1965
QWICK KURB
+07
8'
10'
+65
5'
10'
+41
10'
11'
11'
11'
12'
11'
14'
R/W
R/W
303
PD-9
M
A
T
C
H
L
IN
E
S
t
a 1965
+50
M
A
T
C
H
L
IN
E
S
t
a 1979
+70
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:24
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na009.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na009.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
ROUTE 1
"PCH_47-50"LINE
11'
11'12.9'
11.3'
11'
(Tot 5)
Pvmt MARKING TYPE IV (L) ARR
NB ROUTE 1
SB ROUTE 1
C
32 +09 +65+60 +34 +71
+86
+07 +77 +93 +29 +29 +43 +67
+87
+70
25M
C
C 39M
39 K
27B 12
27B
27B
39A
38 (Tot 6)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 5)
Pvmt MARKING BIKE LANE ARROW
27B 27B
K
C
39M
39 27B
C
13.4'
11'
11'
11'
5' 9.3'
5'
39M
39 11'
11' 11'
2' 11'
11'
11'
11.2'
12.9'11.5'
11'11'
11'11' 10.3'
3.2'
11'
13.3'11'
+70
2'
+49
6 7 8 9 1970 1 2 3 4 1975 6 7 8 9
R/W
R/W
R/W
R/W
304
PD-10
M
A
T
C
H
L
IN
E
S
t
a
1979
+
7 0
MATCH
LINE
S
ta
1 9
94+
30 x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:24
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na010.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na010.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
HW
PIPE
TSOP HW
UB
GATE TSOP
DRY
HW
VC
VC
UB UB
RT IA L
DRY
DRY
DRY
HW
PIPE
TSOP HW
UB
DRY
HW
VC
VC
UB UB
DRY
DRY
DRY
CANYON Rd
PUERTO
STOP
ONLY
"PC
ROUTE 1 H_47-50"LINE
SB ROUTE 1
NB ROUTE 1
+10 +62 +80
+12
+13
+22
+32
+20 +71 +33+06 +06
+50
+70
+30
11'
11'
11'
13.4'
9.3'
11'
13.8' 11'
11'
10.8'
5'
11'
11.7'
5.9'
11'
18'
12.4'
10'11'
11.3'
13.5'
11'
11'
11'
11'
2'
11'
11'
11'
11'
2'
5'
5'
25M
38 25M
27B
39M
39 C
12 27B
50 (Tot 8)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 9)
Pvmt MARKING BIKE LANE ARROW
C
39 39M
50 Pvmt MARKING TYPE IV (R) ARR
(Tot 2)
Pvmt MARKING TYPE IV (L) ARR
Pvmt MARKING (ONLY)
39M
39 C
27B
37B
22 "PUE" 20+00.00 Beg
"P
U
E
" 23
+
3 9
.08
END
1980 1 2 3 4 1985 6 7 8 9 1990
1 2
3 4
21 23 22
ENIL
"EUP"
12 29
24" Wht LIMIT LINE
+63
+52
R/W
R/W
38 38
305
PD-11
M
A
T
C
H
L
IN
E
S
t
a 1994
+30
MA
T
C
H
L
IN
E
S
t
a
2 0
0 8
+50
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:24
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na011.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na011.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
POST
EPIP
TSOP
WH
TSOP
POST TSOP
WH
TSOP
MALIBU Rd
ROUTE 1
"PCH_47-50"LINE
SB ROUTE 1
NB ROUTE 1
11'
11'
11'
11'
2'
11'
11'
11'
11'
2'
4'
5'
5'
8'
39 12
39M
25M
39M
39 C
K
C
D
E
39M
39 C
C
L
27B
39 39M
5'
(Tot 16)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 16)
Pvmt MARKING BIKE LANE ARROW
6'
+
2 6
+84 +
4 9
+
5 9
+
8 4
+
0 7
+
1 4
+
6 4
1995 6 7 8 9 2000 1 2 3 4 2005 6 7 8 05 05 PMH PMH
5050MPH MPH
(Tot 4)
Pvmt MARKING (50)
(Tot 4)
Pvmt MARKING (MPH)
24" Wht LIMIT LINE
R/W
R/W
R/W
R/W
R/W
306
PD-12
MA
T
C
H
L
IN
E
S
t
a 2008
+50
M
A
T
C
H
L
IN
E
S
t
a
2022
+70
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:24
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na012.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na012.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
TSOP
HW
HW
AR-PIR P
IR
-P AR P
UB
TSOP
UB
ROUTE 1
"PCH
_50-50.5"LINE
SB ROUTE 1
NB ROUTE 1
11'
11'
11'
11'
2'
5'
4'
6'
39M
11'
11'
11'
11'
2'
(Tot 18)
Pvmt MARKING BIKE LANE ARROW
(Tot 18)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
10' 6'
5'
4'
39 12
E
39 39M
39 25M
D
E
B
K
B
+20
+03
+41+91
"P
C
H_
5 0
-50
.
5 " 201
2 +
4 4
.
5 4
B
e
g
"P
C
H_
4 7
-50
" 2012
+
4 4
.54
END
9 2010 1 2 3 4
2015
6 7
8 9
2020
1 2
R/W
R/W
R/W
307
PD-13
MA
T
C
H
L
IN
E
S
t
a 2022
+70
M
A
T
C
H
L
IN
E
S
t
a 2036
+90
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:24
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na013.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na013.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
HW
UB
UB
TSOP
UB
T
TSOP
UB
AHEADAHEAD SIGNAL SIGNALROUTE 1 "PCH_50-50.5"LINE
SB ROUTE 1
NB ROUTE 1
11'
11'
11' 5'
2'
5'
11'
d
R
KRAP
VR
UBILAM
39 39M 12 29
C
27B
39 39M
C
50 22
12 50
32 38
11' 13.7'
11'
11'
11'
2'
(Tot 14)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 14)
Pvmt MARKING BIKE LANE ARROW
11'
10.8'12'
11.8'
11.9'
11'
11.5'
11.5'
+65 +02 +99 +9
5 +
4 9
+
4 7
+
8 7
3 4 2025 6 7 8 9 2030 1 2 3 4
2035 6
+22
25M
29 11' 13.2'
+
4 6
11'11'
11.5'11.5'
(Tot 2)
Pvmt MARKING TYPE IV (L) ARR
27B
QWICK KURB
+
9 7
QWICK KURB
+
1 6
+
9 0
+
3 7
R/W
R/W
R/W
R/W
(Tot 2)
Pvmt MARKING (AHEAD)
(Tot 2)
Pvmt MARKING (SIGNAL)
(Tot 2)Pvmt MARKING TYPE IV (L) ARR
24" Wht LIMIT LINE
308
10'
11'
11'
11'
11'
6'
11' 4'
5'
11'
PD-14
MAT
CH
L
INE
S
t
a
2 051
+
5 0
MAT
CH
L
INE
S
ta
2036
+
90 x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:24
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na014.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na014.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
CORRAL
CANYON
Rd
WH
TSOP
BU
CC
SOP T
YRD
YRD
ISNGLAISGNLAHAAED HAADE
ROUTE 1
"PCH_50-50.5"LINE
SB ROUTE 1
NB ROUTE 1
11'
11'
13.7'
11.5'
13.7'
27B
12 27B
32 50
38 50
C
39M
39 E
39 B
K
B
D
39 K
C
C
39A
12 25M
39 39M
27B
50 27B
38 50
(Tot 2)
Pvmt MARKING TYPE I (18'-0") ARR
(Tot 9)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 9)
Pvmt MARKING BIKE LANE ARROW
+01+16
+
5 1 +70 +36 +56
+16 +76
+
3 2
+70
+
2 0
+
89 +23
+83
+29
+48
+18
+78
39M
5'
11'
11'
11.5'
11.5'
14.1'
11'
12'
10.3'
11'
11'
11'
11'
2'
"P
C
H_50
.
5 -56
" 204
9 +34
.57
B
e
g
7 8
9 2040 1 2 3
4 2045
6 7
8 9
2050
1 "P
C
H_50
-50
.
5 " 2049
+
3 4
.57
END
+98
+97
+96
05 05
PMH
PMH
50 50MPH MPH
(Tot 4)
Pvmt MARKING (50)
(Tot 4)
Pvmt MARKING (MPH)
QWICK KURB
QWICK KURB
24" Wht LIMIT LINE
+37
+73
11.5'
+94 +65
R/W
R/W
24" Wht LIMIT LINE
Wht LADDER CROSSWALK
(Tot 2)
Pvmt MARKING (SIGNAL)
(Tot 2)
Pvmt MARKING (SIGNAL)
(Tot 3)
Pvmt MARKING TYPE IV (L) ARR
24" Wht LIMIT LINE
309
11'
11'
11'
11'
11'
11'
11'
11'
2'
4'
6'
5'
PD-15
M
A
T
C
H
L
IN
E
S
t
a 2051
+50
M
A
T
C
H
L
IN
E
S
t
a
206
6 +
3 0
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:24
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na015.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na015.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
ROUTE 1
"PCH_50.5-56"LINE
SB ROUTE 1
NB ROUTE 1
(Tot 10)
PvmtMARKING BIKE LANE SYMBOL W/O PERSON
(Tot 10)
Pvmt MARKING BIKE LANE ARROW
+00
+50 +
3 1
+
81 +35
+
70 +20
+63
+20 +84 +63
+
1 0
10'
11'
11'
11'
11'
2'
5'
11'
10.8'
11'
11.2'
11.8'
12.3'
10.8'
10.7'
11.2'
13.9'
5'
2 3
4 2055
6 7
8 9
2060
1 2
3 4
2065
6 +84
11.2'
25M
+44
29 +
8 6
+
7 7
24" Wht LIMIT LINE
R/W
R/W
E
39 B
K
39 39M
12 25M
E
39 39M D
C
27B
C
38 27B
(Tot 2)
Pvmt MARKING TYPE IV (L) ARR
27B
C
310
PD-16
MATCH
LINE
S
ta
2 080+30
M
A
T
C
H
L
IN
E
S
t
a 2066
+30
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:24
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na016.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na016.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
TSOP
SEAGULL WAY
ROUTE 1
"PCH_50.5-56"LINE
(Tot 15)
PvmtMARKING BIKE LANE SYMBOL W/O PERSON
(Tot 15)
Pvmt MARKING BIKE LANE ARROW
SB ROUTE 1
NB ROUTE 1
+41+64
+
5 7
12.3'
10.8' 11'
11'
11'
11'
11'
11'
11'
11'
2' 2'
10.7'
16.3'
11.6'
16.2'
7 8 9 2070 1 2 3 4 2075 6
7 8
9 2080
5'
12.3'
10.8'
11.2'
13.9'
27B
10.7'
+
99 16.3'
50 50
27B
50 27B
50 29
12 38
27B
11'
+
18 +49 +
6 8
11'
LATIGO
CANYON
Rd
24" Wht LIMIT LINE
+
08 11' 11'
11' 11'
11' 11'
R/W 11'11'
R/W
12 C
39M
39 25M
39 39M
C
C
311
MATCH
L
INE
S
t
a
20 9
4 +
5 0
M
A
T
C
H
L
IN
E
S
t
a 2080
+30
PD-17
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:24
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na017.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na017.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
POST
POST
TSOP
POST TSOP
DRY
RD Y
YRD
SEA
VISTA
Dr
"
ROUTE 1 PCH_50.5-56"LINE
SB ROUTE 1
NB ROUTE 1
1 2 3
4 2085
6 7
8 9
2090
1 2 3
4 11'
+03
+
69 +22
11'
+79
Pvmt MARKING TYPE IV (L) ARR
10'11'
+36
11'
11'
11'
11.3'
2' 5'
5'
10.8'
11'
11.3'
12.5'
6.2' 12'
11'
11'
10.8'
11.6'
11.4'
11'
2'
5'
C
K
27B
22 29
+
5 7
+
00 +5
0 +
85 +
0 5
+
3 9
+
18 24" Wht LIMIT LINE
+
94 2'
+
69 11'
11'
11'
11'
+
19 10.8'
11.6'
11.4'
11'
11'11'11'11'11'11'
11'11'
11'
11'
11'
R/W
R/W
C
L
25M
39 C 39M
38 Pvmt MARKING TYPE IV (L) ARR
C
27B
38 25M
29 12
39M 39
C
39M
39 (Tot 6)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 6)
Pvmt MARKING BIKE LANE ARROW
312
MA
T
C
H
L
INE
S
t
a
209
4 +50
PD-18
MATCH
LINE
Sta
2 1
07+50
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:24
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na018.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na018.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
TSOP
A
SPH
ROUTE 1
"PCH_50.5-56"LINE
SB ROUTE 1
NB ROUTE 1 2095 6 7 8 9 2100 1 2
3 4
2105
6 7
10.8'
11.6'
11.4'
11'
10.8'
11.6'
11.4'
11'
MPH
MPH50
50 PMH
PMH50
50 (Tot 4)
Pvmt MARKING (MPH)
(Tot 4)
Pvmt MARKING (50)
39 E
K
25M
11'
11'
11'
11'
2'
2'
5'
5'
+35
+
7 0
+27
+72
+4
3 +
13 4'
6'
R/W
R/W
39M
39 C C
K
P
C
12 C
K
C
39 39M
(Tot 9)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 9)
Pvmt MARKING BIKE LANE ARROW
313
MATCH
LINE
S
ta
212
1 +90
MA
T
C
H
L
INE
S
t
a 2107
+50
PD-19
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:24
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na019.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na019.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
V
IA
E
S
C
OND
ID
O
V
IA
E
S
C
OND
ID
O
ROUTE 1
"PCH_50.5-56"LINE
SB ROUTE 1
NB ROUTE 1
8 9 2110 1 2
3 4
2115
6 7
8 9
2120
1 11'
11'
11'
11'
11'
11'
11'
11'
2'
6'
4'
5'
25M
11'
2'
5'
50 P
39M
11.2'
11'
9'
11'
11'
11'
11'
2'
+
40 +
8 9
+
7 9 +29
+
91+46
+
1 9
+
5 4
+
17 +9
7 +
89 +
66+
11 +49
+
68 +40
+26
+23 +73
+
2 8
8'
5'
2'
5'
+
56 +79 +13
11'
11' R/W
R/W
39 E
39 39M
C
39 39M
K
C
L
C
39M
12 38
22 39
(Tot 4)Pvmt MARKING TYPE IV (L) ARR
12 29
O R
C
27B
N
R
39 29
27B
38 50
50 38
50 N
22 (Tot 15)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 15)
Pvmt MARKING BIKE LANE ARROW
314
M
A
T
C
H
L
IN
E
S
t
a 2121
+90
PD-20
MA
T
C
H
L
IN
E
S
t
a
2 1
3 5
+
3 0
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:24
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na020.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na020.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
S
GATE
UB
MEADOW
S
C
t
ROUTE 1
"PCH_50.5-56"LINE
SB ROUTE 1
NB ROUTE 1
2 3 4 2125 6 7 8 9 2130 1 2 3 4 2135 11' 11' 11'
11'
2'
5'
5'
29 +19
+64 +14
+51
+49
+83
+60 +26 +93 +34 +79 +29+64 +86 +14
10' 4'
6'
10' 4'
6'
5'
11'
11'
11'
11'
11'
11.8'
16.2'
11'
5.7'
2'
12'11'
10.2'
R/W
R/W
29 39
39M
39 12
39M
C K
C
27B
K
B
27B
B
K
39 39M
39 E
39M
K
39M C 39
39 C
E
D
(Tot 8)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 8)
Pvmt MARKING BIKE LANE ARROW
315
M
A
T
C
H
L
IN
E
S
t
a 2135
+30
MA
T
C
H
L
IN
E
S
t
a
2 1
4 9
+
7 0
PD-21
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:24
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na021.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na021.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
S PIPE
A
SPH
D
I
RT
D
I
RT
C ON C RD Y
P
VC
ROUTE 1
"PCH
_50.5-56"LINE
SB ROUTE 1
NB ROUTE 1
6 7 8 9 2140 1 2
3 4 2145 6
7 8 9
11'
11'
16.2'
11.8'
39 38
39M
38 C
29 39
39M
12'
10.8'
5' 8.9'
5'
12'
12'
12'
11'
12'
11'
+28
+23
+
3 0
+24+33
+
5 8
+78 +73 +73 +58 +37
+93
+
2 5
+
0 3
+80
(Tot 2)
Pvmt MARKING TYPE IV (L) ARR
9.4'
+
1 8
39A
11.7'
12'
12'
11'
8.8'
11'11'16'11'2'
+
6 8
R/W
R/W
K 12
29 39
39M
C
K
50 12
22 39M
39 C C K C
27B
50 K
C
K
C
22 (Tot 2)Pvmt MARKING TYPE IV (L) ARR
39 39M
K
39 C
39M
C
27B
C
K
C
32 Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
Pvmt MARKING BIKE LANE ARROW
316
MATCH
LINE
Sta
2149+70
MATCH
LINE
S
ta
2164+
1 0
PD-22
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:37
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na022.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na022.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
RD Y
DRY
OLD RD
YRD
STAIRS
LO D Rd
W
IND
ING
W
ay
ROUTE 1
"PCH_50.5-56"LINE SB ROUTE 1 NB ROUTE 1 2150 1 2
3 4
2155 6 7 8 9
2160
1 2
3 4
05 05PMH
PMH
MPH
MPH50
50 12'
12'
12'
11'
9.4'
12'
12'
11.5'
11.3 11.5' '
24" Wht LIMIT LINE
27B
32 +
69 +
15 +10 +90
+51
+XX
+
55 +00+10
+40
+23
+60 +32+83
R/W
R/W
12 27B 27B 50
29 32
27B
12 27B 38
50 22
29 22
(Tot 2)Pvmt MARKING TYPE IV (L) ARR
(Tot 4)
Pvmt MARKING (50) (Tot 4)
Pvmt MARKING (MPH)
317
M
A
T
C
H
L
IN
E
S
t
a 2164
+10
M
A
T
C
H
L
IN
E
S
t
a
2 177
+10
PD-23
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:24
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na023.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na023.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
SEA
LANE
WAY
BU
BU
STAIRS
W
IND
ING
WAY
4 AHEADAHEADSIGNAL SIGNAL
SB ROUTE 1
NB ROUTE 1
2165 6 ROUTE 1 7 8 9 2170 1 2 3 4 2175 6 7
"PCH_50.5-56" LINE
12 +90
+
9 0
+
8 0
+45
+63
+38
+30
+
9+01
9 +
0 +7
31 11'
11'
11.3'
11'
3.2'
11'
2'
5'
12' 5'
12'
11.5'
11.5'
11.3'
12'
12'
11.5'
11.5'
11'
11'
11'
11'
11'
11'
11'
2'
29 (Tot 4)
Pvmt MARKING TYPE IV (L) ARR
+95 +38
+30
R/W
R/W R/W
27B
27B
32 12
50 39M 39
38 (Tot 2)
Pvmt MARKING TYPE IV (L) ARR
C
50 22
38 39M
39 C
(Tot 2)
Pvmt MARKING (SIGNAL)
(Tot 2)
Pvmt MARKING (AHEAD)
22 29
27B
C
27B
C
318
PD-24
MAT
C
H
L
INE
S
t
a
2190
+
90 MA
T
C
H
L
INE
S
t
a 2177
+10
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:24
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na024.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na024.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
PIPE
DI
RAMIREZ
CANYON
Rd
PARADISE
COVE
Rd
ROUTE 1
"PCH_50.5-56"LINE
SB ROUTE 1
NB ROUTE 1
8 9 2180 1 2 3
4 2185
6 7
8 9
2190
12 N
N
22 38
50 Wht LADDER CROSSWALK
24" Wht LIMIT LINE
N
32 39
39M
(Tot 12)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 12)
Pvmt MARKING BIKE LANE ARROW
C
P
N
N
38 29
12 22
50 (Tot 2)
Pvmt MARKING TYPE IV (L) ARR
+63 +48 +92
+43 +47
+21
+80
+02
+
3 4 +30
+
5 7+53 +28
+
9 8
+39
+07 +52
+
3 4+59
+64
+98
11'
11'
11'
11'
2'
5'
2'
5' 5'
2'
12'
11'
11'
11.3'
10.8'
11'
11'
11.3'
11'
3.2'
11'
11'
11.3'
11'
8'
11'
11.6'
8.5'
2'
5'
+63 +83
11'
11'
11'
11'
2'
+80
29 50
R/W
R/W
R/W
39 R
12 Wht LADDER CROSSWALK
27B
27B
29 39M
L
39 R
50 39
R
39 R
50 Pvmt MARKING TYPE IV (L) ARR
319
M
A
T
C
H
L
IN
E
S
t
a
220
3 +
3 0
M
A
T
C
H
L
IN
E
S
t
a 2191
+90
PD-25
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na025.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na025.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
RA
M
IREZ
M
E
S
A
D
r
BU
ROUTE 1
"PCH_50.5-56"LINE
SB ROUTE 1
NB ROUTE 1
1 2 3 4 2195 6 7 8 9 2200 1 2
3 39M C
39A
12 C
38 29
22 38
Pvmt MARKING TYPE IV (R) ARR
Pvmt MARKING TYPE IV (L) ARR
12 +77
+77 +87 +75 +52
+96
+
1 3
+04
+02
+75
+52
+25
11'11'11'11'
2'
11'11'11'11'
2'
5'
5'
11'
11.7'
11'
11'
11'
11.5'
11'11'
R/W
R/W
27B
39 39M
27B
39 50
Pvmt MARKING TYPE IV (L) ARR
27B
50 29
(Tot 2)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 2)
Pvmt MARKING BIKE LANE ARROW
320
PD-26
MATCH
LINE
Sta
2203
+30
MATCH
LINE
Sta
2217+70
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na026.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na026.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
POOL
BU
DRY
YRD
WH
BU
SOP T
ZUMA
VIEW
Pl
ZUMA
VIEW
Pl
ZUM
IREZ
D
r
Z
UM
IREZ
D
r
AHEADAHEADSIGNAL SIGNAL
50MPH KEP KEP
KECLEPARCLEARCLE
ROU AR TE 1
"PCH_50.5-56"LINE
SB ROUTE 1
NB ROUTE 1
4 2205
6 7
8 9
2210 1 2
3 4
2215
6 7
50MPH
50 50
PMH
PMH
11.7'11.7' 11'
11'
11.5'
11'
11'
38 50
24" Wht LIMIT LINE
12" Wht LIMIT LINE
24" Wht LIMIT LINE
50 27B
22 12
27B
Pvmt MARKING TYPE IV (L) ARR
(Tot 4)Pvmt MARKING (50)
(Tot 4)Pvmt MARKING (MPH)
38 22
50 38
50 Wht LADDER CROSSWALK
C
50 39
39M
29 K
12 12" Wht LIMIT LINE
27B
37B
38 50
C
K
C
C
39M
39 24" Wht LIMIT LINE
5'
5'
+97
+05
+59
+74 +24
+
80 +
5 4
+54
+84
+35 +09
+
76+63
+09
+01
+
1 4
+
1 4
+
08 +44
+36 +35 +27
+75
+24
+8
1 +20
+ + 95 55
+
04 11.5'
11.4'
11.4'
11.6'
5.7'
Pvmt MARKING TYPE VII (L) ARR
Pvmt MARKING TYPE IV (R) ARR
10.5'11.9'
11.7'
+
92 R/W
R/W
(Tot 3)Pvmt MARKING TYPE IV (L) ARR
(Tot 2)Pvmt MARKING TYPE IV (R) ARR
27B
12 27B
(Tot 2)Pvmt MARKING (AHEAD)
(Tot 2)Pvmt MARKING (SIGNAL)
(Tot 3)Pvmt MARKING TYPE VI ARR
(Tot 3)Pvmt MARKING TYPE IV (L) ARR
(Tot 3)Pvmt MARKING (KEEP)
(Tot 3)Pvmt MARKING (CLEAR)
29 321
PD-27
MATCH
LINE
S
ta
2217
+
70 MAT
CH
L
INE
S
ta
2230
+
70 x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na027.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na027.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
UB
ASPH
ZUMA
MESA
D GA r LAHAD
Dr
AHEADAHEADSIGNAL SIGNAL AHADEAHADEISNGLA ISGNLA
AHADE
AH ISADE GNLA ISNAGL
ROUTE 1
"PCH_50.5-56"LINE
SB ROUTE 1
8 9 NB ROUTE 1
2220
1 2 3
4 2225
6 7
8 9
2230
11.5'
11.4'
11.4'
11.6'
5.7'
5'
5'
(Tot 4)
Pvmt MARKING (AHEAD)
29 K
25M
C
C
Pvmt MARKING TYPE IV (R) ARR
38 C 37B
C
(Tot 2)
Pvmt MARKING (AHEAD)
(Tot 2)
Pvmt MARKING (SIGNAL)
C 12
27B
29 39A
C
11'
11'
11.4'
11.3'
8.7' 11'
11'
11'
11'
6.8'
11'
11' 2'
11'
11'
8'
+
59 +35 +31
+
18 +
30 +
+ 67 67
+27
11.4'
11.3'
R/W
R/W
R/W
39M
39 39
39M
25M
K
K
27B
39 39M
(Tot 4)
Pvmt MARKING (SIGNAL)
(Tot 11)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 11)
Pvmt MARKING BIKE LANE ARROW
322
PD-28
MATCH
L
INE
S
t
a
224
4 +
10 MAT
CH
L
INE
S
ta
2230
+
70 x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na028.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na028.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
BU
BU
CAVALLERI
Rd
KANAN DU
M
E
R
d
PORTSHEAD
RD
ROUTE 1
"PCH_50.5-56"LINE
SB ROUTE 1
NB ROUTE 1
EKP
LECRA
CLEARKEEP
AHEADAHEAD SIGNAL SIGNAL
AHEADAHEAD SIGNAL
SIGNAL
1 2
3 4
2235
6 7
8 9
2240 1 2 3
4 11'
11'
8.7'
11'
11'
10.5'
11'
11'
Pvmt MARKING TYPE IV (R) ARR
11.4'
11.3'
12 29
27B
24" Wht LIMIT LINE
24" Wht LIMIT LINE
38 24" Wht LIMIT LINE
(Tot 2)Pvmt MARKING (CLEAR)
(Tot 2)Pvmt MARKING (KEEP)
12 (Tot 2)Pvmt MARKING (SIGNAL)
(Tot 2)Pvmt MARKING (AHEAD)
27B
38 22
22 24" Wht LIMIT LINE
+49+00
+43+98
+
63 +
36 +20
+68 +48
+
00 +22
+
16 +
75 +
15 +
65 +
73 +26
+34+43
+84
+
30 +48
11'
11'
11' 4 11' .2' 10'
10.5'
R/W
R/W
40 50
29 12
27B
50 27B
27B
(Tot 6)Pvmt MARKING TYPE IV (L) ARR
29 38
50 Wht LADDER CROSSWALK
50 323
MATCH
LINE
Sta
2244+
10 PD-29
MATCH
LINE
Sta
2258+30
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na029.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na029.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
B
T
ST
TE GA
BU
HEATHERCLIFF
Rd
ROUTE 1
"PCH_50.5-56"LINE
SB ROUTE 1
NB ROUTE 1 2245 6
7 8
9 2250
1 2 3 4
2255
6 7
EHA 8 ADAHAED ISNGLA
ISGNAL
11'
11'
11'
11'
11'
11'
11'
11'
2'
4.2' 11'
11'
11'
11'
27B
12 (Tot 2)
Pvmt MARKING (SIGNAL)
(Tot 2)
Pvmt MARKING (AHEAD)
24" Wht LIMIT LINE
27B
C
29 C
C
39M
C
39A
27B 39
+91
+
91 +11+47
+31+
74 +65+15
+20+21 +71
+
5 3 +09
5'
11'11'11'
3.5'
5'
11'
10'11'
+43
R/W
R/W
R/W
Wht LADDER CROSSWALK
C
39 K
39M
39 39
39M
K
39 39M
50 24" Wht LIMIT LINE
(Tot 3)
Pvmt MARKING TYPE IV (L) ARR
(Tot 3)
Pvmt MARKING TYPE IV (R) ARR
29 50
22 38
324
MATCH
LINE
S
ta
2 2
58 +
30 M
A
T
C
H
L
IN
E
S
t
a 2272
+30
PD-30
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na030.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na030.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
PIPE
PIPE
PIPE
PIPE
ROUTE 1
"PCH_50.5-56"LINE
SB ROUTE 1
NB ROUTE 1
AHEAD
AHEAD
SIGNALSIGNAL
9 2260 1 2 3 4 2265 6 7 8 9 2270 1 2 50 50MPHMPH 05 MP05H MPH C
C
39M
39 (Tot 2)
Pvmt MARKING (SIGNAL)
(Tot 2)
Pvmt MARKING (AHEAD)
(Tot 4)
Pvmt MARKING (50)
12 (Tot 13)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 13)
Pvmt MARKING BIKE LANE ARROW
(Tot 4)
Pvmt MARKING (MPH)
C
C
C
C
C
39M 39
K
C
11'
11'
11'
11'11'
11'
11'
11'
2'
11'
11'
11' 2' 11' 11'11'
11' 5'
5'
+27 +94
++
77 20
+27+53 ++
02 02
+43 +64
R/W R/W
R/W
K
29 39
39M
K
K
39 39M
39M
39 K
39 39M
39 39M
325
MATCH
LINE
S
ta
2272+30
MATCH
LINE
Sta
22 85+70
PD-31
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na031.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na031.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
WESTWARD BEACH Rd
UB
B
ON
S
ALL
Dr
UB
PIP
ROU E
"PCH TE 1 _50.5-56"LINE
SB ROUTE 1
NB ROUTE 1
SIGNALSIGNAL AHEAD
AHEAD
3 4
2275 6
7 8 9 2280 1
2 3
4 2285
10.6'
11'
10.6'
11'
11'
9.4'
11 11 ' '
11'
5'
2'
11'
11' 11'
11'
11'
11'
5'
K
C
39M
39 C
39M 39
25M
(Tot 2)
Pvmt MARKING (AHEAD)
(Tot 2)
Pvmt MARKING (SIGNAL)
13.7' 11'
11'
8.5'
11'
11'
11'
11'
9.7'
39 39M
(Tot 2)
Pvmt MARKING TYPE IV (R) ARR
29 C K
27B
39M
39 C
29 C
K
38 29
39 39M
39 39M
39 24" Wht LIMIT LINE
24" Wht LIMIT LINE
38 22
50 C
L
39 24" Wht LIMIT LINE
39 39
50 C
11'
11'
2'
6.2'
11'
11'
+
63 +
16 +77
+82
+
7 2
+
00 +
10 +40
+
7 2
+
76 +4
0 +
8 2
+83
+27 +42
+
9 7
+
3 3
+
90 +
1 9
+
6 0
+60
+31
+09 +69
+79
+04
R/W
R/W
L
39 12
K
39M
39 39
39M
29 (Tot 5)
Pvmt MARKING TYPE IV (L) ARR
Pvmt MARKING TYPE I ARROW
(Tot 11)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 11)
Pvmt MARKING BIKE LANE ARROW
SB ROUTE 232
326
MAT
CH
L
INE
S
t
a
22 85
+
7 0
MATCH
LINE
Sta
2298+70
PD-32
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na032.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na032.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
BU
BU
BU
B
U
S
C
H
D
r
ZUMA ACCESS Rd BU
BU
SP
ZUMA BEACH Rd
ROUTE 1
"PCH_50.5-56"LINE SB ROUTE 1
NB ROUTE 1
SIGNALSIGNAALHEAD 6 AHEAD 7 8 9 2290 1 2 3 4 2295
6 7
8 2
1 22 11'11'11'11 2' '
(Tot 2)
Pvmt MARKING (SIGNAL)
(Tot 2)
Pvmt MARKING (AHEAD)
12 39M
38 C
"B
U
S
C
"
L
INE
24" Wht LIMIT LINE
27B
C
C
50 22
P
C
27B
50 C
N
N
2'
5'
7'
9.4'
11'
11'
11'
11'
5'
10.6'
5'
10.6'
11'
11'
C
C
50 C
12 39
39M
29 Pvmt MARKING TYPE IV (R) ARR
+
14 +64
+48
+02
+12
+52
+11
+61 +05
+55
+70
+04
+
50 +29
+
66 +87
+86 +46 +05 + +
72 02
+36
+31
11'
11'
2'
R/W
R/W
K
36M
39M
39 39
R
K
39M
39 39
R
25M
K
K
39M
39 L
Wht LADER CROSSWALK
24" Wht LIMIT LINE
39M
39 39
C
50 (Tot 6)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 6)
Pvmt MARKING BIKE LANE ARROW
327
MATCH
LINE
Sta
2298+70
MATCH
LINE
Sta
2312+50
PD-33
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na033.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na033.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
ASPH
ROUTE 1
"PCH_50.5-56"LINE
SB ROUTE 1
NB ROUTE 1
9 2300
1 2
3 4 2305
6 7
8 9
2310
1 2
N
N
12 N
N
K
N
P
39 K
C
27B
K
39M
39 11'
11'
11'
11'
2'
5'
5'
2'
11'
11'
11'
11'
7'
5' 2'
7'
2'
5'
7'
5'
11'
11'
11'
11'
2'
11'
11'
11'
11'
+47 +05
+96
+78
+66
+41
+72
+95
+85
+72
11'
11'
R/W
R/W
39M
39 39
R
25M
K
39 R
39M
39 K
39 R
(Tot 3)Pvmt MARKING TYPE VI ARR
(Tot 11)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 11)
Pvmt MARKING BIKE LANE ARROW
328
M
A
T
C
H
L
IN
E
S
t
a
231
2 +
5 0
M
A
T
C
H
L
IN
E
S
t
a 2326
+70
PD-34
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na034.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na034.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
UB
UB
WH
WH
WH
UB
POST
POST
POST TSOP
UB
CNOC
C ON C
C ON C
C ON C
FP
TSOP
GATE
UB
UC
MORN
ING
V
IEW
D
r
ZUMA BEACH ACCESS Rd
SB ROUTE 1 NB ROUTE 1 ISGNAL ISGNAL
AHAEDAHADE
3 4 2315 6 7
8 9 2320 1 2 3 4 2325 6
ROUTE 1
"PCH_50.5-56"LINE
05 05PMH
PMH
50 M
50PH
MPH
11'
11'
11'
11'
11'
11'
11'
11'
2'
5'
5'
11'
11'
11'
11'
11'
11'
11'
11'
2'
11'
10'11'
(Tot 4)Pvmt MARKING (MPH)
(Tot 4)Pvmt MARKING (50)
(Tot 2)
Pvmt MARKING (AHEAD)
(Tot 2)
Pvmt MARKING (SIGNAL)
11'11'
C
K
C
C
27B C
39M
39 12
C
50 38
22 12
25M
5' 8'
24" Wht LIMIT LINE
7.2'11'
11'
+23
+80
+
5 3
+54
+32
+84
+93+47
+64
+24
+42 +29
+44
+43
+82 +69 +19+79
+49
+10
QWICK KURB
R/W
R/W
39M
39 39
39M
(Tot 2)Pvmt MARKING TYPE IV (L) ARR
29 YELLOW LADER CROSSWALK
L
C
39M
39 25M
39M
39 K
39 39M
(Tot 2)
Pvmt MARKING TYPE IV (R) ARR
50 39M
39 27B
38 (Tot 13)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 13)
Pvmt MARKING BIKE LANE ARROW
329
PD-35
MA
T
C
H
L
IN
E
S
t
a
3222
+30
MATCH
L
INE
S
ta
2326
+
70 x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na035.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na035.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
UB
UB
C ON C
CNOC
ZUMA BEACH Rd ZUMA BEACH ACCESS Rd
ROUTE 1
"PCH_56-63"LINE SB ROUTE 1
NB ROUTE 1
R
39 K
38 N
+66 +06
+27
+73
+35
+79 +65
+24
AHEADAHEAD SIGNAL
SIGNAL
39M
39 K
N
39 39M
N
+78
22 "P
C
H_5
0 .
5 -
5 6
"
233
6 +
0 9
.
5 4
B
k
=
"P
C
H
_50
.
5 -
5 6
"
2 336
+
9 .
5 4
EN
D
"P
C
H
_56
-63
"
3 2
1 7
+
2 6
.
4 8
B
e
g
"P
C
H_5
6 -63
" 3217
+26
.
4 8
AHD
7 8
9 2330
1 2
3 4 2335 6 8 9 3220 1 2
ROUTE 1
"PCH_50.5-56"LINE
11'
11'
11'
11'
10.5'
11'
11'
11'
10.5'
11'
7' 2'
5'
5'
(Tot 2)
Pvmt MARKING (SIGNAL)
(Tot 2)
Pvmt MARKING (AHEAD)
+45
25M
11'
11'
2'
11'
11'
11'
11'
2'
11'
11'
11'
11'
5'
5'
5'
2'
11'
8.2'11'
5'
2'
QWICK KURB
R/W
R/W
39 R
39 R
29 Pvmt MARKING TYPE IV (L) ARR
K
12 P
(Tot 16)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 16)
Pvmt MARKING BIKE LANE ARROW
330
M
A
T
C
H
L
IN
E
S
t
a 3222
+30
MATCH
LINE
S
ta
3236+
90 PD-36
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na036.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na036.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
ZUMA BEACH Rd
UB
ROUTE 1
"PCH_56-63"LINE
NB ROUTE 1
SB ROUTE 1
22 12
22 50
50 39M
12 N
38 +52
+62
+12 +62+66 +22
3 4 3225 6 7 8 9 3230 1 2 3
4 3235
6 11'
11'
11'
5'
11'
11'
11'
11'
2'
N
+16
11'11' 2'
5'
7' 2'
5'
11'11'
9.7' 11'
11'11'11'
2'
11'11'
10.5'
11'11'11'
10.5'
11'
5'
QWICK KURB
R/W
R/W
39 29
39 R
K
38 (Tot 3)Pvmt MARKING TYPE IV (L) ARR
39 R
(Tot 19)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 19)
Pvmt MARKING BIKE LANE ARROW
331
MAT
C
H
L
INE
S
t
a 3236
+90
M
A
T
C
H
L
IN
E
S
t
a 3251
+70
PD-37
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na037.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na037.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
ZUMA BEACH Rd
GUERN
S
EY
Av
e
ROUTE 1
"PCH_56-63"LINE
SB ROUTE 1
NB ROUTE 1
50 N
39 R
29 12
39M
39 C
24" Wht LIMIT LINE
N
50 C
12 N
K
N
+32 +72 +72
+17
+82
+22
+72
+82 ++
47 40+
0 0
+
72 +23
7 8
9 3240
1 2 3
4 3245 6 7 8 9 3250 1
50 05PMH
PMH
50 M
50PH
MPH 11'
11'
11'
11'
11'
11'
11'
11'
6.2'
39 (Tot 4)
Pvmt MARKING (50)
(Tot 4)
Pvmt MARKING (MPH)
11'
11.2' 11'
11'
11'
8.6'
11'
11'
11'
11'
5'
5'
2'
2'
11'
11'
11'
11'
2'
5'
2'
2'
5'
11'
11'
2'
+97
QWICK KURB
QWICK KURB
R/W
R/W
L
39M
39 38
(Tot 2)Pvmt MARKING TYPE IV (L) ARR
Wht LADER CROSSWALK
39M
39 39
R
R
29 (Tot 14)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 14)
Pvmt MARKING BIKE LANE ARROW
332
M
A
T
C
H
L
IN
E
S
t
a 325
1 +70
MA
T
C
H
L
IN
E
S
t
a 3266
+30
PD-38
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na038.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na038.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
UB
UB
BROAD BEACH Rd
GATE
CANYON
Rd
TRANCAS
ROUTE 1
"PCH_56-63"LINE
SB ROUTE 1 NB ROUTE 1
K
C
WhtLADER CROSSWALK
24"WhtLIMIT LINE
C
N
50 C
C
29 C
39M
39 N
R
38 N
+95
+
2 8
+16
+
3 9
+82
+89
+
2 0
++
985
1 +
7 9
+
8 3
+19
+95 ++
10 61
+16 +61
+40
+
4 0
+
7 2
+
2 +7
03 +
+
64 55 +99
+51
+
3 5
+
+
690
5 2 3 4 3255 6 7 8
9 3260
1 2
3 4 3265
6 14'
11.5'
12'
12'
11'11'
12'
12'
14'
11.5'
2'
5'
7' 5'2' 8'
8' 5'
11'
11'
11'
11'
11'
11'
11'
11'
6.2'
5'
2'
5'
7'
7' 2'
2'
5'
5'
+
1 8
11'
11'
2'
+
1 7
25M
38 12
25M
39 39
N
R
39 11'11'
2'
11.5'
12'
11.4'
QWICK KURB
R/W
R/W
50 L
K
K
39 39M
K
K
39M
39 R
39 39
(Tot 3)
PvmtMARKING TYPE IV (L)ARR
K
39M
39 C
39 R
K
39M
39 12
(Tot 6)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 6)
Pvmt MARKING BIKE LANE ARROW
24"WhtLIMIT LINE
333
MA
T
C
H
L
IN
E
S
t
a 3266
+30
PD-39
MATCH
LINE
Sta
3278
+30
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na039.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na039.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
25M
"PC
ROUTE 1 H_56-63"LINE SB ROUTE 1
NB ROUTE 1
P
N
38 +60
+23
+03
+29
+44
+81
+
0 9
AHEADAHEAD SIGNAL SIGNAL7
8 9 3270 1 2 3 4 3275
6 7
8 11'
11'
11'
11'
11'
11'
2'
(Tot 2)
Pvmt MARKING (SIGNAL)
(Tot 2)
Pvmt MARKING (AHEAD)
11'
11'
2'
5'
14'
11.5'
12'
12'
11'11'
12'
12'
14'
11.5'
2'
2'5' 7' 2'
5'
5'
+64
11'
11'
12'
QWICK KURB
R/W
R/W
39M
39 39M
39 12
R
K
29 (Tot 3)Pvmt MARKING TYPE IV (L) ARR
39 R
(Tot 16)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 16)
Pvmt MARKING BIKE LANE ARROW
334
M
A
T
C
H
L
IN
E
S
t
a 3278
+30
M
A
T
C
H
L
IN
E
S
t
a 3293
+
1 0
PD-40
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na040.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na040.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
P
I
P
E
LUNITA
Rd
ROUTE 1
"PCH_56-63" LINE SB ROUTE 1
NB ROUTE 1
24" Wht LIMIT LINE
12 +34
+
9 1
+41
+
3 9+
8 4
+06
+42+22
9 3280 1 2 3 4 3285 6 7 8 9 3290 1 2 3
11'
11'
11'
11'
10.5'
11'
11'
10.5'
11'
11'
8'
11'
11'
11'
11'
2'
11'
11'
11'
11'
5'
5'
11'
2'
11'
11'
11'
8.8' 11'
2' 11'
5' 5'
2'
39 N
R
12 38
22 50
N
50 L
+46
QWICK KURB
KURBQWICK
R/W
R/W
Pvmt MARKING TYPE IV (L) ARR
R
P
39 39M
39M
39 29
(Tot 18)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 18)
Pvmt MARKING BIKE LANE ARROW
335
MATCH
L
INE
S
ta
3293
+
10 MATCH
LINE
S
ta
3307
+
50 PD-41
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:26
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na041.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na041.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
CED K D
D D D D D DRY
3305
ROUTE 1
"PCH_56-63"LINE
SB ROUTE 1
NB ROUTE 1
C
C
P
12 22
+45
+
93 +36 +56
+
5 3
+
1 2
4 3295
6 7 8 9 3300 1 2 3
4 6
7 55
5PMH
PMH
55 MP
55H
MPH
11'
11'
11'
11'
2'
Pvmt MARKING TYPE IV (L) ARR
+
84 39M
39 N
K
+
37 (Tot 4)
Pvmt MARKING (55)
(Tot 4)
Pvmt MARKING (MPH)
11'
11'
11'
11'
10.5'
11'
11'
10.5'
5'
5' 2'
5'
8'
5'
11'
11' 9.1'
11'
11'
2'
QWICK KURB
KURB
QWICK
R/W
R/W
K
39M
39 39
39M
R 39
R
39 29
38 (Tot 18)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 18)
Pvmt MARKING BIKE LANE ARROW
336
M
A
T
C
H
L
IN
E
S
t
a 3307
+50
MA
T
C
H
L
INE
S
t
a
3 3
2 1
+
9 0
PD-42
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:26
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na042.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na042.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
LOO
S
C
H
EN
R
d
LA
HERMAN
Rd
TSOP
LA HERRAN Rd
LOO
S
H
E
N
R
d
ROUTE 1
"PCH_56-63"LINE
SB ROUTE 1
NB ROUTE 1
12 29
8 9 3310 1 2 3 4 3315 6 7 8 9 3320 1
11'
11'
11'
11'
2'
11'11'11'11'
2'
5'
5'
QWICK KURB
R/W
R/W
39 39M
39M
39 (Tot 21)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 20)
Pvmt MARKING BIKE LANE ARROW
337
MA
T
C
H
L
INE
S
t
a 3321
+90
PD-43
MATCH
LINE
S
ta
3 336
+
30 x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:26
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na043.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na043.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
ROUTE 1
"PCH
_56-63"LINE
SB ROUTE 1
NB ROUTE 1
12 29
C
C
P
+
7 +2
52 +57+
9 4
+50
+89
2 3
4 3325 6 7
8 9
3330
1 2
3 4
3335
6 11'
11'
11'
11'
11'
11'
11'
11'
2'
11'
11'
11'
11'
2'
5'
5'
5'
2'
QWICK KURB
R/W
R/W
R
39M
39 K
K
39M
39 39M
39 (Tot 17)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 18)
Pvmt MARKING BIKE LANE ARROW
338
PD-44
M
A
T
C
H
L
IN
E
S
t
a 3336
+30
MATCH
L
INE
S
t
a
3350
+
9 0
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:26
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na044.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na044.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
COTTONTAIL Ln
BROAD
BEACH
Rd
BROAD
BEACH
Rd
ROUTE 1
"PCH_56-63"LINE
SB ROUTE 1
NB ROUTE 1
39 39M
39 39M
C
50 22
N
50 39M
39 29
C
C
12 N
24" Wht LIMIT LINE
12 +
14 +
94 +
65 +
18 +4
7 +63 +15
+
7 4
+74 + +
14 57
+98+51 +07+5
7 +65 +58+24
7 8 9 3340 1 2 3 4 3345 6 7 8 9
335055 55
MPHMPH
55 55PMH
PM 11' H
11' 2'
C
K
39 39M
C
P
39M
(Tot 4)
Pvmt MARKING (55)
(Tot 4)
Pvmt MARKING (MPH)
11'
11'
11'
11'
11'
11'
11'
11'
2'
2' 5'
5'
5'
8' 2' 5'
QWICK KURB
QWICK KURB
6'
5.5'
11'
11'
11'
11'
R/W
39M
39 L
K
R
39 (Tot 2)
Pvmt MARKING TYPE IV (L) ARR
K
39 R
K
38 29
(Tot 13)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 13)
Pvmt MARKING BIKE LANE ARROW
339
MAT
CH
L
INE
S
t
a
3350
+
90 PD-45
MAT
CH
L
INE
S
t
a
3 365
+
5 0
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:26
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420na045.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9-30-25
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420na045.dgn SCALE: 1" = 50'
APPROVED FOR PAVEMENT DELINEATION WORK ONLY
PAVEMENT DELINEATION PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTES:
3360
3 4
3365
3360
3 (Tot 9)
Pvmt MARKING BIKE LANE SYMBOL W/O PERSON
(Tot 9)
Pvmt MARKING BIKE LANE ARROW
ROUTE 1
"PCH_56-63"LINE
C
N
SB ROUTE 1
NB ROUTE 1
+
3 6
+85+90 +88
+78+63
+58
+98
+
2 8
+53
1 2
3 4 3355 6 7 8 9
1 2
32 (Tot 2)
Pvmt MARKING TYPE IV (L) ARR
11'
11'
11'
11'
2'
5'
5' 11'
2'
5'
11'
11'
11.3'
2'
12.5'
12.8'
12.8'
12'
12.4'
11'
11'
11'
11'
+ 12.5'
14 +68
QWICK KURB
11.5'
11.5'
9'
7.5'
5.5'
6'
R/W
R/W
39 39M
K
K
K
K 39
39M
39 39M 39
R
39 R R
39 27B
39A
C 27B
K
N
12 29
P
340
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:59
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420nb001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
PDD-1
NO SCALE
PAVEMENT DELINEATION DETAILS
T
R
A FF
IC
D
ES
IG N ANH
D NGUYEN
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420nb001.dgn NGUYEN
ANH D
62370
9/30/25
07 LA 1 46.9/62.9 ## ##
20'-0"
2'-0" 5'-0" 6'-0" 6'-0"
Det 39
WHITE
DETAIL A
10'-0"
Det 39M
LEGEND:
NOTE:SEE A20D FOR ADDITIONAL STRIPING DETAILS.
50'-0"
2"
DETAIL 50
48'-0"
2" 6"
DETAIL 39M
24'-0"
6"
20'-0"
2'-0" 5'-0" 6'-0" 6'-0"
Det 39
6'-0"
WHITE
4'-0"
DETAIL B
BIKE LANE CONFLICT ZONES WITH 4' BUFFER
BEGINNING AND ENDING OF
Det 39M
10'-0"
4'-0"
BIKE LANE
Det 39M
Det 39
TYPE G Pvmt MARKER
PAINT (GREEN)METHYL METHACRYLATE
BIKE LANE
Pvmt MARKING
12" WHITE CHEVRON
Det 39
20'-0"
2'-0" 5'-0" 6'-0" 6'-0"
5'-0"TO6'-0"
WHITE
DETAIL C
BIKE LANE CONFLICT ZONES
BEGINNING AND ENDING OF
Det 39M
Det 39
DETAIL D DETAIL E
WHITE THERMOPLASTIC STRIPE
MARKING
Pvmt
CHEVRON
12" WHITE
MARKING
Pvmt
CHEVRON
12" WHITE
6'-0"4'-0"
4'-0"
10'-0" 10'-0"
Det 39M
Pvmt MARKING
12" WHITE CHEVRON
Var
48'-0"
2" 6"
24'-0"
TYPE H Pvmt MARKER
DETAIL 25M
YELLOW THERMOPLASTIC STRIPE
341
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:27
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420nb002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
PDD-2
NO SCALE
PAVEMENT DELINEATION DETAILS
T
R
A FF
IC
D
E
S
IG N ANH
D NGUYEN
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420nb002.dgn NGUYEN
ANH D
62370
9/30/25
LEGEND: 07 LA 1 46.9/62.9 ## ## NOTE:
SEE A20D FOR ADDITIONAL STRIPING DETAILS.
PAINT (GREEN)METHYL METHACRYLATE
Det 39M
Pvmt MARKING
12" WHITE CHEVRON
10'-0"
Det 39A
DETAIL H
4'-0" 8'-0" 4'-0"
6'-0"
EXTENSION THROUGH CONFLICT ZONES
DASHED BIKE LANE
5'-0" 6'-0" 6'-0"
Det 39A
4'-0" 8'-0"
Det 39
WHITE
Pvmt MARKING
12" WHITE CHEVRON
10'-0"
6'-0"
2'-0"
BEGINNING AND ENDING OF BIKE LANE MARKINGS
DETAIL I
5'-0" 6'-0"
6'-0"
4'-0" 8'-0"
Det 39
DETAIL J
CONTINUOUS BIKE LANE MARKINGS
WHITE
Pvmt MARKING
12" WHITE CHEVRON
10'-0"
3'-0"
2'-0"
1'-0" 1'-0"
4'-0"
2'-0"
Var
1'-0"
24" WHITE LIMIT LINE
4'-0"
(WHITE OR YELLOW LADDER CROSSWALK)
PREFORMED THERMOPLASTIC Pvmt MARKING
12'-0"
1'-0"
24" WHITE LIMIT LINE
4'-0"
(WHITE BASIC CROSSWALK)
PREFORMED THERMOPLASTIC Pvmt MARKING
DETAIL F DETAIL G
WHITE THERMOPLASTIC STRIPE
Det 39M Det 39M
Det 39A
10'-0"TO 15'-0"
6'-0"
3'-0"
3'-0"
20'-0" 20'-0"
342
Det 39A
DETAIL K
EXTENSION THROUGH CONFLICT ZONES
DASHED BIKE LANE
4'-0" 8'-0" 4'-0"
Var
5'-0"TO 10'-0"
2'-0" 5'-0" 6'-0" 6'-0"
5'-0"
WHITE
DETAIL M
BIKE LANE CONFLICT ZONES
BEGINNING AND ENDING OF
20'-0"
20'-0"
2'-0" 5'-0" 6'-0" 6'-0"
WHITE
Pvmt MARKING
12" WHITE CHEVRON
DETAIL N
BIKE LANE CONFLICT ZONES WITH 2' BUFFER
BEGINNING AND ENDING OF
10'-0"
2'-0"
5'-0"
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:27
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420nb003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
PDD-3
NO SCALE
PAVEMENT DELINEATION DETAILS
T
R
A FF
IC
D
E
S
IG N ANH
D NGUYEN
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420nb003.dgn NGUYEN
ANH D
62370
9/30/25
07 LA 1 46.9/62.9 ## ##
GAP Typ
18"
Typ
18"
Typ
18"
Typ
18"
DETAIL L
Det 39A(Mod)
EXTENSION THROUGH INTERSECTIONS
DASHED BIKE LANE
Typ
18"
Var
5'-0"TO 10'-0"
LEGEND: NOTE:
SEE A20D FOR ADDITIONAL STRIPING DETAILS.
PAINT (GREEN)METHYL METHACRYLATE
Det 39
Det 39M
BIKE LANE
Det 39
4 '-
0 "
BIKE LANE
Det 39
Det 39M
2'-0"
BIKE LANE
Det 39M
Pvmt MARKING
CHEVRON
12" WHITE
Det 39
DETAIL O
DETAIL P
DETAIL R
WHITE THERMOPLASTIC STRIPE
Det 39M
Det 39M
2'-0"
Det 39A
Det 39M
BIKE LANE
DETAIL S
3'-0"
Pvmt MARKING
12" WHITE CHEVRON
10'-0"
2'-0"
10'-0"
10'-0"
10'-0"
Pvmt MARKING
12" WHITE CHEVRON
Pvmt MARKING
12" WHITE CHEVRON
3'-0"
BIKE LANE
Det 39M
Pvmt MARKING
CHEVRON
12" WHITE
Det 39
DETAIL V
10'-0"
343
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:27
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420nb004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
PDD-4
NO SCALE
PAVEMENT DELINEATION DETAILS
T
R
A FF
IC
D
E
S
IG N ANH
D NGUYEN
TRINHT NGUYEN
JAMESMCANALITA/
ANHD NGUYEN
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420nb004.dgn NGUYEN
ANH D
62370
9/30/25
07 LA 1 46.9/62.9 ## ##
4'-11"
8'-0"
8"
4"
A=19.5 ftÄ
45 MPH MARKING
58'
DETAIL T
8' 50' 8'
45 M PH
50 MPH MARKING
58'
DETAIL U
8' 50' 8'
50 M PH
55 MPH MARKING
58'
DETAIL W
8' 50' 8'
55 M PH
4'-8"
8'-0"
8"
4"
A=19.0 ftÄ
4'-8"
8'-0"
8"
4"
A=19.0 ftÄ
A=19.5 ftÄ
8"
4"
344
PDQ-1
SHEET TOTAL
SUBTOTAL
STATION
"PCH_47-50" LINE
1852+02 TO 1864+70
PD-1
SHEETNo.
PD-2
PD-3
PD-4
PD-5
PD-6
PD-7
PD-8
PD-9
PD-10
PD-11
PD-12
PD-13
PD-14
PD-15
REMOVE
22 Det
(YELLOW)
DOUBLESOLID
25M
Det
(YELLOW)
SOLID
29 Det
(YELLOW)
DOUBLESOLID
6"
WASTE)
(HAZARDOUS
TRAFFIC STRIPE
THERMOPLASTIC
YELLOW
LF LF LF
27B
Det
(WHITE)
SOLID
LF
6" 8"
TRAFFIC STRIPE
THERMOPLASTIC
PAVEMENT DELINEATION QUANTITIES (REMOVAL)
32 Det
(YELLOW)
SOLID
LF
THERMOPLASTICPvmtMARKING
SQFT SQFT
MARKING(HAZARDOUSWASTE)
YELLOWTHERMOPLASTICPvmt
PAVEMENTMARKER
EA
38 Det
LF
(WHITE)
SOLID
"PCH_47-50" LINE
44+50 TO 57+50
"PCH_47-50" LINE
1879+10 TO 1893+70
"PCH_47-50" LINE
1893+70 TO 1907+70
"PCH_47-50" LINE
1907+70 TO 1922+30
"PCH_47-50" LINE
1922+30 TO 1936+70
"PCH_47-50" LINE
1936+70 TO 1951+10
"PCH_47-50" LINE
1951+10 TO 1965+50
"PCH_47-50" LINE
1965+50 TO 1979+70
"PCH_47-50" LINE
1979+70 TO 1994+30
"PCH_47-50" LINE
1994+30 TO 2008+50
2022+70 "PCH_50-50.5" LINE
2008+50 "PCH_47-50" LINE TO
"PCH_50-50.5" LINE
2022+70 TO 2036+90
2051+50 "PCH_50.5-56" LINE
2036+90 "PCH_50-50.5" LINE TO
"PCH_50.5-56" LINE
2051+50 TO 2066+30
340
1,904
880
2,8002,6922,880
926
2,622 5342,052 5541,986 8042,438 408 180 202,840 232,840 314 1,104 2,684 21
2,322 341,706 443
192 4,404 192
2,6562,644
654 33,774 10,280 1,730 3,440
46,438 3,440
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420nc001.dgn 07 LA
TRINHT NGUYEN
JAMESMCANALITA/
QUANTITIESPAVEMENT DELINEATION
ANHD NGUYEN
JAMESMCANALITA
TRA FFICDESIG N
1 46.9/62.9
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:28
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420nc001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
## ##
NGUYEN
ANH D
62370
9/30/25
345
PDQ-2
SHEETNo.
PD-25
PD-26
PD-27
PD-28
PD-29
PD-30
REMOVE
22 Det
(YELLOW)
DOUBLESOLID
25M
Det
(YELLOW)
SOLID
29 Det
(YELLOW)
DOUBLESOLID
6"
WASTE)
(HAZARDOUS
TRAFFIC STRIPE
THERMOPLASTIC
YELLOW
LF LF LF
4,412 46,028
170
60,993
27B
Det
(WHITE)
SOLID
LF
6" 8"
TRAFFIC STRIPE
THERMOPLASTIC
PAVEMENT DELINEATION QUANTITIES (REMOVAL)
32 Det
(YELLOW)
SOLID
LF
THERMOPLASTICPvmtMARKING
SQFT SQFT
MARKING(HAZARDOUSWASTE)
YELLOWTHERMOPLASTICPvmt
PAVEMENTMARKER
EA
38 Det
LF
(WHITE)
SOLID
PD-16
PD-17
PD-18
PD-19
PD-20
PD-21
PD-22
PD-23PD-24
SHEET TOTAL
SUBTOTAL
"PCH_50.5-56" LINE
2066+30 TO 2080+30
"PCH_50.5-56" LINE
2080+30 TO 2094+50
"PCH_50.5-56" LINE
2094+50 TO 2107+50
"PCH_50.5-56" LINE
2107+50 TO 2121+90
"PCH_50.5-56" LINE
2121+90 TO 2135+90
"PCH_50.5-56" LINE
2135+90 TO 3149+70
"PCH_50.5-56" LINE
2149+70 TO 2164+10
"PCH_50.5-56" LINE
2164+10 TO 2177+10
"PCH_50.5-56" LINE
2177+10 TO 2190+90
"PCH_50.5-56" LINE
2190+90 TO 2203+30
"PCH_50.5-56" LINE
2203+30 TO 2217+30
"PCH_50.5-56" LINE
2217+30 TO 2230+70
"PCH_50.5-56" LINE
2230+70 TO 2244+10
"PCH_50.5-56" LINE
2244+10 TO 2258+30
"PCH_50.5-56" LINE
2258+30 TO 2272+30
STATION
2,440 448 262,266 592 151,320
528 752 1,712
5,360
340 4,428
494 3,976 74 4,512356 4,496
5,200
1,314 1,888 83 458 4,348 52
5,600
230
302 1,240 2,240 38376 2,228 1,305
7,008 3,545 214
214
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420nc002.dgn 07 LA
TRINHT NGUYEN
JAMESMCANALITA/
QUANTITIESPAVEMENT DELINEATION
ANHD NGUYEN
JAMESMCANALITA
TRA FFICDESIG N
1 46.9/62.9
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:28
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420nc002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
## ##
NGUYEN
ANH D
62370
9/30/25
346
PDQ-3
SHEETNo.
PD-40
PD-41
PD-42
PD-43
PD-44
PD-45
REMOVE
22 Det
(YELLOW)
DOUBLESOLID
25M
Det
(YELLOW)
SOLID
29 Det
(YELLOW)
DOUBLESOLID
6"
WASTE)
(HAZARDOUS
TRAFFIC STRIPE
THERMOPLASTIC
YELLOW
LF LF LF
2,020 59,648
70,682
27B
Det
(WHITE)
SOLID
LF
6" 8"
TRAFFIC STRIPE
THERMOPLASTIC
PAVEMENT DELINEATION QUANTITIES (REMOVAL)
32 Det
(YELLOW)
SOLID
LF
THERMOPLASTICPvmtMARKING
SQFT SQFT
MARKING(HAZARDOUSWASTE)
YELLOWTHERMOPLASTICPvmt
PAVEMENTMARKER
EA
38 Det
LF
(WHITE)
SOLID
PD-31
PD-32
PD-33
PD-34
PD-35
PD-36
PD-37
PD-38PD-39
SHEET TOTAL
SUBTOTAL
"PCH_50.5-56" LINE
2272+30 TO 2285+70
"PCH_50.5-56" LINE
2285+70 TO 2298+70
"PCH_50.5-56" LINE
2298+70 TO 2312+50
"PCH_50.5-56" LINE
2312+50 TO 2326+70
TO 3222+30 "PCH_56-63" LINE
2326+70 "PCH_50.5-56" LINE
"PCH_56-63" LINE
3222+30 TO 3236+90
"PCH_56-63" LINE
3236+90 TO 3251+90
"PCH_56-63" LINE
3251+90 TO 3266+30
"PCH_56-63" LINE
3266+30 TO 3278+30
"PCH_56-63" LINE
3278+30 TO 3293+10
"PCH_56-63" LINE
3293+10 TO 3307+50
"PCH_56-63" LINE
3307+50 TO 3321+90
"PCH_56-63" LINE
3321+90 TO 3336+30
"PCH_56-63" LINE
3336+30 TO 3350+90
"PCH_56-63" LINE
3350+90 TO 3365+50
STATION
160 4,676 44 70430 1,732 376 150 335
2,760
230 1,667 1,564 265 139 19328 5,104372 4,916
5,640 152
1,970 1,388 799
278
4,800
152 5,440 24148 5,464
5,7605,760
200 5,280 27
3,480 885
8,129 885 265 333 1,426 278
598 1,426 278
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420nc003.dgn 07 LA
TRINHT NGUYEN
JAMESMCANALITA/
QUANTITIESPAVEMENT DELINEATION
ANHD NGUYEN
JAMESMCANALITA
TRA FFICDESIG N
1 46.9/62.9
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:28
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420nc003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
## ##
NGUYEN
ANH D
62370
9/30/25
347
PDQ-4
SHEET TOTAL
SUBTOTAL
STATION
SHEETNo.
L-54
L-55
L-56
L-57
L-58
L-59
REMOVE
22 Det
(YELLOW)
DOUBLESOLID
25M
Det
(YELLOW)
SOLID
29 Det
(YELLOW)
DOUBLESOLID
6"
WASTE)
(HAZARDOUS
TRAFFIC STRIPE
THERMOPLASTIC
YELLOW
LF LF LF
2,382 5,176
50,751
27B
Det
(WHITE)
SOLID
LF
6" 8"
TRAFFIC STRIPE
THERMOPLASTIC
PAVEMENT DELINEATION QUANTITIES (REMOVAL)
32 Det
(YELLOW)
SOLID
LF
THERMOPLASTICPvmtMARKING
SQFT SQFT
MARKING(HAZARDOUSWASTE)
YELLOWTHERMOPLASTICPvmt
PAVEMENTMARKER
EA
38 Det
LF
(WHITE)
SOLID
"PCH_56-63" LINE
3365+50 TO 3379+50
"PCH_56-63" LINE
3379+50 TO 3393+50
"PCH_56-63" LINE
3393+50 TO 3407+50
"PCH_56-63" LINE
3407+50 TO 3421+50
"PCH_56-63" LINE
3421+50 TO 3435+50
"PCH_56-63" LINE
3435+50 TO 3449+50
"PCH_56-63" LINE
3449+50 TO 3463+50
"PCH_56-63" LINE
3463+50 TO 3477+50
"PCH_56-63" LINE
3477+50 TO 3491+50
"PCH_56-63" LINE
3491+50 TO 3505+50
"PCH_56-63" LINE
3505+50 TO 3519+50
"PCH_56-63" LINE
3519+50 TO 3533+50
"PCH_56-63" LINE
3533+50 TO 3547+50
"PCH_56-63" LINE
3547+50 TO 3561+50
L-46
L-47
L-48
L-49
L-50
L-51
L-52L-53L-60 "PCH_56-63" LINE
3561+50 TO 3575+50
3,500 223,500
670 1,168 1,812 48
3,500 25
216 3,105 17
3,5003,5003,5003,5003,5003,500
1,656 1,232 17
866 1,968 12 232 34 17 13 630 384 2,032 25 17
3,500
43,193 232 171 51 13
232 171 51 13
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420nc004.dgn 07 LA
TRINHT NGUYEN
JAMESMCANALITA/
QUANTITIESPAVEMENT DELINEATION
ANHD NGUYEN
JAMESMCANALITA
TRA FFICDESIG N
1 46.9/62.9
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:28
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420nc004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
## ##
NGUYEN
ANH D
62370
9/30/25
348
PDQ-5
STATION
"PCH_56-63" LINE
3575+50 TO 3582+30
SHEETNo.
REMOVE
22 Det
(YELLOW)
DOUBLESOLID
25M
Det
(YELLOW)
SOLID
29 Det
(YELLOW)
DOUBLESOLID
6"
WASTE)
(HAZARDOUS
TRAFFIC STRIPE
THERMOPLASTIC
YELLOW
LF LF LF
27B
Det
(WHITE)
SOLID
LF
6" 8"
TRAFFIC STRIPE
THERMOPLASTIC
PAVEMENT DELINEATION QUANTITIES (REMOVAL)
32 Det
(YELLOW)
SOLID
LF
THERMOPLASTICPvmtMARKING
SQFT SQFT
MARKING(HAZARDOUSWASTE)
YELLOWTHERMOPLASTICPvmt
PAVEMENTMARKER
EA
38 Det
LF
(WHITE)
SOLID
L-61
SHEET TOTAL
SUBTOTAL
SHEET TOTAL FROM SQ-1SHEET TOTAL FROM SQ-2SHEET TOTAL FROM SQ-3SHEET TOTAL FROM SQ-4 TOTAL
1,7001,700
1,700
50,751 232 171 51 13
46,438 3,440
70,682 598 1,426 278
60,993 214
230,564 830 5,251 329 13
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420nc005.dgn 07 LA
TRINHT NGUYEN
JAMESMCANALITA/
QUANTITIESPAVEMENT DELINEATION
ANHD NGUYEN
JAMESMCANALITA
TRA FFICDESIG N
1 46.9/62.9
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:29
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420nc005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
## ##
NGUYEN
ANH D
62370
9/30/25
349
PDQ-6
PAVEMENT DELINEATION QUANTITIES
SHEET TOTAL
SUBTOTAL
STATION
"PCH_47-50" LINE
1852+02 TO 1864+70
SHEETNo.
(ENHANCED WET NIGHT VISIBILITY)
THERMOPLASTIC TRAFFIC STRIPE
LF LF LF LF
6"
LF LF
6"
LF
745 1,320 9,491 538
38,171
8"
LF LF LF
472
LF
PAVEMENT MARKING
THERMOPLASTIC
PREFORMED
SQFT
ARROWS
SYMBOLS&WORDS
SQFT
LIMITLINE
CROSSWALK/
SQFT
ANDPAVEMENTMARKING
TRAFFICSTRIPE CROSSWALK
METHYLMETHACRYLATEPAINT
SQFT
Det 39A(Mod)
18"x18"
1,674
12,268
SQFT
CROSSWALK
SQFT
WHITE YELLOW
(GREEN)
MARKING
PAVEMENT
MARKER
PAVEMENT
RETROREFLECTIVE
EA
TYPED
TYPEG
EA
224
116
140
128
136
1,942 2,391
120
114
122
4,333
116
126
118
116
LF
22 Det
25M
Det
(YELLOW)
(RECESSED)
SOLID
29 Det
32 Det
39 Det
(WHITE)
SOLID
39M
Det
(WHITE)
(RECESSED)
SOLID
50 Det
(WHITE)
(RECESSED)
(BROKEN 12-3)
37B
Det
38 Det
(WHITE)
SOLID
38A
Det
LF
(WARRANTY)
TRAFFIC STRIPE TAPE
"PCH_47-50" LINE
1864+70 TO 1879+10
"PCH_47-50" LINE
1879+10 TO 1893+70
"PCH_47-50" LINE
1893+70 TO 1907+70
"PCH_47-50" LINE
1907+70 TO 1922+30
"PCH_47-50" LINE
1922+30 TO 1936+70
"PCH_47-50" LINE
1951+10 TO 1965+50
"PCH_47-50" LINE
1965+50 TO 1979+70
"PCH_47-50" LINE
1936+70 TO 1591+10
"PCH_47-50" LINE
1979+70 TO 1994+30
"PCH_47-50" LINE
1994+30 TO 2008+50
2022+70 "PCH_50-50.5" LINE
2008+50 "PCH_47-50" LINE TO
"PCH_50-50.5" LINE
2022+70 TO 2036+90
2051+50 "PCH_50.5-56" LINE
2036+90 "PCH_50-50.5 TO
"PCH_50.5-56" LINE
2051+50 TO 2066+30
1,330
3,284 2003,296 300
2,800
2,455 220
2,880
2,413 200
2,840
2,768 1002,8402,8402,699 100
2,449 200
2,960
3,504 40,734
40,734
PD-1
PD-2
PD-3
PD-4
PD-5
PD-6
PD-7
PD-8
PD-9
PD-10
PD-11
PD-12
PD-13
PD-14
PD-15
NIGHTVISIBILITY)
(ENHANCEDWET
PAVEMENTMARKING
THERMOPLASTIC
(WHITE)
CHEVRON/DIAGONAL
(YELLOW)
CHEVRON/DIAGONAL
SQFT SQFT
(YELLOW)
(RECESSED)
DOUBLESOLID
(YELLOW)
(RECESSED)
DOUBLESOLID
(YELLOW)
(RECESSED)
SOLID
(WHITE)
(RECESSED)
SOLID
(WHITE)
(RECESSED)
SOLID
(WHITE)
(BROKEN 18-12)
12 Det
LF
39 Det
(WHITE)
SOLID
(YELLOW)
DOUBLESOLID
29 Det
LF
(WHITE)
SOLID
39M
Det
LF
(WHITE)
(RECESSED)
(BROKEN 18-12)
12 Det
LF
27B
Det
(WHITE)
SOLID
LF LF
39A
Det
(WHITE)
(BROKEN8-4)
40 Det
(WHITE)
(BROKEN6-1)
12"
36 Det
(WHITE)
(RECESSED)
SOLID
977
416
2,5901,9062,766
957
1,4931,130
1,431
2,6442,6762,2001,6591,811
52 246 357 90
519
2,8002,6922,880
102 671 476 220
96 2,6562,6442,6222,0521,9861,2192,8402,8401,104
853
2,322
79 1,061
195 67 228
1,5221,3101,3341,336
540 828
991
1,906
387
2,590
1,8762,766
957
1,4931,1301,4302,9733,5512,2001,8102,290
64 288 737 328 209 100
100 245 311
265 408 962
293 264 291 140 93 358
157 187 179
242 45 251
120 137 125 90
170 157
1,168 584 1,752 1,168
178 163
117
130
177
147
182
168
196
144
149
153
147
15 185
74 944
479
2,873
141
153
650
588
300
400
1,033
300
535
755
200
760
520
360
678
9,765
1,852
40 46
1,718
936
68 934
42 7,276
325
212
84 77
99 289
133
416
318
588
91 91
140126
3,318
284
88 72
110
87 67
67 154
100
105
76 76
7093
1,588
2,880
118 206 972 122 175
122 177
150 650 122 166
269
14 366
52 1,321 1,321 830 225 329 527 1,714
1,168 584 1,752 1,1681,168 584 1,752 1,1681,168
327 31,606 1,988 25,977
61,963
28,680 2,674 656 3,597 178
2,674 656 472 3,597 538 178 3,523 9,765
TYPEC
EA
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420nc006.dgn 07 LA
TRINHT NGUYEN
JAMESMCANALITA/
QUANTITIESPAVEMENT DELINEATION
ANHD NGUYEN
JAMESMCANALITA
TRA FFICDESIG N
1 46.9/62.9
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:29
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420nc006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
## ##
NGUYEN
ANH D
62370
9/30/25
350
PDQ-7
PAVEMENT DELINEATION QUANTITIES
SHEET TOTAL
SUBTOTAL
STATION
SHEETNo.
(ENHANCED WET NIGHT VISIBILITY)
THERMOPLASTIC TRAFFIC STRIPE
LF LF LF LF
6"
LF LF
6"
LF
8"
LF LF LF LF
PAVEMENT MARKING
THERMOPLASTIC
PREFORMED
SQFT
ARROWS
SYMBOLS&WORDS
SQFT
LIMITLINE
CROSSWALK/
SQFT
ANDPAVEMENTMARKING
TRAFFICSTRIPE CROSSWALK
METHYLMETHACRYLATEPAINT
SQFT
Det 39A(Mod)
18"x18"
SQFT
CROSSWALK
SQFT
WHITE YELLOW
(GREEN)
MARKING
PAVEMENT
MARKER
PAVEMENT
RETROREFLECTIVE
EA
TYPED
TYPEG
LF EA
22 Det
25M
Det
(YELLOW)
(RECESSED)
SOLID
29 Det
32 Det
39 Det
(WHITE)
SOLID
39M
Det
(WHITE)
(RECESSED)
SOLID
50 Det
(WHITE)
(RECESSED)
(BROKEN 12-3)
37B
Det
38 Det
(WHITE)
SOLID
38A
Det
LF
(WARRANTY)
TRAFFIC STRIPE TAPE
NIGHTVISIBILITY)
(ENHANCEDWET
PAVEMENTMARKING
THERMOPLASTIC
(WHITE)
CHEVRON/DIAGONAL
(YELLOW)
CHEVRON/DIAGONAL
SQFT SQFT
(YELLOW)
(RECESSED)
DOUBLESOLID
(YELLOW)
(RECESSED)
DOUBLESOLID
(YELLOW)
(RECESSED)
SOLID
(WHITE)
(RECESSED)
SOLID
(WHITE)
(RECESSED)
SOLID
(WHITE)
(BROKEN 18-12)
12 Det
LF
39 Det
(WHITE)
SOLID
(YELLOW)
DOUBLESOLID
29 Det
LF
(WHITE)
SOLID
39M
Det
LF
(WHITE)
(RECESSED)
(BROKEN 18-12)
12 Det
LF
27B
Det
(WHITE)
SOLID
LF LF
39A
Det
(WHITE)
(BROKEN8-4)
40 Det
(WHITE)
(BROKEN6-1)
12"
36 Det
(WHITE)
(RECESSED)
SOLID
PD-25
PD-26
PD-27
PD-28
PD-29
PD-30
PD-16
PD-17
PD-18
PD-19
PD-20
PD-21
PD-22
PD-23PD-24
"PCH_50.5-56" LINE
2066+30 TO 2080+30
"PCH_50.5-56" LINE
2080+30 TO 2094+50
"PCH_50.5-56" LINE
2094+50 TO 2107+50
"PCH_50.5-56" LINE
2017+50 TO 2121+90
"PCH_50.5-56" LINE
2121+90 TO 2135+30
"PCH_50.5-56" LINE
2135+30 TO 2149+70
"PCH_50.5-56" LINE
2149+70 TO 2164+10
"PCH_50.5-56" LINE
2164+10 TO 2177+10
"PCH_50.5-56" LINE
2177+10 TO 2190+90
"PCH_50.5-56" LINE
2190+90 TO 2203+30
"PCH_50.5-56" LINE
2203+30 TO 2217+70
"PCH_50.5-56" LINE
2217+70 TO 2230+70
"PCH_50.5-56" LINE
2230+70 TO 2244+10
"PCH_50.5-56" LINE
2244+10 TO 2258+30
"PCH_50.5-56" LINE
2258+30 TO 2272+30
2,466 2,440 112 2,311 200 369 2,311 78 126 52 300 116 1702,800 85 2,266 150 1,283 1,178 2,311 520 130 48 35 30 120 1,133 110 1252,640 2,640 1,733 2,043 1,828 60 273 82 3,547 112 132 2,602 264 752 428 2,243 200 189 2,971 106 150 122 154 1,050 149 937 95 1632,680 1,340 1,720 2,280 1,584 56 112 121 2,467 114 1872,590 170 1,135 722 200 722 2,360 170 117 80 3,225 122 1032,170 247 994 2,019 300 485 3,017 227 108 126 1,228 260 140 883 110 2062,303 37 1,128 610 100 1,813 610 100 100 29 28 200 102 862,236 178 1,124 390 500 1,289 390 618 101 925 279 470 1,342 915 114 852,600 1,816 392 1,756 112 1,756 826 112 44 75 371 1,205 116 1441,852 658 472 400 2,251 176 664 105 456 1,211 100 922,430 229 958 608 1,060 205 1,503 1,060 618 371 225 125 196 987 110 865 118 119 2,800 2,800 2,520 2,520 562 77 513 1,269 120 168
TYPEC
EA
90 649
2,749 151 310 896 100 2,682 150 30 154 144 71
2,465 188 557 522 1,029 100 1,462 1,029 176 118 182 400 126 110 37,383 2,207 13,672 8,750 1,508 19,396 2,305 13,982 23,020 9,122 547 213 2,961 1,427 3,276 4,850 1,623 409 17,346 1,719 1,96137,383 47,838 37,002 9,122 547 213 2,961 9,553 2,032 17,346 3,680 S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420nc007.dgn 07 LA
TRINHT NGUYEN
JAMESMCANALITA/
QUANTITIESPAVEMENT DELINEATION
ANHD NGUYEN
JAMESMCANALITA
TRA FFICDESIG N
1 46.9/62.9
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:29
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420nc007.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
## ##
NGUYEN
ANH D
62370
9/30/25
351
PDQ-8
PAVEMENT DELINEATION QUANTITIES
SHEETNo.
(ENHANCED WET NIGHT VISIBILITY)
THERMOPLASTIC TRAFFIC STRIPE
LF LF LF LF
6"
LF LF
6"
LF
1,315 2,208
58,554
8"
LF LF LF LF
PAVEMENT MARKING
THERMOPLASTIC
PREFORMED
SQFT
ARROWS
SYMBOLS&WORDS
SQFT
LIMITLINE
CROSSWALK/
SQFT
ANDPAVEMENTMARKING
TRAFFICSTRIPE CROSSWALK
METHYLMETHACRYLATEPAINT
SQFT
Det 39A(Mod)
18"x18"
1,581 3,070 3,346
8,661
SQFT
CROSSWALK
SQFT
WHITE YELLOW
(GREEN)
MARKING
PAVEMENT
MARKER
PAVEMENT
RETROREFLECTIVE
EA
TYPEC
TYPED
EA
1,752
4,329
LF
22 Det
25M
Det
(YELLOW)
(RECESSED)
SOLID
29 Det
32 Det
39 Det
(WHITE)
SOLID
39M
Det
(WHITE)
(RECESSED)
SOLID
50 Det
(WHITE)
(RECESSED)
(BROKEN 12-3)
37B
Det
38 Det
(WHITE)
SOLID
38A
Det
TYPEG
LF EA
(WARRANTY)
TRAFFIC STRIPE TAPE
40,03340,033
NIGHTVISIBILITY)
(ENHANCEDWET
PAVEMENTMARKING
THERMOPLASTIC
(WHITE)
CHEVRON/DIAGONAL
(YELLOW)
CHEVRON/DIAGONAL
SQFT SQFT
(YELLOW)
(RECESSED)
DOUBLESOLID
(YELLOW)
(RECESSED)
DOUBLESOLID
(YELLOW)
(RECESSED)
SOLID
(WHITE)
(RECESSED)
SOLID
(WHITE)
(RECESSED)
SOLID
(WHITE)
(BROKEN 18-12)
12 Det
LF
39 Det
(WHITE)
SOLID
(YELLOW)
DOUBLESOLID
29 Det
LF
(WHITE)
SOLID
39M
Det
LF
(WHITE)
(RECESSED)
(BROKEN 18-12)
12 Det
LF
27B
Det
(WHITE)
SOLID
LF LF
39A
Det
(WHITE)
(BROKEN8-4)
40 Det
(WHITE)
(BROKEN6-1)
12"
36 Det
(WHITE)
(RECESSED)
SOLID
PD-40
PD-41
PD-42
PD-43
PD-44
PD-45
PD-31
PD-32
PD-33
PD-34
PD-35
PD-36
PD-37
PD-38PD-39
"PCH_50.5-56" LINE
2272+30 TO 2285+70
"PCH_50.5-56" LINE
2285+70 TO 2298+70
"PCH_50.5-56" LINE
2298+70 TO 2312+50
"PCH_50.5-56" LINE
2312+50 TO 2326+70
TO 3222+30 "PCH_56-63" LINE
2326+70 "PCH_50.5-56" LINE
"PCH_56-63" LINE
3222+30 TO 3236+90
"PCH_56-63" LINE
3236+90 TO 3251+70
"PCH_56-63" LINE
3251+70 TO 3266+30
"PCH_56-63" LINE
3266+30 TO 3278+30
"PCH_56-63" LINE
3278+30 TO 3293+10
"PCH_56-63" LINE
3293+10 TO 3307+50
"PCH_56-63" LINE
3307+50 TO 3321+90
"PCH_56-63" LINE
3321+90 TO 3336+30
"PCH_56-63" LINE
3336+30 TO 3350+90
"PCH_56-63" LINE
3350+90 TO 3365+50
SUBTOTAL
SHEET TOTAL
STATION
2,391 80 676 255 2,125 200 84 2,125 806 383 204 273 140 236 2,165 64 1661,974 215 866 94 2,128 305 307 2,164 722 115 150 105 246 783 363 108 2,337 8 104 1492,760 2,760 2,230 460 3,006 1,062 189 126 1,685 118 1542,468 115 879 345 2,629 205 265 2,629 236 214 130 420 104 102 1,067 120 178 263
2,880 164 942 334 2,780 3,925 220 164 82 259 376 484 128 1872,775 372 1,229 2,874 100 4,288 92 119 147 396 308 140 1842,770 1,410 2,816 100 4,167 58 100 100 294 720 379 128 881 120 1882,459 985 347 2,307 205 3,500 610 246 98 105 1,497 340 336 2,069 116 171 664
2,400 198 1,002 2,320 2,828 160 79 75 245 143 287 106 1552,816 76 1,360 2,856 100 3,639 208 76 85 140 48 220 443 126 1892,880 74 1,366 2,804 3,215 152 74 89 297 116 452 116 1842,880 1,440 2,880 2,880 74 147 122 1842,880 1,440 2,803 3,382 154 67 133 163 312 122 1802,780 100 1,320 2,704 100 4,018 292 100 100 140 54 368 105 1,119 124 1712,920 1,147 313 1,531 1,092 1,919 577 64 98 109 765 126 129 1,196 7,306 13,089 37,787 47,685 5,349 1,551 1,015 14,374 2,569 61,006
313 150 664 8
4,251
3,236
5,349 1,551 150
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420nc008.dgn 07 LA
TRINHT NGUYEN
JAMESMCANALITA/
QUANTITIESPAVEMENT DELINEATION
ANHD NGUYEN
JAMESMCANALITA
TRA FFICDESIG N
1 46.9/62.9
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:29
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420nc008.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
## ##
NGUYEN
ANH D
62370
9/30/25
352
PDQ-9
1,297 774
21,572
800
22 2,178
62 1,016
1,194
152
44,37544,375
2,800 1,4002,800 1,400 152 622,8002,677 295 714 250 224 48 116 842,800 1,400 25 152 622,500 1,242 200 58 17 146 842,800 1,400 152 622,800 1,400 152 622,800 1,400 152 622,800 1,400 152 622,800 1,400 152 622,800 1,400 152 622,800 414 986 146 623,128 492 6 150 174 34 126 89 17 17
2,470 96 903 200 318 25 17 124 77
2,800 1,400 152 62
51 51
17,851
PAVEMENT DELINEATION QUANTITIES
(ENHANCED WET NIGHT VISIBILITY)
THERMOPLASTIC TRAFFIC STRIPE
LF LF LF LF
6"
LF LF
6"
LF
8"
LF LF LF LF
PAVEMENT MARKING
THERMOPLASTIC
PREFORMED
SQFT
ARROWS
SYMBOLS&WORDS
SQFT
LIMITLINE
CROSSWALK/
SQFT
ANDPAVEMENTMARKING
TRAFFICSTRIPE CROSSWALK
METHYLMETHACRYLATEPAINT
SQFT
Det 39A(Mod)
18"x 18"
SQFT
CROSSWALK
SQFT
WHITE YELLOW
(GREEN)
MARKING
PAVEMENT
MARKER
PAVEMENT
RETROREFLECTIVE
EA
TYPED
TYPEG
LF EA
22 Det
25M
Det
(YELLOW)
(RECESSED)
SOLID
29 Det
32 Det
39 Det
(WHITE)
SOLID
39M
Det
(WHITE)
(RECESSED)
SOLID
50 Det
(WHITE)
(RECESSED)
(BROKEN12-3)
37B
Det
38 Det
(WHITE)
SOLID
38A
Det
LF
(WARRANTY)
TRAFFIC STRIPE TAPE
NIGHTVISIBILITY)
(ENHANCEDWET
PAVEMENTMARKING
THERMOPLASTIC
(WHITE)
CHEVRON/DIAGONAL
(YELLOW)
CHEVRON/DIAGONAL
SQFT SQFT
(YELLOW)
(RECESSED)
DOUBLESOLID
(YELLOW)
(RECESSED)
DOUBLESOLID
(YELLOW)
(RECESSED)
SOLID
(WHITE)
(RECESSED)
SOLID
(WHITE)
(RECESSED)
SOLID
(WHITE)
(BROKEN 18-12)
12 Det
LF
39 Det
(WHITE)
SOLID
(YELLOW)
DOUBLESOLID
29 Det
LF
(WHITE)
SOLID
39M
Det
LF
(WHITE)
(RECESSED)
(BROKEN 18-12)
12 Det
LF
27B
Det
(WHITE)
SOLID
LF LF
39A
Det
(WHITE)
(BROKEN8-4)
40 Det
(WHITE)
(BROKEN6-1)
12"
36 Det
(WHITE)
(RECESSED)
SOLID
SHEET TOTAL
SUBTOTAL
STATION
SHEETNo.
"PCH_56-63" LINE
3365+50 TO 3379+50
"PCH_56-63" LINE
3379+50 TO 3393+50
"PCH_56-63" LINE
3393+50 TO 3407+50
"PCHG_56-63" LINE
3407+50 TO 3421+50
"PCH_56-63" LINE
3421+50 TO 3435+50
"PCH_56-63" LINE
3449+50 TO 3463+50
"PCH_56-63" LINE
3463+50 TO 3477+50
"PCH_56-63" LINE
3435+50 TO 3449+50
"PCH_56-63" LINE
3477+50 TO 3491+50
"PCH_56-63" LINE
3491+50 TO 3505+50
"PCH_56-63" LINE
3505+50 TO 3519+50
"PCH_56-63" LINE
3519+50 TO 3533+50
"PCH_56-63" LINE
3533+50 TO 3547+50
"PCH_56-63" LINE
3547+50 TO 3561+50
L-54
L-55
L-56
L-57
L-58
L-59
L-46
L-47
L-48
L-49
L-50
L-51
L-52L-53L-60 "PCH_56-63" LINE
3561+50 TO 3575+50
1,624
315
866 108 335
41,225
2,7462,8002,6022,7522,7502,8002,8002,8002,8002,8002,8002,8002,555 2,620
2,800
1,617
120 90216 60 75 60120105105120120 90156
60 120
171
41,225 774 2,412
TYPEC
EA
156156156624156
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420nc009.dgn 07 LA
TRINHT NGUYEN
JAMESMCANALITA/
QUANTITIESPAVEMENT DELINEATION
ANHD NGUYEN
JAMESMCANALITA
TRA FFICDESIG N
1 46.9/62.9
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:30
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420nc009.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
## ##
NGUYEN
ANH D
62370
9/30/25
353
PDQ-10
PAVEMENT DELINEATION QUANTITIES
(ENHANCED WET NIGHT VISIBILITY)
THERMOPLASTIC TRAFFIC STRIPE
LF LF LF LF
6"
LF LF
6"
LF
8"
LF LF LF LF
PAVEMENT MARKING
THERMOPLASTIC
PREFORMED
SQFT
ARROWS
SYMBOLS&WORDS
SQFT
LIMITLINE
CROSSWALK/
SQFT
ANDPAVEMENTMARKING
TRAFFICSTRIPE CROSSWALK
METHYLMETHACRYLATEPAINT
SQFT
Det 39A(Mod)
18"x 18"
SQFT
CROSSWALK
SQFT
WHITE YELLOW
(GREEN)
MARKING
PAVEMENT
MARKER
PAVEMENT
RETROREFLECTIVE
EA
TYPED
TYPEG
LF EA
22 Det
25M
Det
(YELLOW)
(RECESSED)
SOLID
29 Det
32 Det
39 Det
(WHITE)
SOLID
39M
Det
(WHITE)
(RECESSED)
SOLID
50 Det
(WHITE)
(RECESSED)
(BROKEN 12-3)
37B
Det
38 Det
(WHITE)
SOLID
38A
Det
LF
(WARRANTY)
TRAFFIC STRIPE TAPE
NIGHTVISIBILITY)
(ENHANCEDWET
PAVEMENTMARKING
THERMOPLASTIC
(WHITE)
CHEVRON/DIAGONAL
(YELLOW)
CHEVRON/DIAGONAL
SQFT SQFT
(YELLOW)
(RECESSED)
DOUBLESOLID
(YELLOW)
(RECESSED)
DOUBLESOLID
(YELLOW)
(RECESSED)
SOLID
(WHITE)
(RECESSED)
SOLID
(WHITE)
(RECESSED)
SOLID
(WHITE)
(BROKEN 18-12)
12 Det
LF
39 Det
(WHITE)
SOLID
(YELLOW)
DOUBLESOLID
29 Det
LF
(WHITE)
SOLID
39M
Det
LF
(WHITE)
(RECESSED)
(BROKEN 18-12)
12 Det
LF
27B
Det
(WHITE)
SOLID
LF LF
39A
Det
(WHITE)
(BROKEN8-4)
40 Det
(WHITE)
(BROKEN6-1)
12"
36 Det
(WHITE)
(RECESSED)
SOLID
STATION
SHEETNo.
"PCH_56-63" LINE
3575+50 TO 3582+30
L-61 1,360 680 1,360 60 78 32
SHEET TOTALSHEET TOTAL FROM SQ-6SHEET TOTAL FROM SQ-7SHEET TOTAL FROM SQ-8SHEET TOTAL FROM SQ-9 TOTAL
SUBTOTAL 1,360 680 1,360 60 78 32
1,360 680 1,360 60 110
TYPEC
EA
1,168 3,504 40,734 61,963 38,171 2,674 656 472 3,597 538 178 12,268 3,523 9,765 4,333 37,383 47,838 37,002 9,122 547 213 2,961 9,553 2,032 17,346 3,680 40,033 61,006 58,554 5,349 1,551 150 8,661 4,251 4,329
1,168 3,504 166,605 193,659 176,312 17,145 1,203 685 8,883 538 328 32,954 9,857 27,111 13,646 44,375 21,572 41,225 774 2,412 51 1,194
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420nc010.dgn 07 LA
TRINHT NGUYEN
JAMESMCANALITA/
QUANTITIESPAVEMENT DELINEATION
ANHD NGUYEN
JAMESMCANALITA
TRA FFICDESIG N
1 46.9/62.9
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:30
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420nc010.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
## ##
NGUYEN
ANH D
62370
9/30/25
354
M
A
T
C
H
L
IN
E
S
-
2 S-1
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:52
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa001.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
SERRA
Rd
ISGNLAISGNAL
AHADE AHADE
LEGEND:
XX STRIPING DETAIL No.
CHANGE IN PAVEMENT DELINEATION DETAILS
NB ROUTE 1
ABBREVIATIONS:BLSP BIKE LANE SYMBOL W/O PERSONBLA BIKE LANE ARROW CC CONTINENTAL CROSSWALKSRBM SHARED ROADWAY BICYCLE MARKINGARR ARROW SB ROUTE 1
CLEAR
CLEKEEARPKEEP
ROUTE 1
"PCH_46-47"LINE
R/W
2 3
1855
4 6 7 8 9 1860 1 2 3 4
1 2 ROADSIDE SIGN -TWO POST (WOOD POST)
1W ROADSIDE SIGN - ONE POST (WOOD POST)
SS INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD)
R REMOVE ROADSIDE SIGN (WOOD POST)
RSS (STRAP AND SADDLE BRACKET METHOD)
REMOVE ROADSIDE SIGN
1M ROADSIDE SIGN - ONE POST (METAL POST) RM REMOVE ROADSIDE SIGN (METAL POST)
XX BACK TO BACK SIGN INSTALLATION
E Exist SIGN TO REMAIN
RS REMOVE ROADSIDE SIGN (STEEL POST)
ISP INSTALL ROADSIDE SIGN PANEL ON EXISTING POST RSP REMOVE ROADSIDE SIGN PANEL (MUTCD)
ON UNIFORM TRAFFIC CONTROL DEVICES
XXYY-Y: FEDERAL SIGN DESIGNATION PER MANUAL
CALIFORNIA MUTCD
XXYY-Y (CA):CALIFORNIA SIGN DESIGNATION PER
SIGN CODE LEGEND:
1-21A & LETTER)
ROADSIDE SIGN IDENTIFICATION (WITH NUMBER
LEGEND:
1-1
R82A(CA)(Mod)
R26K(CA)(Mod)(Lt)
R82A(CA)(Mod)
R26K(CA)(Mod)(Lt)
R26K(CA)(Mod)(B) 1-11
SS
RSS
1-10
R26K(CA)(Mod)(B)
R2-1(45)
SS
RSS
SS
RSS
1-8
R8-3d(Mod)
R26L(CA)
R8-3d
R26L(CA) 1W
R
1-9
R8-3d(Mod)
R26L(CA)
R8-3d
R26L(CA) 1W
R
1-17 TO 1-19
1W
R R8-3d(Mod) R26L(CA)
R8-3d
R26L(CA) 1-21
R26K(CA)(Mod)(B)
SS
RSS
2 R
1-20
R4-4
G72(CA)(Mod)
R26K(CA)(Mod)(Rt) 1-22
SS
RSS
1W
R
1-7 G8(CA)
1-6 R26K(CA)(Mod)(Lt)
SS
1W RSS
R
1-5 W2-2(Lt)
1-4 R26K(CA)(Mod)(B)
SS
RSS
2 R
1-3
G200-81A(CA)
RS-076
G72(CA)(Mod)
1-2
R81B(CA)
R81(CA)
R26K(CA)(Mod)(Rt)
SS
RSS
SS
RSS
1-13
R26K(CA)
R10-7
SS
RSS
1-14
R81A(CA)
R81(CA)
R26K(CA)
SS
RSS
R26K(CA) 1-15
SS
RSS
1-16
R26K(CA)
W3-3
MH INSTALL SIGN (MAST-ARM HANGER METHOD) RMA MOUNTED ON MAST ARM REMOVE ROADSIDE SIGN R26K(CA)
R118(CA)
R3-7(Rt)
R26K(CA)(Mod)(B)
R26K(CA)(Mod)(Rt)
R/W
355
M
A
T
C
H
L
IN
E
S
-
1 S-2
MATCH
LINE
S
-
3 x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:52
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa002.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
IP EP
IP EP
IP EP
PIPE PIPE
PIPE
CR
OSS CREE
K
R
d
SIGNAL
SIGNAL AHEADAHEAD
HAADE
AHADE ISGNAL
ISGNAL
CREEK
Pl
CROSS
ROUTE 1
"PCH_47-50"LINE
R/W
R/W
R/W
"P
C
H_46
-47
" 1866
+84
.84
END
"PCH_47-50" 1866+84.84Beg
1865
6 7
8 9
1870
1 2
3 4
1875
6 7
8 9
1 "C
R
O
S
"
L
IN
E
"CROS" 20+00.00BEG
SS
2-2
R9-3bP(Rt)
R9-3
R9-3bP(Rt)
R9-3
2-23
R81(CA)
R82A(CA)(Mod)
R26K(CA)(Mod)(B)
R82A(CA)(Mod)
R26K(CA)(Mod)(B)
SS
RSS
R9-3bP(Lt)
R9-3
R9-3bP(Lt)
R9-3
2-24
R82A(CA)(Mod)
R26K(CA)(Mod)(B)
R82A(CA)(Mod)
R26K(CA)(Mod)(B)
SS
RSS
1W
R
2-27
S32-1(CA)
S32(CA)
2 R
2-26 G8(CA)
2-25
R82A(CA)(Mod)
R26K(CA)(Mod)(B)
R82A(CA)(Mod)
R26K(CA)(Mod)(B)
SS
RSS
SS
RSS
2-5
R3-4
2-8
R26K(CA)(Mod)(Rt)R26K(CA)(Mod)(Rt)
SS
RSS
1W
R
2-6
OM2-1V
R4-7
SS
RSS
2-3 R5-1a
1W
R
2-1 R26K(CA)(Mod)(Lt) RSS
SS
2-20
R9-3bP(Rt)
R9-3
R9-3bP(Rt)
R9-3
R9-3bP(Lt)
R9-3
R9-3bP(Lt)
R9-3
RSS
1M
RM
2-17
R26K(CA)(Mod)
1M
RM
2-16 R26(CA)
1W
R
2-15
OM2-1V
R3-1
W4-1(Rt)
R26K(CA)(Mod)(Rt)
SS
RSS
2-18
S32-1(CA)
S32(CA)
1M
RM
2-19
R26K(CA)(Mod)R26K(CA)(Mod)(Lt)
2-9
R82A(CA)(Mod)
R26K(CA)
S32-1(CA)
R82A(CA)(Mod)
R26K(CA)
S32-1(CA)
SS
RSS
2-10
R82A(CA)(Mod)
R26K(CA)
R82A(CA)(Mod)
R26K(CA)
SS
RSS
2-11
R82A(CA)(Mod)
R26K(CA)
W3-3
R82A(CA)(Mod)
R26K(CA)
W3-3
SS
RSS
2 R
2-12 G72(CA)(Mod)
2-13
R82K(CA)(Mod)(Lt)
R26K(CA)(Mod)(Lt)
R82A(CA)(Mod)
R26K(CA)(Mod)(Lt)
SS
RSS
1W
R
2-14
R4-1
W4-2(Rt)
S32-1(CA)
S32(CA)
R3-4
SS
RSS
2-28 W3-3
MH
RMA
2-22
R3-4
G8(CA) G8(CA)
G8(CA) R3-4 G8(CA)
MH
RMA
2-4
R3-3(Mod)
R3-4
G8(CA)
G8(CA)
G8(CA) R73-3(CA) G8(CA) MH
RMA
2-7
G7(CA)
G7(CA) R3-4 G7(CA)
R3-4
G7(CA)
MH
RMA
2-21
G7(CA)
G7(CA) R3-4 G7(CA)
R3-4
G7(CA)
R81(CA)
R/W
R/W
R/W
R/W
356
S-3
MH
RMA
3-14
G7(CA) G7(CA)
G7(CA) G7(CA)
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:52
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa003.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
WEBB
WAY
PIP E
IP EP P
I
P
E
ROUTE 1
"PCH_47-50"LINE
ONYL
ISGNLAISGNALHAADE HAADE
WEBB
WAY
1880 1 2 3 4 1885 6 7
8 9 1890 1 2 3
CIVIC CENTER Way
54 54
PMH
PMH
45 45MPH
MPH
1W
R
3-9
R118(CA)
R3-7(Rt)
G1(CA) 3-10
SS
RSS
1W
R
R13A(CA)(Mod) 3-11
SS
3-12
R9-3bP(Rt)
R9-3
R9-3bP(Rt)
R9-3
R9-3bP(Lt)
R9-3
R9-3bP(Lt)
R9-3
RSS
R26(S)(CA) 3-13
SS
RSS
1W
R
3-15 R13A(CA)(Mod)
2 R
3-17 R20D(CA)(Mod)
3-19 R2-1(45)
SS
RSS
3-20
W3-3 3-8
SS
RSS
1W
R
3-7
R3-7(Rt)
SS
RSS
3-5 R49(CA)(Rt)
SS
3-3
R9-3bP(Rt)
R9-3
R9-3bP(Rt)
R9-3
R9-3bP(Lt)
R9-3
R9-3bP(Lt)
R9-3
RSS
SS
RSS
3-2
G7(CA) G7(CA)
G7(CA) G7(CA)
3-1
SS
RSS
MH
RMA
3-16
R73-2(CA)
G7(CA) G7(CA)
G7(CA) R73-2(CA) G7(CA)
MH
RMA
3-4
G7(CA) G7(CA)
G7(CA) G7(CA)
2 R
R3-7(Rt) G8(CA)
3-18 SS R117(CA) R4-11
R2-1(45)
R118(CA)
R3-7(Rt)
R81(CA) SS 3-21
MH
RMA
3-6
R3-4
G7(CA) G7(CA)
G7(CA) R3-4 G7(CA)
R4-4 SS 3-22
R/W
R/W
R/W
R/W
M
A
T
C
H
L
IN
E
S
-
2 M
A
T
C
H
L
IN
E
S
-
4 357
S-4
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:52
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa004.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
YRD
CIVIC CENTER Way
ROUTE 1
"PCH_47-50"LINE
R/W
4 1895
6 7
8 9
1900
1 2
3 4 1905 6 7
STOP
1W
R
4-3
R16B(CA)
W4-1(Rt)
R3-1
W4-1(Rt)
1M
RM
4-6 L-1(CA)
1M
RM
4-2 L-1(CA)
1W
R1-2 R
4-5
R1-2
R6-1(Lt)
R6-1(Lt)
4-7 1W R81(CA)
SSR117(CA)
R4-11 4-1
R1-1 1W 4-4
R/W
R/W
MA R/W TCH
LINE
S
-
3 M
A
T
C
H
L
IN
E
S
-
5 358
S-5
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:52
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa005.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
W
INTE
R
M
E
S
A
D
r
MA
L
IB
U
C
ANYON
R
d
ROUTE 1
"PCH_47-50"LINE
HAADE AHADEISGNAL ISNGLA
IRGHTUTNRALENIRGHTUTNR
ANLE
ONYL
ONYL
+68
+84
8 9 1910 1 2 3 4 1915 6 7 8 9 1920 1 2
2 R
5-13 G72(CA)(Mod)
5-12
G8(CA) 5-11
2 R
G8(CA)
2 R
SS
RSS
5-14 W3-3
1M
RM
R118(CA)
R3-7(Rt)
5-15
R3-7(Rt) R 5-18
SS
RSSR9-3bP(Rt)
R9-3
5-20
R9-3bP(Lt)
R9-3
R9-3bP(Rt)
R9-3
R9-3bP(Lt)
R9-3
5-7
2 R
R20D(CA)(Mod)
5-3
SS
RSS
R2-1(45)
G28-2(CA)(1)
M3-3
5-4
1M
RM
R26K(CA)(Mod)(B)
5-5
1M
RM
R26K(CA)(Mod)(B)
5-2
1W
R
G81-66(CA)
5-1
2 R
SW4-1(CA)
MH
RMA G8(CA)
5-19
R73-6(CA)
G8(CA)
G8(CA) R73-6(CA) G8(CA)
5-8
RSS
R9-3bP(Rt) SS
R9-3
R26K(CA)(Mod)(Lt)
MH
RMA G7(CA)
5-9
R3-8a
R3-4
G7(CA)
G7(CA)
R3-8a
R3-4
G7(CA)
MH
RMA G7(CA)
5-21
G7(CA)
G7(CA) G7(CA)
5-23
1M
RM
R61-15(CA)
MH
RMA G8(CA)
5-22
R3-4
G8(CA)
G8(CA) R3-4 G8(CA)
5-10
1W
R
R26K(CA)
1M
RM
5-16 R26(S)(CA)
1W 5-17 R118(CA) R3-7(Rt)
R3-7(Rt)
5-24 1W R3-7(Rt)
R81(CA)1W 5-6
R/W
R/W
M
A
T
C
H
L
IN
E
S
-
4 M
A
T
C
H
L
IN
E
S
-
6 359
M
A
T
C
H
L
IN
E
S
-
5 M
A
T
C
H
L
IN
E
S
-
7 S-6
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:52
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa006.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
ONLY
ONLYLANE LANETURN TURN
LEFT
LEFT
ROUTE 1
"PCH_47-50"LINE
3 4 1925 6 7 8 9 1930
1 2 3 4 1935
6 6-1
1M
RM
R26K(CA)(Mod)(Rt)
6-2
1W
R
R26K(CA)(Mod)(B)
6-13
1M
RM
L-1(CA)
6-14
1W
R
R48-1(CA)
R2-1(50)
6-15
1M
RM
R26(S)(CA)
6-16
1M
RM
R26(S)(CA)
6-17
1M
R48(CA)(Mod) RM
R48(CA)
6-18
1W
R
W3-3
6-3
2 R
G8(CA) 6-4
1W
R
SR15A(CA)
SR15(CA)
6-5
1M
RM
R26K(CA)(Mod)(B)
G8(CA) R 6-6
6-7
1W
R
R48-1(CA)
R2-1(45)
6-10
2 R
G72(CA)(Mod)
6-9
1W
R
W3-3
6-8
1M
RM
R26K(CA)(Mod)(Lt)
6-12 1W R81(CA)
R81(CA)1W 6-11
R/W
R/W
360
S-7
M
A
T
C
H
L
IN
E
S
-
6 M
A
T
C
H
L
IN
E
S
-
8 x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:52
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa007.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa007.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
JOHN
TYLER
Dr
ROUTE 1
"PCH_47-50"LINE
R/W
"JOH" 20+00.00 Beg
7 8
9 1940 1 2 3 4 1945 6 7 8 9 1950 1
2 1
"JOH
"
L
INE
50 MP
50H
MPH
05 50PMH PMH
7-9
1W
R R3-5gP(Mod) R3-7(Rt)
7-10
1W
R
R26K(CA)(Mod)(Rt)
7-11
1W
R
R6-2(Rt)
MH
RMA G8(CA)
7-1
G8(CA)
G8(CA) G8(CA)
7-2
1W
R
R6-2(Lt)
MH
RMA G8(CA)
7-4
G8(CA)
G8(CA) G8(CA)
7-13
1W
R
W4-2(Rt)
7-14
1W
R
G81-66(CA)
R118(CA)
R3-5gP(Mod)
R3-7(Rt)
1W 7-12 R117(CA) R4-11
1W
R R3-4
7-3
R3-4
R3-4 R3-4
7-19
SS
RSS
S17(CA)
7-15
RM
1M
L-1(CA)
7-16
RM
1M
L-1(CA)
7-5
2 R
G8(CA)
7-7
1W
R
W3-3
7-18
R
1W
W16-1P
W11-1
R81(CA) 1W 7-8
1W 7-6 R117(CA) R4-11
7-17 1W R81(CA)
R/W
R/W
361
MATCH
LINE
S
-
9 M
A
T
C
H
L
IN
E
S
-
7 S-8
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
L
A
S
T
R
EV
IS
IO
N
STATE
OF
CALIFORNIA
-
DEPARTMENT
OF
TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
T
IM
E
PL
O
T
T
ED =>
D
A
T
E
P
L
OT
TE
D =>
18 :5
2 8
-
A
P
R
-20
2 5
C
H
E
C
K
E
D
B
Y
R
E
V
IS
E
D
B
Y
DATE
R
E
V
IS
E
D
PLANS APPROVAL DATE
DATE
FUN
C
T
IONA
L
S
U
P
E
RV
IS
O
R
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s150586
DGN FILE => 0735420oa008.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE D
E
S
IGN
E
D
B
Y
C
A
L
C
U
L
ATE
D
-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANET
K
IM
/
W
ILL
IA
M
T
S
A
I
ANH
D NGUY
E
N
ANH
D NGUY
E
N
T
R
A FF
IC
D
E
S
IG N
S:\
d
e
s
i
g\354201\t
r
affi
c
\
C
i
vil\
5 -95
%
\
P
l
a
n
s
\C
urr
e
nt\0735420o
a008
.dgn
SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
NOTE:
ROUTE 1
"PCH_47-50"LINE
2 3 4 1955 6
7 8
9 1960
1 2
3 4
1965
8-2
1W
R
R26K(CA)(Mod)(Rt)
8-4
1M
RM
R3-2
8-5
1W
R
R2-4(CA)(45)
1M
RM R3-4
8-1
OM2-1H
R4-7
R3-4
R3-4
OM2-1H
R4-7
R3-4
8-8
RM
1M
L-1(CA)
8-10
RM
1M
L-1(CA)
8-11
RM
1M
L-1(CA)
8-13
RM
1M
L-1(CA)
1W
R3-4 R
8-7
N-1(CA)
R4-7a(Mod)
R3-4
R3-4
N-1(CA)
R4-7a
R3-4
R81(CA) 1W 8-6
1W 8-3 R117(CA) R4-11
8-9 1W R117(CA) R4-11
R81(CA) 1W 8-12
1W 8-14 R117(CA) R4-11
R/W
R/W
362
M
A
T
C
H
L
IN
E
S
-10
M
A
T
C
H
L
IN
E
S
-
8 S-9
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa009.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa009.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
ROUTE 1
"PCH_47-50"LINE
6 7 8 9 1970 1 2 3 4 1975 6 7 8 9
9-6
RM
1M
L-1(CA)
9-5
RM
1M
L-1(CA)
9-7
R
1W
R26K(CA)(Mod)(Lt)
9-8
1W
R26K(CA)(Mod)(Rt)
R
9-9
R
1W
R26K(CA)(Mod)(Lt)
9-10
1W
R26K(CA)(Mod)(Rt)
R
9-1
R
1W
R3-4
9-3
R
1W
R26K(CA)(Mod)(B)
9-12
R
1W
S32-1(CA)
S32(CA)
9-11 1W R81(CA)
R81(CA)1W 9-4
1W 9-2 R117(CA) R4-11
R/W
R/W
R/W
R/W
363
MATCH
LINE
S
-
11 M
A
T
C
H
L
IN
E
S
-
9 S-10
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa010.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa010.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
HW
PIPE
TSOP HW
UB
GATE TSOP
DRY
HW
VC
VC
UB UB
RT IA L
DRY
DRY
DRY
HW
PIPE
TSOP HW
UB
DRY
HW
VC
VC
UB UB
DRY
DRY
DRY
CANYON Rd
PUERTO
STOP
ONLY
"PC
ROUTE 1 H_47-50"LINE
"PUE" 20+00.00 Beg
"P
U
E
" 23
+
3 9
.08
END
1980 1 2 3 4 1985 6 7 8 9 1990
1 2
3 4
21 23 22
ENIL
"EUP"
10-6
R
1W
W2-2(Rt)
10-7
1M
R26K(CA)(Mod)(Lt)
RM
10-8
R
1W
W14-1(Mod)
10-1
R
1W
N-1(CA)
R4-7
10-2
RM
1M
OM2-1H
R4-7
10-4
RM
1M
L-1(CA)
10-5
R
1W
S32-1(CA)
S32(CA)
10-9
R
1W
R1-1
10-11
RM
1M
L-1(CA)
10-10 1W R81(CA)
1W 10-3 R117(CA) R4-11
R/W
R/W
364
MA
T
C
H
L
IN
E
S
-
1 2
M
A
T
C
H
L
IN
E
S
-10
S-11
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa011.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa011.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
TSOP
EPIP
TSOP
WH
TSOP
TSOP TSOP
WH
TSOP
MALIBU Rd
ROUTE 1
"PCH_47-50"LINE
1995 6 7 8 9 2000 1 2 3 4 2005 6 7 8
50 05
PMH
PMH
5050MPH MPH
11-7
R
1W
W8-18(Mod)
11-1
R
1W
R2-1(50)
11-2
RM
1M
R26(S)(CA)
11-8
RM
1M
L-1(CA)
11-9
RM
1M
L-1(CA)
11-10
RM
1M
L-1(CA)
11-11
R
1W
R26K(CA)(Mod)(Lt)
11-12
R
1W
R26K(CA)(Mod)(B)
11-3
R
1W
R5-1a
R5-1
11-4
RM
R5-1a 1M
R5-1
R24E(Mod)
R26K(CA)(Mod)
11-5
R
1W
R30E(CA)(Mod)(Rt)
R26K(CA)(Mod)(Lt) 11-6
R
1W
R3-1
R81(CA) 1W 11-13
R/W
R/W
R/W
R/W
R/W
365
M
A
T
C
H
L
IN
E
S
-13 MATC
H
L
IN
E
S
-11
S-12
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa012.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa012.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
TSOP
HW
HW
AR-PIR P
IR
-P AR P
UB
TSOP
UB
ROUTE 1
"PCH_50-50.5"LINE
"P
C
H_5
0 -
5 0
.
5 "
2012
+
4 4
.
5 4
B
e
g
"P
C
H_47
-50
" 2012
+44
.54
END
9 2010 1 2 3 4
2015
6 7
8 9
2020
1 2
12-16
R
R26K(CA)(Mod)(B)
1W
12-17
R
R26K(CA)(Mod)(Rt)
R30E(CA)(Mod)(Lt)
1W
12-18
R
R30E(CA)(Mod)(B)
1W
12-19
R
W16-4P(1000 FT)
W11-2
1W
12-20
R
R30E(CA)(Mod)(B)
1W
12-21
RM
R9-3
1M
12-22
R
R30E(CA)(Mod)(Rt)
R28(CA)(Lt)
1W
12-23
R
R26K(CA)
1W
12-24
R
1W
R9-3
12-25
R
1W
R9-3
12-26
RM
1M
R26K(CA)(Mod)(Lt)
12-27
RM
1M
L-1(CA)
12-28
R
1W
R26K(CA)(Mod)(Rt)
12-29
RM
1M
R26K(CA)(Mod)(Lt)
12-30
RM
1M
R9-3
12-31
RM
1M
R26K(CA)(Mod)(Rt)
12-32
RM
1M
R30E(CA)(Mod)Lt)
R26K(CA)(Mod)(Rt)
12-33
RM
1M
L-1(CA)
R30E(CA)(Mod)(B)
SS
RSS
12-34
R30E(CA)(Mod)(B)
RSS
SS
12-35
12-1
R
R30E(CA)(Mod)(B)
1W
12-2
R
R30E(CA)(Mod)(B)
1W
12-3
R26K(CA)(Mod)(Rt)
R30E(CA)(Mod)(Lt)
1W
R
12-7
SS
R26(S)(CA)
RSS
12-6
1M
R9-3
RM
12-8
1W
R26K(CA)(Mod)(B)
R
12-9
1W
R26K(CA)(Mod)(B)
R
12-10
1M
R9-3
RM
12-11
1W
R26K(CA)(Mod)(Lt)
R30E(CA)(Mod)(Rt)
R
12-12
1M
R6-1(Rt)
RM
12-13
1M
R9-3
RM
12-14
1W
R30E(CA)(Mod)(B)
R
12-15
1W
R30E(CA)(Mod)(B)
R
12-4 1W R81(CA)
12-5
ISP
R26K(CA)(Mod)(B)
RSP
R/W
R/W
R/W
366
MA
T
C
H
L
IN
E
S
-12
M
A
T
C
H
L
IN
E
S
-
1 4
S-13
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa013.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa013.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
HW
UB
UB
TSOP
UB
T
TSOP
UB
AHEADAHEAD SIGNAL SIGNALROUTE 1 "PCH_50-50.5"LINE
d
R
KRAP
VR
UBILAM
3 4 2025 6 7 8 9 2030 1 2 3 4
2035 6
R30E(CA)(Mod)(B)
RSS
SS
G8(CA) 13-24
R
2 R30E(CA)(Mod)(B)
R
1W
W3-3 13-26
RSS
SS
13-6 OM2-1H R4-7
RM
1M
13-5 R30E(CA)(Mod)(Rt) R26K(CA)(Mod)(Lt)
RM
1M
13-25
R30E(CA)(Mod)(Rt)
R26K(CA)(Mod)(Lt)
RSS
SS
13-27
13-28 R26K(CA)(Mod)(B)
R
1W
R81(CA) 1W 13-22
R30E(CA)(Mod)(B)
RSS
SS
13-23
13-7 R30E(CA)(Mod)(B)
R
1W
13-17 TO 13-21
13-16 L-1(CA)
RM
1M
13-1
1W
R30E(CA)(Mod)(B)
R
13-2
1W
R30E(CA)(Mod)(B)
R
13-3
1W
R30E(CA)(Mod)(Lt)
R26K(CA)(Mod)(Rt)
R
13-4
1M
L-1(CA)
RM
13-9
1W
R30E(CA)(Mod)(B)
R
R30E(CA)(Mod)(B)
SS
13-12
RSS
L-1(CA)
1M
13-13
RM
L-1(CA)
1M
13-14
RM
R30E(CA)(Mod)(B)
SS
13-15
RSS
13-10
1W
R30E(CA)(Mod)(B)
R
1W 13-11 R117(CA) R4-11
R81(CA) 1W 13-8
R/W
R/W
R/W
R/W
367
11'
11'
11'
11'
6'
11' 4'
5'
11'
MAT
CH
L
INE
S
-
15 MAT
CH
L
INE
S
-
13 S-14
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa014.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa014.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
CORRAL
CANYON
Rd
WH
TSOP
BU
CC
SOP T
YRD
YRD
ISGNASLGIANLHAADE AHAED
ROUTE 1
"PCH_50-50.5"LINE
5'
11'
11'
11.5'
11.5'
14.1'
11'
12'
10.3'
11'
11'
11'
11'
2'
"P
C
H_50
.
5 -56
" 2049
+34
.57
B
e
g
7 8
9 2040 1 2 3
4 2045
6 7
8 9
2050
1 "P
C
H_50
-50
.
5 " 2049
+34
.57
END
05 05
PMH
PMH
50 50MPH
MPH
14-3
R
1W
R30E(CA)(Mod)(B)
14-15
R100B(CA)
R53D(CA)
RM
1M
14-17 W38(CA)
R
1W W50-1(CA)
14-18
RM
1M
R26K(CA)
R
1W
R30E(CA)(Mod)(B)
14-4
R
1W
R30E(CA)(Mod)(Lt)
14-14 R26K(CA)(Mod)(Rt)
RM
1M
14-1 TO 14-2
14-19 G11-5(CA)
R
1W R26K(CA)(Mod)(Rt)
14-21
R9-3
RSS
SS R9-3bP(Lt)
14-10
RSS
SS
R26K(CA)(Mod)(Rt)
R26K(CA)(Mod)(B)
RM1M
W3-3 14-12
RMA
MH
14-8
R9-3
RSS
SS R9-3bP(Rt)
14-6 G11-5(CA)
R
1W
14-7 R30E(CA)(Mod)(Lt)
R
1W
R26K(CA)(Mod)(Lt)
RM1M
14-23
R26K(CA)(Mod)(B)
RM1M
14-25
14-26
R R117(CA)
1W R26K(CA)(Mod)(B)
14-20
RM
1M
TYPE P(CA)(Rt)
14-13
R73-2(CA)
G7(CA)
R73-2(CA)
G7(CA)
G7(CA) MHG7(CA)RMA
14-9
14-5 1W R81(CA)
R53D(CA)
R3-5(Mod)
G7(CA)
R53D(CA)
R3-5(Mod)
G7(CA)
G7(CA) MHG7(CA)RMA
14-22
14-24 1W R81(CA)
14-11 1W R117(CA)
R4-11
14-16
R117(CA)
1W R4-11
R/W
R/W
368
11'
11'
11'
11'
11'
11'
11'
11'
2'
4'
6'
5'
M
A
T
C
H
L
IN
E
S
-16
M
A
T
C
H
L
IN
E
S
-14
S-15
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa015.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa015.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
ROUTE 1
"PCH_50.5-56"LINE 10'
11'
11'
11'
11'
2'
5'
11'
10.8'
11'
11.2'
11.8'
12.3'
10.8'
10.7'
11.2'
13.9'
5'
2 3
4 2055
6 7
8 9
2060
1 2
3 4
2065
6 11.2'
15-2 R26K(CA)(Mod)(Lt)
15-3 G8(CA)
R
2 15-17
R
1W
R2-1(50)
15-4
RM
1M
R26K(CA)(Mod)(Rt)
RM
1M
15-16
R
1W
R26K(CA)(Mod)(B)
15-5
W11-1
RM
1M
W16-1P
15-7 G72(CA)(Mod)
R
2 R26K(CA)(Mod)(B)
RM1M
15-9
R2-1(50)
R
1W R48-1(CA)
R26K(CA)(Mod)(Rt)
R
1W
15-15 SG28(CA)(Rt)
R
1W R26K(CA)(Mod)(Rt)
15-22
R
1W
SG28(CA)(Lt)
R26K(CA)(Mod)(B) 15-12
RM
1M
15-11
R26K(CA)(Mod)(B)
R
1W
15-21
15-6
R117(CA)
R4-11 1W 15-20
15-8
RM
1M
R26K(CA)(Mod)(Lt)
15-1
RM
1M
R26K(CA)(Mod)(B)
15-14
R
1W
R1-1
15-23
R
1W
R26K(CA)(Mod)(B)
L-1(CA)
RM
1M
15-24
R26K(CA)(Mod)(B)
R
1W
15-19
R26K(CA)(Mod)(B)
R
1W
15-18
R26K(CA)(Mod)(Lt) 15-13
RM
1M
R81(CA) 1W 15-10
R/W
R/W
369
S-16
7 1
-
S
ENIL
HCTAM
5 1
-
S
E
NI
L
H
C
T
A
M
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LAST
REVISION
STATEOFCALIFORNIA -
DEPARTMENTOF
TRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEP
LOTTED =>
DATEPLOTTED =>
18:53
8-APR-2025
CHECKED
BY
REV
ISEDBY
DATE
REVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSU
PERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa016.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM
/WILLIAMTSAI
ANH
D NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\t
raffic\Civil\5-95%\Plans\C
urrent\0735420oa016
.dgn
SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
TSOP
SEAGULL WAY
ROUTE 1
"PCH_50.5-56"LINE
12.3'
10.8' 11'
11'
11'
11'
11'
11'
11'
11'
2' 2'
10.7'
16.3'
11.6'
16.2'
7 8 9 2070 1 2 3 4 2075 6
7 8
9 2080
5'
12.3'
10.8'
11.2'
13.9'
10.7'
16.3'
LATIGO
CANYON
Rd
16-3 R26K(CA)(Mod)(Rt)
RM
1M
16-2 G72(CA)(Mod)
R
2 W38(CA) 16-5
R
1W
W38(CA)(Mod)
R
1W
16-12
R
1W
R26K(CA)(Mod)(Rt)
16-15
R
1W
R26K(CA)(Mod)(Lt)
R26K(CA)(Mod)(Lt) 16-8
R
1W
16-18
RM
1M
R26K(CA)(Mod)(Rt)
16-9
R
1W
S8(CA)
L-1(CA) 16-14
RM
1M
16-13
16-11
R
1W
R26K(CA)(Mod)(B)
16-1 R117(CA)
R4-11 1W
R3-4
R3-4
RM
1M
16-7
1M
16-16 L-1(CA)
RM
L-1(CA)
RM
1M
16-4
16-17 R117(CA)
R4-11 1W
16-10 1W R81(CA)
R81(CA) 1W 16-6
R/W
R/W
370
S-17
8 1
-
S
ENI
L
HCTAM
6 1
-
S
E
NI
L
H
C
T
A
M
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa017.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa017.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
POST
POST
TSOP
POST TSOP
DRY
RD Y
YRD
SEA
VISTA
Dr
"
ROUTE 1 PCH_50.5-56"LINE
1 2 3
4 2085
6 7
8 9
2090
1 2 3
4 17-2
1W
R
S8(CA)
17-3
1W
R
W2-2(Lt)
17-6
1W
R
S8(CA)
17-7
1W
R
S32-1(CA)
S32(CA)
17-8
1W
R
S8(CA)
17-9
1W
R N-1(CA)
R3-4 R3-18
N-1(CA)
R3-4 R3-18
17-16
1W
R
R2-1(50)
17-15
1W
R
R26K(CA)(Mod)(B)
S32-1(CA)
S32(CA)
17-13
1M
RM
W2-2(Rt)
R81(CA) 1W 17-12
17-1
2 R
G8(CA)
R117(CA)
R4-11
17-5 1W
L-1(CA)
RM
1M
17-14
L-1(CA)
RM
1M
RM 17-11
1M
L-1(CA) 17-10
RM
1M
17-4 L-1(CA) R/W
R/W
371
9 1
-
S
ENIL
HCTAM
7 1
-
S
ENI
L
H
C
T
AM
S-18
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa018.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa018.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
TSOP
A
SPH
ROUTE 1
"PCH_50.5-56"LINE
2095 6 7 8 9 2100 1
2 3
4 2105
6 7
MPH
MPH50
50 PMH
PMH05
50 18-3
1W
R
R26(S)(CA)
18-2
1W
R
W2-1
18-1
1W
R
R2-1(50)
18-4
1W
R
R26(S)(CA)
RM
1M
L-1(CA) 18-5
L-1(CA)
RM
1M
18-6
R/W
R/W
372
MA
T
C
H
L
INE
S
-18
MATCH
LINE
S
-
20 S-19
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa019.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa019.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
V
IA
E
S
COND
IDO
V
IA
E
S
COND
IDO
ROUTE 1
"PCH_50.5-56"LINE
8 9 2110 1 2
3 4
2115
6 7
8 9
2120
1 19-18
1M
RM
R26K(CA)(Mod)(Lt)
19-3
1M
RM
N-1(CA)
R4-7
19-2
1W
R
R26(S)(CA)
19-4
1M
RM
R26K(CA)(Mod)(B)
R81(CA) 1W 19-21
RM
1M
R26K(CA)(Mod)(B) 19-19 TO 19-20
19-17
1W
R
W2-1
W11-2 1W 19-29
W16-2P(400) 1W 19-28 W11-2
19-30 1W W16-2P(500) W11-2
19-31 1W W11-2
R26K(CA)(Mod)(Lt)
R
1W
19-XX
R26K(CA)(Mod)(B)
R
19-14
1W
R
19-13
1W
R26K(CA)(Mod)(Rt)
RSS
19-12
SS
19-6
1M
RM
R26K(CA)(Mod)(Lt)
R26K(CA)(Mod)(B)
R2-1(50) RSS
19-5
SS
L-1(CA)
RM
1M
19-16
RM
1M
L-1(CA) 19-15
R26K(CA)(Mod)(Rt)
R
1W
19-27
L-1(CA)
RM
1M
19-26
G11-4.1(CA) 1W 19-25
L-1(CA)
RM
1M
19-24
R26K(CA)(Mod)(B)
RM
1M
19-23
1M
RM G33-1(CA)(Mod) SG28(CA)(Rt)
19-22
G33-1(CA)(Mod)
SG28(CA)(Lt)
SG33-1(CA)(Mod)
SG28(CA)(Rt)
G33-1(CA)(Mod)
SG28(CA)(Lt)
R81(CA)
R2-1(50)
R
1W
R73-9(CA)(Mod)
R26L(CA)
19-7 TO 19-10
R8-3d
R26L(CA)
G11-4.1(CA) 1W 19-11
L-1(CA)
RM
1M
20-12
R/W
R/W
373
S-20
M
A
T
C
H
L
IN
E
S
-19
M
A
T
C
H
L
IN
E
S
-21
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa020.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa020.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
S
GATE
UB
MEADOW
S
C
t
ROUTE 1
"PCH_50.5-56"LINE
2 3 4 2125 6 7 8 9 2130 1 2 3 4 2135
R26K(CA)(Mod)(Lt)
R
1W
20-13
R26K(CA)(Mod)(Rt)
R
1W
20-14
L-1(CA)
RM
1M
20-16
R26K(CA)(Mod)(Rt)
R
1W
20-17
R26K(CA)(Mod)(Lt)
R
1W
20-18
L-1(CA)
RM
1M
20-19
1M
RM SG34(CA)(Mod) SG28(CA)(Rt)
20-20
SG34(CA)(Mod)
SG28(CA)(Lt)
SG34(CA)(Mod)
SG28(CA)(Rt)
SG34(CA)(Mod)
SG28(CA)(Lt)
R
1W
R26K(CA)(Mod)(Rt) 20-21
1M
RM SG34(CA)(Mod) SG28(CA)(Rt)
20-1
SG34(CA)(Mod)
SG28(CA)(Rt)
SG34(CA)(Mod)
SG28(CA)(Lt)
SG34(CA)(Mod)
SG28(CA)(Lt)
R26K(CA)(Mod)(Lt)
R
1W
20-3
R26K(CA)(Mod)(Rt)
R
1W
20-4
R26K(CA)(Mod)(B)
RM
1M
20-5
R26K(CA)(Mod)(Rt)
1W
20-2
R
R26K(CA)(Mod)(Rt)
R
1W
20-6
SG34(CA)(Mod)
SG28(CA)(Rt)
R
1W
20-7
R26K(CA)(Mod)(Lt)
RM
1M
20-8
R26K(CA)(Mod)(Rt)
R
1W
20-9
R26K(CA)(Mod)(B)
R
1W
20-10
R26K(CA)(Mod)(Lt)
R2-1(50)
R
1W
20-11
R26K(CA)(Mod)(Rt)
R26K(CA)(Mod)(Lt) R26K(CA)(Mod)(Lt)
R
1W
20-15
R/W
R/W
374
S-21
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa021.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa021.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
S PIPE
A
S
PH
D
I
RT
D
I
RT
C ON C RD Y
P
VC
ROUTE 1
"PCH
_
50.5-56"LINE
6 7 8 9 2140 1 2
3 4 2145 6
7 8 9
R26K(CA)(Mod)(Rt)
R
1W
21-1
R26K(CA)(Mod)(B)
R
1W
21-2
R26K(CA)(Mod)(Lt)
R
1W
21-3
R26K(CA)(Mod)(Lt)
R
1W
21-5
L-1(CA)
RM
1M
21-6
R26K(CA)(Mod)(Rt)
R
1W
21-7
L-1(CA)
RM
1M
21-8
L-1(CA)
RM
1M
21-9
R2-1(50)
R
1W
21-11
L-1(CA)
RM
1M
21-12
R81(CA) 1W 21-10
R81(CA) 1W 21-4
MA
T
C
H
L
IN
E
S
-
2 2
M
A
T
C
H
L
IN
E
S
-20
R/W
R/W
375
S-22
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa022.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa022.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
RD Y
DRY
OLD RD
YRD
STAIRS
LO D Rd
W
IND
ING
W
ay
ROUTE 1
"PCH_50.5-56"LINE
2150
1 2
3 4
2155 6 7 8 9
2160
1 2
3 4
50 05PMH
PMH
MPH
MPH
50 50
RM
1M
L-1(CA) 22-7
RM
1M
L-1(CA) 22-8
R
1W
R26K(CA)(Mod)(Lt) 22-9
RM
1M
R26K(CA)(Mod)(B) 22-10
R26K(CA)(Mod)(Rt) 22-11
RSP
ISP
R28(CA)(Mod)
1W
R
22-12
R28(CA)
R26K(CA)(Mod)(Lt)
1W
R
22-13
R26K(CA)(Mod)(Rt)
1W
R
22-14
23-9
R
1W
R26K(CA)(Mod)(Rt)
RM
1M
22-1 L-1(CA)
RM
1M
22-3 L-1(CA)
RM
1M
22-2 L-1(CA)
R
1W
22-4 R4-3
R81(CA) 1W 22-6
23-1
RM
1M
R30E(CA)(Mod)
R30E(CA)(Mod) 23-2
RM
1M
22-5 1W R117(CA)
R4-11
R117(CA)
R4-11 1W 22-15
MATCH
LINE
S
-
21 MATCH
LINE
S
-
23 R/W
R/W
376
S-23
M
A
T
C
H
L
IN
E
S
-22
M
A
T
C
H
L
IN
E
S
-24
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa023.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa023.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
SEA
LANE
WAY
BU
BU
STAIRS
W
IND
ING
WAY
AHEADAHEADSIGNAL 2165 6 ROUTE 1 7 8 9 2170 1 2 SIGNAL3 4 2175 6 7 "PCH_50.5-56" LINE
23-10
R
1W
R26K(CA)(Mod)(Rt)
23-11
R
1W
W2-1
23-12
R
1W
R26K(CA)(Mod)(Lt)
R
1W
R26K(CA)(Mod)(B) 23-13
R81(CA) 1W 23-3
R26K(CA)(Mod)(Rt)
RSP
ISP
23-14
R26(CA)(Mod)(Rt) 23-5
RM
1M
W2-1
1W
R
23-7
R26(CA)(Mod)(Lt) 23-6
1M
RM
R26K(CA)(Mod)(Lt)
1W
23-15
R
RM
1M
R26K(CA)(Mod)(B) 23-17
RSS
SS
23-18 W3-3
R26K(CA)(Mod)(Rt)
RM
1M
23-19
R
2 23-20 G8(CA)
R26K(CA)(Mod)(Rt)
L-1(CA) 23-4
RM
1M
R81(CA) 1W 23-8
R81(CA) 1W 23-16
R/W
R/W R/W
377
MAT
C
H
L
INE
S
-25
MA
T
C
H
L
INE
S
-23
S-24
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa024.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa024.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
PIPE
DI
RAMIREZ
CANYON
Rd
PARADISE
COVE
Rd
ROUTE 1
"PCH_50.5-56"LINE
8 9 2180 1 2 3
4 2185
6 7
8 9
2190
W16-1P
W11-1
1W
R
24-1
R26K(CA)(Mod)(Rt)
1W
R
24-2
1W
R
G11-5(CA) 24-5
R26K(CA)(Mod)(Lt)
1M
RM
24-19
1W
R
G11-5(CA) 24-20
R26K(CA)(Mod)(B)
1W
R
24-21
R3-4
SS
RSS
24-23
N-1(CA)
W1-7
1W
R
24-24
SS
RSS
24-6
R26K(CA)(Mod)(Lt)
D11-1
S17(CA)
1W
R
24-9 R26K(CA)(Mod)(Rt)
24-26 SS R81(CA)
R26K(CA)(Mod)(Lt)
1W
R
24-27
R26K(CA)(Mod)(Rt)
R
24-30
1W
R26K(CA)(Mod)(Rt)
1W
R
24-32
R2-1(50)
1W
R
24-33
G8(CA)
2 R
24-34
1W
R
24-17 R2-1(50)
SS
RSS
24-18 W3-3
2 R
G8(CA) 24-16
1W
R
R26K(CA)(Mod)(B) 24-14
1W
R
R26K(CA)(Mod)(B) 24-13
1W
R
R28(CA)(B) 24-12
1W
R
24-10 R26K(CA)(Mod)(B)
1W
R
R26K(CA)(Mod)(Lt) 24-15
1M
RM
24-11 L-1(CA)
L-1(CA)
1M
RM
24-22
MH
RMA G8(CA)
24-8
R3-4
G8(CA)
G8(CA) R3-4 G8(CA)
MH
RMA G8(CA)
24-7
R3-4
G8(CA)
G8(CA) R3-4 G8(CA)
L-1(CA)
1M
RM
24-25
L-1(CA)
1M
RM
24-28
L-1(CA)
1M
RM
24-29
R5-1(Mod)
1M
RM
24-31
R5-1a
R5-1
R26K(CA)(Mod)(B) 24-3
1W
R
R117(CA)
R4-11
1W 24-4
R26K(CA)(Mod)(Rt)
R
24-35
1W
R/W
R/W
R/W
378
S-25
MATCHLINES-26
MATCHLINES-24
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa025.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa025.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
RA
M
IREZ
M
E
S
A
D
r
BU
ROUTE 1
"PCH_50.5-56"LINE
1 2 3 4 2195 6 7 8 9 2200 1 2
3 S32-1(CA)
S32(CA)
1W
R
25-7
R26K(CA)(Mod)(Lt)
1W
R
25-8
R18A(CA)(Mod)
1W
R
25-10
R118(CA)
R18A(CA)(Mod)
G8(CA)
2 R
25-2
R26K(CA)(Mod)(Rt)
1W
R
25-3
S32-1(CA)
S32(CA)
1W
R
25-4
L-1(CA)
1M
RM
25-6
W14-2(Mod)
SS
RSS
25-9
L-1(CA)
1M
RM
25-11
R81(CA) 1W 25-1
1M R117(CA) R4-11 25-5
R/W
R/W
379
S-26
MATCH
LINE
S
-
27 MATCH
LINE
S
-
25 x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa026.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa026.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
POOL
BU
DRY
YRD
WH
BU
SOP T
ZUMA
VIEW
Pl
ZUMA
VIEW
Pl
ZUM
IREZ
D
r
Z
UM
IREZ
D
r
AHEADAHEADSIGNAL SIGNAL
50MPH KEP KEP
KEECLEPARCLEAR
ROU
CLEAR TE 1
"PCH_50.5-56"LINE
4 2205
6 7
8 9
2210 1 2
3 4
2215
6 7
50MPH
05 05
PMH
PMH
1W
R
26-9
R118(CA)
R18A(CA)(Mod)
R18A(CA)(Mod)
1W
R
26-10 W74(CA)
1W
R
26-12 W4-2(Rt)
1W
R
26-13 W3-3
1W
R
26-14 W16-1P
W11-1
1W
R
R2-1(50) 26-15
26-17
1W
R
W34A(CA)(400FT)
W11-8
26-21 1W R81(CA)
1W
R
R26K(CA)(Mod)(Lt) 26-22
R26K(CA)(Mod)(Rt)
1W
R
26-23
R26K(CA)(Mod)(Lt)
1W
26-24
R
R26K(CA)(Mod)(B)
1W
26-25
R
R3-2
1W
R
26-8
26-7
1W
R R18A(CA)(Mod)
G18-66(CA) 26-2
R
1W
R26K(CA)(Mod)(Lt)
1W
26-1
R
R26K(CA)(Mod)(Lt)
1M
RM
L-1(CA) 26-11
RM
L-1(CA)
1M
26-16
SS
RSSR9-3bP(Lt)
R9-3
26-18
R9-3bP(Rt)
R9-3
R9-3bP(Lt)
R9-3
R9-3bP(Rt)
R9-3
SS
RSSR9-3bP(Lt)
R9-3
26-4
R9-3bP(Rt)
R9-3
R26K(CA)(Mod)(Lt)
R9-3bP(Lt)
R9-3
R9-3bP(Rt)
R9-3
R26K(CA)(Mod)(Lt)
MH
RMA G7(CA)
26-5
R73-2(CA)
G7(CA)
G7(CA) R73-2(CA) G7(CA)
MH
G7(CA)RMA
26-6
R73-2(CA)
G7(CA)
G7(CA) R73-2(CA) G7(CA)
R9-3
SS
26-19
RSS
SS
RSS R49(CA)(Lt)
R9-3
26-20
R49(CA)(Rt)
R9-3
R49(CA)(Lt)
R9-3
R49(CA)(Rt)
R9-3
R118(CA)
R18A(CA)(Mod) R117(CA)
R4-11 1W 26-3
R/W
R/W
380
S-27
MAT
CH
L
INE
S
-
28 MATCH
L
INE
S
-
26 x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa027.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa027.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
UB
ASPH
ZUMA
MESA
D GA r LAHAD
Dr
AHEADAHEADSIGNAL SIGNAL AHADEAHADEISGNLA ISGNLA
HAAED
HA ISADE GNAL ISGNAL
ROUTE 1
"PCH_50.5-56"LINE
8 9
2220
1 2 3
4 2225
6 7
8 9
2230
R26K(CA)(Mod)(Rt)
1W
R
27-6
W3-3
1W
R
27-9
R25(CA)(Mod)
R18A(CA)(Mod)
1W
R
27-10
R118(CA)
R25(CA)(Mod)
R18A(CA)(Mod)
27-11
2 R
M6-1
M1-6
M3-1
G1(CA)
R2-1(50)
R
1W
27-4
R48(CA)(Mod)
RM
1M
27-3
W3-3
R
1W
27-2
W2-2(Rt)
R
1W
27-1
L-1(CA)
1M
RM
27-8
27-5 1W R81(CA)
27-7 1W W3-3
R/W
R/W
R/W
381
S-28
MATCH
L
INE
S
-
2 9 MAT
CH
L
INE
S
-
27 x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa028.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa028.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
BU
BU
CAVALLERI
Rd
KANAN DU
M
E
R
d
PORTSHEAD
RD
ROUTE 1
"PCH_50.5-56"LINE
EEKPLCAER
CLEARKEEP
AHEADAHEAD SIGNAL SIGNAL
AHEADAHEAD SIGNAL
SIGNAL
1 2
3 4
2235
6 7
8 9
2240 1 2 3
4 R36(CA)(Mod)
2 R
28-16
2 G8(CA)
R
28-18
W2-1
1W
R
28-17
R2-1(50)
R
1W
28-19
R
1W
R48(CA)(Mod) 28-20
R
2 G8(CA) 28-14
R
1W
W3-3 28-6
R
1W
28-7 M6-1L R20D(CA)(Mod)
RM
1M
28-3 R61-26(CA)(Mod)
MH
G7(CA)RMA
28-5
G7(CA)
G7(CA) G7(CA)
RSS
SS
28-4 R3-4
R3-4
MH
G7(CA)RMA
28-2
R10-5(Mod)
G7(CA)
G7(CA) SR39A(CA) G7(CA)
RSS
SS
28-1
R9-3bP(Lt)
R9-3
R3-4
L-1(CA)
1M
RM
28-8 TO 28-11
R
1W
28-13
W2-1
W3-3
28-12 1W W2-1
1W 28-15 R117(CA) R4-11
R/W
R/W
382
S-29
MATCH
LINE
S
-
3 0
MATCH
LINE
S
-
28 x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420oa029.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa029.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
B
T
ST
TE GA
BU
HEATHERCLIFF
Rd
ROUTE 1
"PCH_50.5-56"LINE 2245
6 7
8 9
2250
1 2 3 4
2255
6 7
EAH 8 ADAHAED ISGNAL
ISGNLA
R
1W
29-11 S35-1(CA) S35(CA)
G8(CA)
R
2 29-13
R
1W
W3-3 29-14
RSS
SS
29-17
R81(CA)
G28-2(CA)(1)
M3-1
G28-2(CA)(1)
M3-1
R
1W
W7-5 29-18
R
1W
29-8
R18(CA)(Mod)
R118(CA)
R18(CA)(Mod)
R
1W
R26K(CA)(Mod)(Rt) 29-9
R
1W
29-10 R26K(CA)(Mod)(B)
L-1(CA) 29-12
1M
RM
L-1(CA)
RM
1M
29-15
RSS
SS
29-3
G28-2(CA)(1)
M3-3
G28-2(CA)(1)
M3-3
MH
RMA
29-2
R3-4
G8(CA)
R3-4
G8(CA)
G8(CA)G8(CA)
MH
RMA R73-2(CA) G8(CA)
R73-2(CA)
G8(CA) G8(CA)
28-16
G8(CA)
R18A(CA)(Mod)
R18A(CA)(Mod)
R
1W
29-4
SS
R9-3bP(Rt)
R9-3
R9-3bP(Rt)
R9-3
RSSR9-3bP(Lt)
R9-3
29-5
R9-3bP(Lt)
R9-3
RSP
ISP
29-7
R5-1
R5-1a
R5-1
1W R118(CA) R18(CA)(Mod)
R18A(CA)(Mod) R
29-6
R117(CA)
R4-11
1W 29-1 R/W
R/W
R/W
383
30-3
SS
RSS
W3-3
SW26(CA)(Mod)
R81(CA)(Mod) 1M
R
30-8
1W
R3-2
R
30-9
1W
W8-10P
W8-10
30-5
2R
G8-4(CA)
R2-1 30-6
R
1W
2W
2R
G8-4(CA)
R2-1
30-7
R
1W
R26K(CA)(Mod)(Rt)
30-1
S-30
MATCH
LINE
S
-
29 M
A
T
C
H
L
IN
E
S
-31
1W
R
R3-2 30-4
MH
RMA
30-2
PIPE
PIPE
PIPE
PIPE
ROUTE 1
"PCH_50.5-56"LINE
AHEAD
AHEAD
SIGNALSIGNAL
"P
C
H_50
.
5 -56
" 2262
+30
.85
E
C
9 2260 1 2 3 4 2265 6 7 8 9 2270 1 2 50 50MPHMPH 05 MP
50H
MPH
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:20
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa030.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa030.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
R/W R/W
R/W
384
R
RM RM
31-2
31-3
(Rt)
R26K(CA)(Mod)
R1-1
31-5
1M
RM
R26K(CA)(Mod)(Lt)
31-17
R
W34C(CA)
31-15
2R
G20-1(CA)
31-16
RM
G11-4.1(CA)
R26K(CA)(Mod)(Both)
RSS 31-12 (Both) R26K(CA)(Mod)
R81(CA)(Mod) 1M 31-11
31-7
2 2R
G72(CA)
G8-7(CA)
31-9
1W
R
W16-2P
W11-2
SS
W2-2
W3-3
RSS
31-10
S-31
MATCH
LINE
S
-
30 MATCH
LINE
S
-
32 2
1W
1M
1W
1M
R1-1
(Both)
R26K(CA)(Mod)
R
31-1
1W
(Both)
R26K(CA)(Mod)
RM
31-6
1M
G11-4.1(CA)
31-4
R
D3-1
1W
31-14
R
R3-2
R1-1
D3-1
1W
31-13 (Both) R26K(CA)(Mod) 1W
31-8
SS
W2-2(Rt)RSSW2-7(Rt)
WESTWARD BEACH Rd
UB
B
ON
S
ALL
Dr
UB
PIP
ROU E
"PCH TE 1 _50.5-56"LINE
SIGNALSIGNAL AHEAD AHEAD
"PCH_5
0 .5
-
56 "
2275
+
62 .4
3 B
C
"PCH_50
.
5 -
56 "
2283
+76
.
7 9
PCC
3 4
2275 6
7 8 9 2280 1
2 3
4 2285
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:20
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa031.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa031.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
R/W
R/W
385
32-3
R
W2-2
32-5 R81(CA)(Mod)
RM
32-8
32-6
32-7
SS R9-3bP
R9-3
R9-3bP
RSS R9-3
32-9 R118(CA)
R81A(CA)
R81(CA)
R30B(CA)(Mod2)(Rt)
R26K(CA)(Mod)(Lt)
32-16
R
W3-3
R30B(CA)(Mod2)(Both) 32-18
32-20
R
R26(Mod)
32-17
(Mod)
R81(CA)
32-30
1W
R
(Mod)(Both)
R26K(CA)
32-32
R
(Both)
R26K(CA)(Mod)
32-33
RM
L-1(CA)
R
32-31
1W
R
R5-11(Mod1)
(SPACING 200')
R26K(CA)(Mod)(Both)
32-28
RM
G11-7(CA)
32-29
2M
2RM
G7-1(CA)
32-27
1W
R
R3-1
SS
RSS
R3-18 32-24
(Mod)
R81(CA) 32-25
32-23
32-26
1M
RM
D11-1
MH
RMA
G7-1(CA)
32-1 RSS (Both) R26K(CA)(Mod)
S-32
MAT
CH
L
INE
S
-
31 MATCH
LINE
S33
1M
1M
1M
1M
1M
1M
1M
1W
1W
1W
1W
1W
32-34 TO 32-35
R
32-15
1W
RM
32-14
1M
RM
32-13 G72(CA)
1M
R26K(CA)(Mod)(Both)
R
1W
32-11 TO 32-12
32-4
R
1W (Both)
(Mod)
R26K(CA)
R
(Lt)
R26K(CA)(Mod)
1W
N-1(CA)
W1-7
32-10
R
(Rt)
(Mod)
R26K(CA)
1W
32-21
1W
R
(Both)
(Mod)
(CA)
R26K
32-2 (Both) R26K(CA)(Mod) 1W
RSS
RSS 34-22
R9-3
SS
R9-3
R9-3bP(Lt)
R9-3bP(Rt)
R9-3
D3-1
R9-3bP(Rt)
D3-1
R9-3
R9-3bP(Lt)
D3-1D3-1
R30B(CA)(Mod2)(Both) 1W 32-19
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:20
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa032.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa032.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
BU
BU
BU
B
U
S
C
H
D
r
ZUMA ACCESS Rd BU
BU
SP
ZUMA BEACH Rd
ROUTE 1
"PCH
_50.5-56"LINE SB ROUTE 1
NB ROUTE 1
SIGNALSIGNAALHEAD AHEAD
"P
C
H_50
.
5 -
5 6
" 2290
+69
.70
PCC
6 7
8 9 2290 1 2
3 4
2295
6 7
8 21 22 "BUSC" LINE
R/W
R/W
386
R30B(CA)(Mod2)(Both)RSS
R
W16-1P
W11-1
W4-2
33-5
33-6
R26K(CA)(Mod)(Both)
R
33-7
R
1M 33-8 R81A(CA) R81(CA)(Mod)
33-9
RM
R5-11(Mod2)
33-10
RM
1M
N-4(CA)
R3-1
33-17
1 R
(Both)
R26K(CA)(Mod)
33-18
R
(Both)
R26K(CA)(Mod)
R
W16-1P
W11-1
R
33-14
(Both)
R26K(CA)(Mod)
R
33-13 (Both) R26K(CA)(Mod)
S-33
MATCH
LINE
S
-
32 MATCH
LINE
S
-
34 1W
1W
1W
1W
1W
1W
1W
1W
1M
R
(Both)
R26K(CA)(Mod)
1W
33-11 TO 33-12
33-15 TO 33-16
R30B(CA)(Mod2)(Both) 1W
33-1
33-2
R30B(CA)(Mod2)(Both)RSS
R30B(CA)(Mod2)(Both) 1W
33-3
33-4
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:21
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa033.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa033.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
ASPH
ROUTE 1
"PCH_50.5-56"LINE
"PCH_50
.
5 -
56 "
2309+97
.
35 EC
9 2300
1 2
3 4 2305
6 7
8 9
2310
1 2
R/W
R/W
387
34-1
1W
R
R2-1(50)
1M 34-25 (Mod) R81(CA)
S-34
M
A
T
C
H
L
IN
E
S
-35
M
A
T
C
H
L
IN
E
S
-33
34-7
1W
R30B(CA)(Mod2)(Lt)
R26K(CA)(Mod)(Lt)
34-6
1W
R
SG32-1(CA)
SG32(CA)
34-9
1W
R
(Both)
R26K(CA)(Mod)
34-12
MH
RMA
G7-1(CA)
34-10
SS
R9-3bP
R9-3
RSS
34-17
1W
R
W16-1P
W11-1
34-16
1W
R
(Both)
R26K(CA)(Mod)
34-15
MH
RMA
R3-4
34-13
SS G28-1(CA)
RSS
1M 34-11 (Mod) R81(CA)
34-43
1W
R
(Both)
(Mod)
R26K(CA)
34-42
1M
RM
W16-1P
W11-1
34-41
1W
R
S32-1(CA)
34-39 S32(CA)
2 R
G7-1(CA)
34-40
1M
RM
(Both)
R26K(CA)(Mod)
1M 34-38 (Mod) R81(CA)
34-37
1M
RM
(Mod)(Lt)
R26K(CA)
D11-1
34-36
34-35
SS
RSS
R3-4
MH
RMA
G7-1(CA)
34-32
1W
R3-7
R
R118(CA) 1M 34-31
34-30
R
1W
R6-1(Rt)
1W
R
(Lt)
R26K(CA)(Mod)
RM
W3-3 34-27
1M
1W
34-26
R
(Mod)(Both)
R26K(CA)
R2-1 (50)
R
R30B(CA)(Mod2)(Both)
34-8
1W
R
R81A(CA)
R81(CA)(Mod)
R
1W
(Both)
R26K(CA)(Mod) 34-23 TO 34-24
34-28 TO 34-29
34-33
1W
R26K(CA)(Mod)(Rt)
R
34-34
RSS 34-2
R30B(CA)(Mod2)(Both) 1W 34-3
R30B(CA)(Mod2)(Both)RSS 34-4
R30B(CA)(Mod2)(Both) 1W 34-5 34-18
1W
R
R30B(CA)(Mod2)(Rt)
R26K(CA)(Mod)(Lt)
34-21 RSS
(Both)
R30B(CA)(Mod2)
34-22 1W
(Both)
R30B(CA)(Mod2)
RSS
R9-3
R9-3
SS
R9-3
R9-3
RSS
R9-3
R9-3
SS
R9-3
R9-3
RSS
R9-3bP(Lt)
R9-3
R3-5R9-3
SS
R9-3bP(Lt)
R9-3
R9-3bP(Rt)
R9-3
R3-5
M6-4M6-4
34-19 RSS
(Both)
R30B(CA)(Mod2)
34-20 1W
(Both)
R30B(CA)(Mod2)
R118(CA) 1M 34-14
UB
UB
WH
WH
WH
UB
UB
UB
SB ROUTE 1 NB ROUTE 1 ISGNAL ISGNAL
AHADEAHADE
3 4 2315 6 7
8 9 2320 1 2 3 4 2325 6
ROUTE 1
"PCH_50.5-56"LINE
05 05PMH
PMH
50 M
50PH
MPH
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
11:15
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa034.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa034.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
R/W
R/W
388
35-1
R
W16-1P
W11-1
R30B(CA)(Mod2)(Both)RSS 35-2
1W
35-4
R
W3-3
35-5 RSSR30B(CA)(Mod2)(Both)
35-15
R30B(CA)(Mod2)(Lt)
R26L(CA)(Mod)(Rt)
R26K(CA)(Mod)(Rt) R
R81(CA)(Mod) 1M 35-16
35-23
35-24
R
R26K(CA)(Mod)(Lt)
35-21 TO 35-22
R
(SPACING 100')
R26K(CA)(Mod)(Both)
RM
(Mod)(Both)
R26K(CA)
35-19 TO 35-20
(SPACING 82')
(Both)
R R26K(CA)(Mod)
R
(SPACING 82')
R26K(CA)(Mod)(Both)
S-35
MATCH
LINE
S
-
34 MA
T
C
H
L
IN
E
S
-36
1W
1W
1W
1W
1M
1M
1M
35-25
R
L-1(CA)
1W
R30B(CA)(Mod2)(Both) 1W 35-3
35-10 1W R30B(CA)(Mod2)(Both)
35-9 RSSR30B(CA)(Mod2)(Both)
35-12 1W
(Both)
(Mod2)
R30B(CA)
35-11 RSSR30B(CA)(Mod2)(Both)
35-14 1W R30B(CA)(Mod2)(Both)
35-13 RSSR30B(CA)(Mod2)(Both)
35-6 1W R30B(CA)(Mod2)(Both)
35-17 TO 35-18
35-7 RSSR30B(CA)(Mod2)(Both)
35-8 1W R30B(CA)(Mod2)(Both)
UB
UB
C ON C
C ON C
ZUMA BEACH Rd ZUMA BEACH ACCESS Rd
ROUTE 1
"PCH_56-63"LINE SB ROUTE 1
NB ROUTE 1
AHEADAHEAD SIGNAL
SIGNAL
"P
C
H
_
5 0
.
5 -56
" 2336
+09
.
5 4
B
K
=
"P
C
H_5
0 .
5 -56
" 23
3 6
+
9 .
5 4
END
"P
C
H
_
5 6
-
6 3
" 321
7 +
2 6
.48
B
E
G
"P
C
H
_56
-
6 3
" 3217
+26
.
4 8
AH
D
"P
CH_50
.
5 -
56 "
2331
+
04 .
89 BC
7 8
9 2330
1 2
3 4 2335 6 8 9 3220 1 2
ROUTE 1
"PCH_50.5-56"LINE
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:21
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa035.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa035.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
R/W
R/W
389
R
(SPACING 160')
R26K(CA)(Mod)(Both) 36-22 TO 36-24
R
R 36-25 26K(CA)(Mod)(Both) R2-1(50)
R30B(CA)(Mod1)(Both)RSS 36-17
R30B(CA)((Mod1)(Both) 36-16
RSS R30B(CA)(Mod1)(Both)
36-11
R30B(CA)(Mod1)(Rt)
R26L(CA)(Mod)(Lt)
R26K(CA)(Mod)(Lt) R
1W
R
36-10 R26K(CA)(Mod)(Both)
36-9
SS
RSS
R2-1(50)
36-8
1W
R
R26L(CA)(Mod)(Both)
R26K(CA)(Mod)(Both)
36-3 RSS R30B(CA)(Mod1)(Both)
36-7
36-2
36-1
1W
R
R26L(CA)(Mod)(Both)
R26K(CA)(Mod)(Both)
S-36
MATCH
L
INE
S
-
37 R
R26K(CA)(Mod1)(Both)
1W
1W
1W
1W
1W
R
(Both)
(Mod)
R26K(CA)
36-21 1M R81(CA)(Mod)
R
1W
M
A
T
C
H
L
IN
E
S
-35
36-12
36-13 1W
(Both)
(Mod1)
R30B(CA)
36-14 RSS R30B(CA)(Mod1)(Both)
36-15 1W
(Both)
(Mod1)
R30B(CA) R30B(CA)(Mod1)(Both) 1W 36-18
36-4 1W R30B(CA)(Mod1)(Both)
36-5 RSS R30B(CA)(Mod1)(Both)
36-6 1W R30B(CA)(Mod1)(Both)
36-19
R
R26K(CA)(Mod)(Both)
1W
36-20
R
R26K(CA)(Mod)(Both)
1W
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:21
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa036.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa036.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
ZUMA BEACH Rd
UB
ROUTE 1
"PCH_56-63"LINE
"P
C
H_56
-63
" 3232
+
0 5
.55 BC
3 4 3225 6 7 8 9 3230 1 2 3
4 3235
6 R/W
R/W
390
RM
R81(CA)(Mod)
37-10
R
R30B(CA)(Mod1)(Lt)
R26L(CA)
R26K(CA)(Mod)(Rt)
R
(SPACING 55')
R26L(CA)(Mod)(Both)
R26K(CA)(Mod)(Both)
37-11 TO 37-12
R
37-16
37-15
R
37-13
37-18
R
R81(CA)(Mod)
W11-1(Mod2) 37-19
R
37-21
R
37-20
RM
R81(CA)(Mod)
R
R30B(CA)(Mod1)(Lt)
R26L(CA)
R26K(CA)(Mod)(Rt)
R
(SPACING 55')
R26L(CA)(Mod)(Both)
R26K(CA)(Mod)(Both)
R
R30B(CA)(Mod1)(Lt)
R26L(CA)
R26K(CA)(Mod)(Rt)
37-9
1M
RM
R81(CA)(Mod)
R
R
R26(Mod) 37-14
(Mod)
R81(CA)
R
R26(CA)(Mod)(Both)
R81(CA)(Mod)
W11-1(Mod2)
R
R
R26(Mod)
R81B(CA)
R81(CA)(Mod)
R
(SPACING 150')
R26K(CA)(Mod)(Both)
37-27
R
W2-2(Rt)
R118(CA) 37-29
37-28
2 R
G8-22(CA)
R
D3-1
R
37-33 W16-1P
W11-1
37-32
R
W11-1(Mod)
R81(CA)(Mod)
R26(Mod)
S-37
M
A
T
C
H
L
IN
E
S
-38
MAT
C
H
L
INE
S
-
3 6
1M
1M
1M
1W
1W
1W
1W
1W
1W
1W
1W
1W
1W
1W
1W
R
37-22 (CA)
G8-22
2 1W 37-2
(Both)
R30B(CA)(Mod1)
RSS 37-1 (Both) R30B(CA)(Mod1)
1W 37-58
(Both)
R30B(CA)(Mod1)
RSS 37-7 (Both) R30B(CA)(Mod1)
1W 37-6
(Both)
R30B(CA)(Mod1)
RSS 37-5 (Both) R30B(CA)(Mod1)
1W 37-4
(Both)
R30B(CA)(Mod1)
RSS 37-3 (Both) R30B(CA)(Mod1)
37-31 (Mod) R81(CA) 1M
37-30
R
R26K(CA)(Mod)(Rt)
1W
37-24 TO 37-26
R
37-23 R81(CA)(Mod) W11-1(Mod2)
1W
R118(CA) 1M 37-17
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:21
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa037.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa037.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
ZUMA BEACH Rd
GUERN
S
EY
Av
e
ROUTE 1
"PCH_56-63"LINE
"PCH_56
-
63 "
3239
+
56 .
56 EC
"PCH_56
-
63 "
3241
+
31 .
90 B
C
"P
C
H_56
-63
" 3246
+44
.19
E
C
7 8
9 3240
1 2 3
4 3245 6 7 8 9 3250 1
50 05PMH
PMH
50 MP50H
MPH
R/W
R/W
391
1W
R
(SPACING 50')
R26K(CA)(Mod)(Both)
R81(CA)(Mod)
38-9 TO 38-10
38-7
1W
38-6
1W
R
R26K(CA)(Mod)(Both)
R
R2-1(50)
RM
1M
38-5
1W
R
R26K(CA)(Mod)(Lt)
38-3
1W
R
(Mod)
R26K(Rt)(CA)
W7-3aP(2)
W1-5
38-2
38-27
38-26
RM
1M
R6-1(Rt)
1W
R
R26K(CA)(Mod)(Both)
38-24
R
2 G8-4(CA)
1W
SG28(CA)(Lt)
R118(CA)
R
1M 38-16
38-18
S-38
M
A
T
C
H
L
IN
E
S
-37
MA
T
C
H
L
IN
E
S
-
3 9
R81A(CA)
R81(CA)(Mod)
RSS
R9-3bP(Lt)
R9-3
R9-3bP(Rt)
R9-3
SS
R9-3bP(Lt)
R9-3
R9-3bP(Rt)
R9-3
RM
1M
38-14
38-15
RM
RM
1M
RSS
R9-3bP(Lt)
R9-3
R9-3bP(Rt)
R9-3
SS
R9-3bP(Lt)
R9-3
R9-3bP(Rt)
R9-3
1M R118(CA)
R81A(CA)
R81(CA)(Mod)
RM
1M
38-13
38-11 R81A(CA) R81(CA)(Mod)
RM
1M
RSS
R9-3bP(Lt)
R9-3
R9-3bP(Rt)
R9-3
SS
R9-3bP(Lt)
R9-3
R9-3bP(Rt)
R9-3
RSS
R9-3bP(Lt)
R9-3
R9-3bP(Rt)
R9-3
SS
R9-3bP(Lt)
R9-3
R9-3bP(Rt)
R9-3
(CA)
R118
1M
RM
2 1M (CA)
N-1
R4-7
38-34 (Mod) R81(CA)
38-32
RSS
R9-3bP(Lt)
R9-3
R9-3bP(Rt)
R9-3
SS
R9-3bP(Lt)
R9-3
R9-3bP(Rt)
R9-3 38-33
RSS
R9-3bP(Lt)
R9-3
R9-3bP(Rt)
R9-3
SS
R9-3bP(Lt)
R9-3
R9-3bP(Rt)
R9-3
38-28
1M (Both)
(Mod)
R R26K(CA)
38-29
N-1(CA)
R4-7
RM
1M
38-30 R118(CA)
38-31
(CA)
R81B
(Mod)
RM R81(CA)
1M
38-12
MH
G8-4(CA)
RMA
38-17
RM
1M
G11-4.1(CA)
1M
RM
(SPACING 82')
R26K(CA)(Mod)(Both) 38-22 TO 38-23
(Both)
(Mod)
R R26K(CA)
1W
38-4
G7-1
(CA)
D11-1
M4-6
1W
R
38-1 R26(Mod)
1W
R
38-2 (Mod)(Rt) R26K(CA)
38-25
R
(Both) 2
(Mod)
R26K(CA)
38-21
RM
1M
R6-1(Rt)
SS
W3-3
RSS
38-20
2 SG28(CA)(Lt)
G8-4(CA)
R
38-19
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:21
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa038.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa038.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
UB
UB
GATE
ROUTE 1
"PCH_56-63"LINE
SB ROUTE 1 NB ROUTE 1
"P
C
H_56
-63
" 325
4 +97
.76 BC
"P
C
H_56
-63
" 3260
+72
.59
E
C
2 3 4 3255 6 7 8
9 3260
1 2
3 4 3265
6 R/W
R/W
392
39-2
RM
OM2-1H
R4-7
R
1W
SG28(CA)(Rt)
R
G7-1(CA)
R
W11-2
R
G7-1(CA) 39-8
39-6
RM
1M
D11-1
39-7
RM
1M
R26A(CA)
RM
OM2-1H
R4-7
1M
R
1W
39-1 SG28(CA)(Rt)
R
SG28(CA)(Rt)
R
G7-1(CA)
R
39-3
1W
39-4
1W
R
R5-11(Mod2)
R
W11-2 39-5
1W
G7-1(CA)
2 RM
RM
D11-1
RM
R26A(CA)
RM
D11-1
RM
R26A(CA)
S-39
MATCH
LINE
S
-
40 MA
T
C
H
L
IN
E
S
-40
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:21
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa039.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa039.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
ROUTE "PC 1 H_56-63"LINE SB ROUTE 1
NB ROUTE 1
"P
C
H_56
-63
" 3270
+00
.15 BC
"PCH
_5
6 -
63 "
3 278
+3
7 .00
EC
7 8 9 3270 1 2 3 4 3275
6 7
8 SL
UB
UB
CONC
ASPH
UB
TS
HPSA
H SP A
HCAEB OAD BR DR
H SP A
1 - AL
1 - AL
CNOC
H SP A TS
HPSA H SP A
SB
NB
SB
NB
SL
R/W
R/W
R/W
R/W
R/W
R/W
393
40-1
SS
RSS
R2-1(50)
40-4
1W
R
G11-7(CA)
R2-1(50)
RM
40-5
2 SR53(Mod)(CA)
S-40
M
A
T
C
H
L
IN
E
S
-41
40-2
1M
R
N-4(CA) R81(CA)(Mod) 1M 40-3
40-6
R
1W
R81(CA)(Mod)
M
A
T
C
H
L
IN
E
S
-39
40-7
R
1W
R1-1
D3-1
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:21
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa040.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa040.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
P
I
P
E
LUNITA
Rd
ROUTE 1
"PCH_56-63" LINE
"P
C
H_56
-63
" 3278
+37
.00
E
C
"P
C
H_56
-63
" 3291
+59
.74 BC
9 3280 1 2 3 4 3285 6 7 8 9 3290 1 2 3
R/W
R/W
394
1 R
R9-3a(Mod) 41-1 to 41-3
S-41
MAT
CH
L
INE
S
-
42 MATCH
LINE
S
-
40 41-9
R
1 W16-1P
W11-1
W16-1P 41-4
W11-1
G11-7(CA) 41-5
1M
RM
1M
RM
41-10
RM
1M
(Lt)
R26K(CA)(Mod)
R
42-12
1M
(Both)
R26K(CA)(Mod)
M 41-11
(Mod)
R81(CA)
41-6 TO 41-8
1W
R
R9-3a(Mod)
BOX
CALL
EXISTING
E
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:21
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa041.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa041.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
CED K D
D D D D D DRY
ROUTE 1
"PCH_56-63"LINE
"PCH_56
-
63 "
33 0
7 +01
.33
EC
4 3295
6 7 8 9 3300 1 2 3
4 6
7 55 55PMH PMH
55 MP
55H
MPH
R/W
R/W
395
42-3
1M
RM
W16-1P
W11-1
42-1 TO 42-2
1W
R
R9-3a(Mod) 1M 42-4 (Mod) R81(CA)
42-5
1M
R
W16-1P
W11-1
1M 42-11
(Mod)
R81(CA)
R
42-9
1 (Rt)
R26K(CA)(Mod)
S-42
M
A
T
C
H
L
IN
E
S
-
4 3
M
A
T
C
H
L
IN
E
S
-41
R
42-8
1W
(Both)
R26K(CA)(Mod)
RM
42-10
1M
W16-1P
W11-1
42-6
1 R
R2-4(50)
R
42-12
1 W16-1P
W11-1
R
42-7
1W
D3-1
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:21
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa042.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa042.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
TSOP
ROUTE 1
"PCH_56-63"LINE
"P
C
H_56
-63
" 3318
+67
.63
B
C
8 9 3310 1 2 3 4 3315 6 7 8 9 3320 1
R/W
R/W
396
1M 43-2 (Mod) R81(CA)
S-43
MATCH
LINE
S
-
44 MAT
CH
L
INE
S
-
42 R
R28(CA)(Lt) 43-3
1W
43-1
1M
RM
W16-1P
W11-1
E
BOX
CALL
EXISTING
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:21
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa043.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa043.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
ROUTE 1
"PCH_56-63"LINE
"P
CH_
56 -
63 "
333
1 +
11 .
1 4
EC
2 3
4 3325 6 7
8 9
3330
1 2
3 4
3335
6 R/W
R/W
397
R
44-9
1W
R26K(CA)(Mod)
1M 44-11 (Mod) R81(CA)
R81(CA)(Mod) 1M 44-10
RM
44-12
1M
SG28(CA)
R
44-13
1W
SG32-1(CA)
SG32(CA)
1M 44-7 (Mod) R81(CA)
44-1
2 R
G8-22(CA)
44-2
1W
R
R2-4P(55)
44-3
1W
R
S32-1(CA)
S32(CA)
1W
R
R26K(CA)(Mod)(Rt)
S-44
MAT
C
H
L
INE
S
-
45 M
A
T
C
H
L
IN
E
S
-43
44-4
1W
R
(SPACING 50')
R26K(CA)(Mod)(Both) 44-5 TO 44-6
1W
R
W8-15(Mod)
R1-1
D3-1
44-8
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:22
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa044.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa044.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
COTTONTAIL Ln
BROAD
BEACH
Rd
BROAD
BEACH
Rd
ROUTE 1
"PCH_56-63"LINE
SB ROUTE 1
NB ROUTE 1
"P
C
H_56
-63
" 3342
+91
.17 BC
7 8 9 3340 1 2 3 4 3345 6 7 8 9
33505 5
MPHMPH
55 55PMH
PMH
R/W
398
R
(Rt)
R26K(CA)(Mod)
45-21
45-4
1M
RM
R7-203(CA)(Mod) 45-6
SS
RSS
(Both)
R26K(CA)(Mod)
R
2W
R
G81-65
L-1(CA)
R26K(CA)(Mod)(Both)
W16-4P 45-10
W11-1
R
(Both)
R26K(CA)(Mod)
R
45-14
R81(CA)(Mod)
R81A(CA)
45-15
R81(CA)(Mod)
R81B(CA)
L-1(CA) 45-12
RM
R81(CA)(Mod) 45-11
R
W16-4P 45-20
W11-2
R
45-22
R
45-24 (Mod)(Both) R26K(CA)
R
R2-1 45-25
(Mod)(Both)
R28A(CA)
R
45-23
1 R
45-26
R
R26K(CA)(Mod)(Rt) 45-30
R81(CA)(Mod) 45-27
45-28
R81B(CA)
R81(CA)(Mod)
45-29
R81A(CA)
R81(CA)(Mod)
S-45
MAT
CH
L
INE
S
-
46 MAT
C
H
L
INE
S
-
44 1W
1W
1W
1W
1W
1W
1W
1W
1W
1W
1M
1M
1M
1M
1W
1M
1M
1M
45-2 TO 45-3
45-1
(Both)
R26K(CA)(Mod)
R
1W
45-8 TO 45-9
45-7 (Rt) R26K(CA)(Mod)
R
1W
45-13 (Both) R26K(CA)(Mod)
R
1W
R28A(CA)(Lt)
(Mod)(Rt)
R26K(CA)
45-5
1M
RM
L-1(CA)
R4-11 1M 46-31
45-16 TO 45-19
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:24
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa045.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa045.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
ROUTE 1
"PCH_56-63"LINE 1 2
3 4 3355 6 7 8 9
1 2
R/W
R/W
399
46-12
R
W16-4P
W11-2
R
46-13
1W
R26K(CA)(Mod)(Both)
R
R26K(CA)(Mod)(Both) 46-15 TO 46-17
S-46
M
A
T
C
H
L
IN
E
S
-45
M
A
T
C
H
L
IN
E
S
-47
1W
1W
R
46-14
2 G72(CA)
R
46-18
1W
R26K(CA)(Mod)(Lt)
R
R26K(CA)(Mod)(Both) 46-19 TO 46-20
1W
R
46-21
1W
R26K(CA)(Mod)(Rt)
R
46-22
1W
R26K(CA)(Mod)(Lt)
R
(Both)
R26K(CA)(Mod) 46-1 TO 46-9
1W
R
46-11
1W
R26K(CA)(Mod)(Lt)
R
46-10
1W
R26K(CA)(Mod)(Rt)
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
15:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa046.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa046.dgn SCALE: 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
POOL
E
L
M
A
TADO
R
R
d
NB ROUTE 1
SB ROUTE 1
R/W
R/W
400
47-1
1W
R
W16-1P
W11-1
47-3
1W
R
R26K(CA)(Mod)(Both)
D11-1 1M 47-2
47-4
1W
R
(Both)
(Mod)
R26K(CA)
R
47-8
R26K(Mod)(CA)(Rt) 1W
W16-4P
W11-2
R
47-9
1W
R26K(CA)(Mod)(Lt)
47-10
1W
R26K(CA)(Mod)(Rt)
R
47-11
1W
W16-4P
W11-8
R
47-13
1W
R26K(CA)(Mod)(Lt)
R
D11-1 1M 47-12
S-47
M
A
T
C
H
L
IN
E
S
-48
MA
T
C
H
L
IN
E
S
-46
RM
47-7
1M
W16-1P
W11-1
R
47-5
1W
(Rt)
R26K(CA)(Mod)
R
47-6
1W
R26K(CA)(Mod)(Rt)
1W
R
R26K(CA)(Mod)(Rt) 47-14 to 47-15
E
BOX
CALL
EXISTING
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:25
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa047.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa047.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
8 1 2 3 4 6 7 8 9 1 2 ROUTE 1
"PCH_56-63"LINE
DIRT
DIRT POOL
DIKE
ASPH
ASPH
ASPH
C
ON
C
CONC
CONC
DIKE
LA -1
C
O
N
C
DIRT
DIRT POOL
DIKE
ASPH
ASPH
ASPH
C
ON
C
CONC
CONC
DIKE
LA -1
C
O
N
C
8 9 3380 1 2 3 4 3385 6 7 8 9 3390 1 2
DIKE
SB
NB
SB
NB
29 DIKE
DIKE
LA -1
DIKE
DIKE
LA -1
ASPH
DIKE
ROUTE 1
"LA01_PM46-63"Line
R/W R/W
R/W
R/W
R/W
N87°04'42"W 2,046.30' N82°44'39"W 1,673.42'
8 9 3380 1 2 3 4 3385 6 7 8 9 3390 1 2
29 ROUTE 1
"LA01_PM46-63"Line
8 9 3380 1 2 3 4 3385 6 7 8 9 3390 1 2
29 ROUTE 1
"LA01_PM46-63"Line
8 9 3380 1 2 3 4 3385 6 7 8 9 3390 1 2
29 ROUTE 1
"LA01_PM46-63"Line
8 9 3380 1 2 3 4 3385 6 7 8 9 3390 1 2
29 ROUTE 1
"LA01_PM46-63"Line
8 9 3380 1 2 3 4 3385 6 7 8 9 3390 1 2
29 ROUTE 1
"LA01_PM46-63"Line
R/W R/W
R/W
R/W
R/W
401
48-1
R
48-2
1M
RM
R26K(CA)(Mod)(Rt)
1 48-4
1 R
R26K(CA)(Mod)(Lt)
R
(Both)
R26K(CA)(Mod)
R26K(CA)(Mod)(Lt)
1 R
48-14
2 D11-1
G7-1(CA)
R
48-15
1 R26K(CA)(Mod)(Rt)
48-16
1 R
W16-1P
W11-1
R
48-17
1 W16-4P
W11-2
S-48
M
A
T
C
H
L
IN
E
S
-49
M
A
T
C
H
L
IN
E
S
-47
R
48-10
2 G88-4(CA)
48-3
48-5
1 R
R26K(CA)(Mod)(Rt)
48-7
1 R26K(CA)
R
48-6
1 R48-1
R2-1(55)
R
R
48-11
1 R1-1
D3-1
E
BOX
CALL
EXISTING
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:26
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa048.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa048.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
PUESTA
DEL
SOL ENCINAL
CANYON
Rd
B
EACH
Rd
LA
P
IEDRA
4 3395 6 7 8 9 3400 1 2 3 4 3405 6 7
STOP
CLEAR
KEEP
ROUTE 1
"PCH_56-63"LINE
3 R/W
R/W R/W
R/W
R/W
402
49-2
1W
R
W11-2
49-3
1M
RM
R26K(CA)
49-4
1W
R
R26K(CA)
49-6
1M
RM
(Both)
(Mod)
R26K(CA)
R26K(CA)
D11-1 1M 49-5
49-1
1W
R
R26K(CA)
R
49-10
2 G72(CA)
SG32(CA)
R
49-12
1W
SW48-1(CA)
SW48(CA)
R
49-13
2 G72(CA)
R
49-14
2 G1-7(CA)
D11-1 1M 49-11
49-7
1 R
49-8
1M
RM
R26K(CA)
S-49
R
49-15
2 G78-4(CA)
R
49-9
2 G1-7(CA)
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:27
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa049.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa049.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
TSOP
BU
BU
POST
BEACH
Rd
EL
PESCADOR
BEACH
Rd
EL
PESCADOR
BEACH
Rd
EL
PESCADOR
8 9 3410 1 2 3 4 3415 6 7 8 9 3420 1 NB ROUTE 1
SB ROUTE 1
ROUTE 1
"PCH_56-63"LINE
CV
BU
BU
CULV BU
1 - AL
ASPH
1 - AL
EKID DIKE
LA - 1
ASPH
ASPH
DIKE
DIKE DIKE
R/W
R/W
R/W
R/W
BEACH
Rd
EL
PESCADOR
BEACH
Rd
EL
PESCADOR
BEACH
Rd
EL
PESCADOR
M
A
T
C
H
L
IN
E
S
-
5 0
M
A
T
C
H
L
IN
E
S
-48
R/W
R/W
R/W
R/W
403
50-1
R
R2-1(25)
50-2
R
W9-7(Mod)
50-3
R
1 G28-2(CA)(23)
M3-1
50-5
R
G8-7(CA)
50-4
R
50-6
R
SR53(CA)(Mod)
50-7
R
W16-1P
W11-2
W16-4P
W11-2
50-9
R
SW48-1(CA)
SW48(CA)
50-8
R
2 G78-4(CA)
S-50
MATCHLINES-51
M
A
T
C
H
L
IN
E
S
-49
1W 2
1W
1W
2 1W
1W
1W E
BOX
CALL
EXISTING
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:27
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa050.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa050.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
SB
NB
SB
NB
DECKER Rd
2 3 4 3425 6 7 8 9 3430 1 2 3 4 3435
R/W
R/W
R/W
R/W
404
D11-1 1M 51-1
51-2
1W
R4-3
R
D11-1 1M 51-3
R
51-4
1W
R4-3(CA)
R
51-5
1W
R26K(CA)(Mod)(Both)
S-51
M
A
T
C
H
L
IN
E
S
-52
M
A
T
C
H
L
IN
E
S
-50
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:27
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa051.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa051.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
SB
NB
SB
NB
6 7 8 9 3440 1 2 3 4 3445 6 7 8 9
ASPH
A
S
P
H
DIRT
LA -1
ASPH
A
S
P
H
DIRT
LA -1
DIRT ASPH ASPH
DIRT
ASP
H
ASPH
A
S
P ASPH H
ASP
H
A
S
P
H ASP
H
ASP
H
LA - 1
ASPH
DIRT ASPH ASPH
DIRT
A
S
P
H
ASPH
A
S
P ASPH H
ASP
H
A
S
P
H ASP
H
ASP
H
LA - 1
ASPH
6 7 8 9 3440 1 2 3 4 3445 6 7 8 9
SB
NB
SB
NB
LA -1
LA - 1
ASPH
LA -1
ASPH
LA - 1
ASPH ROUTE 1
"LA01_PM46-63"Line
R/W
R/W
R/W
R/W
N80°10'43"W 7,705.18'
6 7 8 9 3440 1 2 3 4 3445 6 7 8 9 ROUTE 1
"LA01_PM46-63"Line
6 7 8 9 3440 1 2 3 4 3445 6 7 8 9 ROUTE 1
"LA01_PM46-63"Line
6 7 8 9 3440 1 2 3 4 3445 6 7 8 9 ROUTE 1
"LA01_PM46-63"Line
6 7 8 9 3440 1 2 3 4 3445 6 7 8 9 ROUTE 1
"LA01_PM46-63"Line
6 7 8 9 3440 1 2 3 4 3445 6 7 8 9 ROUTE 1
"LA01_PM46-63"Line
R/W
R/W
R/W
R/W
405
52-1
1M
RM
W16-1P
W11-1
52-2
1W
R26K(CA)(Mod)(Both)
R
R
52-3
1W
R26K(CA)(Mod)(Rt)
S-52
M
A
T
C
H
L
IN
E
S
-
5 3
M
A
T
C
H
L
IN
E
S
-51
E
BOX
CALL
EXISTING
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:28
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa052.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa052.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
CONC
SB
NB
SB
NB
3450 1 2 3 4 3455 6 7 8 9 3460 1 2 3 3450 1 2 3 4 3455 6 7 8 9 3460 1 2 3 LA - 1
ASPH
ID EKID EK
LA - 1
ASPH
SB
ASPH
NB
SB
NB
EKID
EKID
LA - 1
ASPH
ID EKID EK
LA - 1
ASPH
ASPH
EKID
EKID
LA - 1
ASPH
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
406
53-2
1M
RM
R26K(CA)(Mod)(Rt)
53-3
1M
RM
R26K(CA)(Mod)(Lt)
1M 53-1
R4-11
D11-1
53-4
1W
R
S32-1(CA)
S32(CA)
1M 53-5
R4-11
D11-1
S-53
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:28
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa053.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa053.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
PD
T
SB
NB
SB
NB
4 3465 6 7 8 9 3470 1 2 3 4 3475 6 7
DIRT
DIRT
DIRT
ASPH
ASP
H
C
O
N
C
DIRT DIRT
ASPH
DIRT ASPH
DIRT
DIRT
DIRT
ASPH
ASP
H
C
O
N
C
DIRT DIRT
ASPH
DIRT ASPH
SP A H
C ON C
C
ONC
PD
T
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
M
A
T
C
H
L
IN
E
S
-
5 4
M
A
T
C
H
L
IN
E
S
-52
407
54-1
2 R
G5(CA)
S-54
MATCH
LINE
S
-
55 M
A
T
C
H
L
IN
E
S
-53
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:28
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa054.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa054.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
SB
NB
SB
NB
SL
N
I
C
H
O
L
A
S
B
E
A
C
H
R
d
"P
C
H_56
-63
"
348
7 +
7 0
.41 BC
"PCH_56
-
63 "
3491
+28
.
73 EC
8 9 3480 1 2 3 4 3485 6 7 8
9 3490
1 CONC
CON
C
D
I
R
T
ASPH
CONC
CON
C
D
I
R
T
ASPH
ASP
HA
S
PH
ASPH
ASPH
ASP
HA
SPH
ASPH
ASPH
SL
DIKE DIKE
LA - 1
ASPH
DIKE
LA -1
ASPH
DIKE DIKE
LA - 1
ASPH
DIKE
LA -1
ASPH
DIKE
DIKE
ASPH
ASPH
ASPH
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
408
55-4
R4-11
D11-1
55-3
R
W16-4P
W11-2
55-2
1W
R
R26K(CA)(Mod)(Lt)
1M 55-1 R4-11 D11-1
S-55
1W
1M
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:28
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa055.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa055.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
DIRT
SB
NB
SB
NB
"P
C
H_56
-63
" 3491
+28
.73
E
C
2 3 4 3495 6 7 8 9 3500 1 2 3 4 3505 6
ASPH
DIKE
DIRT
DIKE
DIRT
DIRT
LA - 1
ASPH
ASPH
DIKE
DIRT
DIKE
DIRT
DIRT
LA - 1
ASPH
2 3 4 3495 6 7 8 9 3500 1 2 3 4 3505 6
OP TS
OP TS
TSOP
SB
NB
SB
NB
DIKE DIKE DIKE
DIKE
DIKE
DIKE
DIKE
LA - 1
ASPH
DIKE DIKE DIKE
DIKE
DIKE
ASPH
ASPH
ROUTE 1
"LA01_PM46-63"Line
R/W
R/W
R/W R/W
R/W
N69°54'49"W 2,524.24'
2 3 4 3495 6 7 8 9 3500 ROUTE 1 1 2 3 4 3505 6
"LA01_PM46-63"Line
2 3 4 3495 6 7 8 9 3500 ROUTE 1 1 2 3 4 3505 6
"LA01_PM46-63"Line
2 3 4 3495 6 7 8 9 3500 ROUTE 1 1 2 3 4 3505 6
"LA01_PM46-63"Line
2 3 4 3495 6 7 8 9 3500 ROUTE 1 1 2 3 4 3505 6
"LA01_PM46-63"Line
2 3 4 3495 6 7 8 9 3500 ROUTE 1 1 2 3 4 3505 6
"LA01_PM46-63"Line
R/W
R/W
R/W R/W
R/W M
A
T
C
H
L
IN
E
S
-
5 6
M
A
T
C
H
L
IN
E
S
-54
409
56-1
2 R
G72(CA)
RM
56-5
1M
R4-11
D11-1
1M 56-4 R4-11 D11-1
56-3
1W
R
G7-1(CA)
56-2
1W
R
W16-1P
W11-1
S-56
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:28
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa056.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa056.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
ETAG
DRY
SB
NB
SB
NB
"P
C
H_
5 6
-63
" 351
6 +
5 2
.96 BC
7 8
9 3510
1 2
3 4
3515
6 7 8 9
3520
7 8
9 3510
1 2
3 4
3515
6 7 8 9
3520
HPSA
OP TS TSOP
CON
C
1 - AL
1 - AL 1 - AL
1 - AL
H SP A
H SP A
HPSA
DIKE
EKID
EKID ETAG
TSOP
TSOP
DRY
HPSA SB
NB
SB
NB
DIKE
HPSA
1 - AL
1 - AL 1 - AL
1 - AL
H SP A
H SP A
HPSA
DIKE
EKID
EKID
HPSA
HPSA
DIKE
32 R/W
R/W
R/W
R/W
ROUTE 1
"LA01
_PM46-63"Line N69°54'49"W 2,524.24' 7 8 9
3510
1 2
3 4
3515
6 7 8 9
3520
32 ROUTE 1
"LA01
_PM46-63"Line 7 8
9 3510
1 2
3 4
3515
6 7 8 9
3520
32 ROUTE 1
"LA01
_PM46-63"Line 7 8
9 3510
1 2
3 4
3515
6 7 8 9
3520
32 ROUTE 1
"LA01
_PM46-63"Line 7 8
9 3510
1 2
3 4
3515
6 7 8 9
3520
32 ROUTE 1
"LA01
_PM46-63"Line 7 8
9 3510
1 2
3 4
3515
6 7 8 9
3520
32 ROUTE 1
"LA01
_PM46-63"Line
R/W
R/W
R/W
R/W
MAT
CH
L
INE
S
-
57 MA
T
C
H
L
IN
E
S
-55
410
57-1
1W
R
R7-203(CA)(Mod1)
R
57-3
2 G86-11(CA)
57-2
1W
R
R2-4(Mod1)
G9-5(CA)
S-57
E
BOX
CALL
EXISTING
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:28
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa057.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa057.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
TSOP
TSOP
SB
NB
SB
NB
"P
C
H_56
-63
" 3524
+08
.00
E
C
"P
C
H_56
-63
" 35
3 1
+
7 0
.
9 6 BC
3520
1 2
3 4 3525 6 7 8 9 3530 1 2 3 4
28.03 3 1035 520
1 2
3 4 3525 6 7 8 9 3530 1 2 3 4
EKID
LA - 1
LA - 1
1 - AL
1 - AL
ASPH
ASPH
DIKE
EKID
EKID TSOP
TSOP
ASPH
DIKE
SB
NB
SB
NB
32 EKID
LA - 1
LA - 1
1 - AL
1 - AL
ASPH
ASPH
DIKE
EKID
EKID
ASPH
DIKE
R/W
R/W
ROUTE 1
"LA01_PM46-63"Line
33 R/W
R/W
R/W
S88°27'23"W 762.96'
3520
1 2
3 4 3525 6 7 8 9 3530 1 2 3 4
32 ROUTE 1
"LA01_PM46-63"Line
33 3520
1 2
3 4 3525 6 7 8 9 3530 1 2 3 4
32 ROUTE 1
"LA01_PM46-63"Line
33 3520
1 2
3 4 3525 6 7 8 9 3530 1 2 3 4
32 ROUTE 1
"LA01_PM46-63"Line
33 3520
1 2
3 4 3525 6 7 8 9 3530 1 2 3 4
32 ROUTE 1
"LA01_PM46-63"Line
33 3520
1 2
3 4 3525 6 7 8 9 3530 1 2 3 4
32 ROUTE 1
"LA01_PM46-63"Line
33 R/W
R/W
R/W
R/W
R/W
MATCH
LINE
S
-
5 6
MAT
CH
L
INE
S
-
58 411
R
58-5
1W
R26K(CA)(Mod)(Lt)
58-7
58-6
R
1M R4-11
D11-1
R26A(CA)
58-3
R
R26K(CA)
58-2 R4-11
D11-1
58-4
R
58-1 R28(CA)
R
R30A(CA)
S-58
1W
1W
1W
1W
1M
R
R28(CA) 58-8 TO 58-9
1W
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:28
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa058.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa058.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
SP A H
BEACH
ACCESS
Rd
ET GA
STAIRS
SB
NB
SB
NB
"P
C
H_56
-63
" 3539
+39
.46
E
C
3535
6 7
8 9 3540 1 2 3 4 3545 6 7
DIKE
DIKE
DIKE
DIKE
3535
6 7
8 9 3540 1 2 3 4 3545 6 7 DIKE
DIKE
ROCK
ASPH
SP A H
ON C C
LA - 1
LA - 1
H SP A
HPSA
PSA H
PSA H
DIRT
ET GA
PO
ST
D
I
R
T
PSA H
KID E
DIKE
HPSA
STAIRS
SB
NB
SB
NB
DIKE
DIKE
DIKE
DIKE
LA - 1
LA - 1
H SP A
HPSA
PSA H
PSA H
PSA H
KID E
DIKE
HPSA
DIKE
DIKE
ROUTE 1
"LA01_PM46-63"Line
33 R/W
R/W
R/W
R/W R/W
3535 S66°26'25"W 1,076.33'
6 7
8 9 3540 1 2 3 4 3545 6 7 ROUTE 1 "LA01_PM46-63"Line
33 3535
6 7
8 9 3540 1 2 3 4 3545 6 7 ROUTE 1 "LA01_PM46-63"Line
33 3535
6 7
8 9 3540 1 2 3 4 3545 6 7 ROUTE 1 "LA01_PM46-63"Line
33 3535
6 7
8 9 3540 1 2 3 4 3545 6 7 ROUTE 1 "LA01_PM46-63"Line
33 3535
6 7
8 9 3540 1 2 3 4 3545 6 7 ROUTE 1 "LA01_PM46-63"Line
33 R/W
R/W
R/W
R/W R/W
M
A
T
C
H
L
IN
E
S
-59
MATCH
LINE
S
-
57 412
R
R30A(CA) 59-14
59-8
59-9
RM
RM
59-6
RM
59-7
R
G8-4(CA)
59-5
1M
RM
59-2
R
R28(CA)(Rt) 59-4
R
G86-11(CA)
59-3
R
R30A(CA)
R4-4 59-12
59-11
R
R6-1(Rt)
R
59-10 (Rt) R26K(CA)(Mod)
59-1
1W
R
G8-4(CA)
S-59
1W
1W
2 1W
1W
1W
1W
1M
1M
1M
1M
R
R117(CA) 59-13
1W
R30A(CA)(Both)
R30A(CA)(Both)
R30A(CA)(Both)
R30A(CA)(Both)
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:28
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa059.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa059.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
ASPH
CV CV
CV
CV
CV
SP A H
CV
CV
CV
CV
CV
TRAIL
AL 1 -
BEACH ACCESS RD
EB CA H CC A SE S DR
D
TRAI TE GA L
TSOP
TSOP
BU
SB
NB
SB
NB
M
U
LHOLLAND
H
WY
"PCH_56
-
63 "
3550+
15 .79
BC
8 9
3550
1 2
3 4 3555 6
7 8
9 3560
1 R/W
R/W
R/W
R/W
MATCH
LINE
S
-
60 MATCH
LINE
S
-
58 413
60-5 R4-11
D11-1
1W
R
(SPACING 100')
R30A(CA)
1M 60-3 R4-11 D11-1
60-4
R
R30A(CA)
S-60
1M
1W
x 60-1 TO 60-2
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:28
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa060.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa060.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
STAIRS
SB
NB
SB
NB
"P
C
H_56
-63
" 3564
+58
.55
E
C
2 3 4 3565
6 7
8 9
3570
1 2
3 4
3575
R/W
R/W
R/W
R/W
MA
T
C
H
L
INE
S
-59
MA
T
C
H
L
INE
S
-61
414
61-1
2 R
S33(CA)
61-2
1W
R
S32-1(CA)
S32(CA)
61-3
R
R28(CA)(Both)
R
(SPACING 82')
(Mod)(Both)
R28(CA)
61-5 TO 61-10
61-4
R
G10(CA)
61-12 R4-11
D11-1
R4-11 61-17
R
G10(CA) 61-13
R
61-14 S32-1(CA) S32(CA)
61-15
R81B(CA)
R81(CA)(Mod)
RM
R30A(CA) 61-16
R
S32(CA) 61-18
R118(CA) 61-19
R
(Both)
R26K(CA)(Mod) 61-23 TO 61-26
R81(CA)(Mod) 61-21
1M 61-27 R4-11
D11-1
S-61
1W
1W
1W
1W
1W
1W
1W
1W
1M
1M
1M
1M
1M
RM
R26K(CA)(Mod)(Lt) 61-20
1M
RM
R26K(CA)(Mod)(Rt) 61-22
1M
RM
R26K(CA)(Mod)(Rt) 61-11
1M
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
08:29
8-APR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s160391
DGN FILE => 0735420oa061.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
C62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
E
S
IG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420oa061.dgn SCALE : 1" = 50'
APPROVED FOR SIGN WORK ONLY
SIGN PLAN
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
DIKE
SB DIKE
NB
SB
NB
SB
SB
NB
NB
YELLOW HILL Rd
"P
C
H_56
-63
" 3582
+
2 9
.09
END
"P
C
H_56
-63
" 3580
+15
.63 BC
6 7 8 9 3580 1 2
DIKE
DIKE
DIRT
ASPH
DIKE
LA -1
VEN -1
VEN -1
DIKE
DIKE
DIRT
ASPH
DIKE
VEN -1
VEN -1
SB
NB
SB
NB
R/W
R/W
SB
SB
NB
NB
R/W
R/W
R/W
R/W
M
A
T
C
H
L
IN
E
S
-60
415
7 .9"8"
9.5" 38.2" 8" 44.8"
6" 14.2"
9.5" 12.8"
25"8"
18.7" 28"
9.5"
41"
5.9"9
"
42"
110"
6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Latigo Canyon], E Mod; ARROW 8UC-2LH - 12.8" 180°; [Road] E Mod;
7.9 "
8"
8.5" 31.7"
6" 14.2"
7.2" 12.8"
25"8"
8" 13.5"
9.8"
8.5"
5.9"9"
42 "
50"
6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Serra] E Mod; ARROW 8UC-2LH - 12.8" 180°;[Rd] E Mod;
8.9"8"
8" 68.4"
9.1"8"
8" 64.5"
22.9 " 14.2"
8" 12.8"
9.1"8"
30.6" 40.1"
21.6"
4.7"
27.3"
8.9"
22.9 "
60 "
98"
6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Pepperdine] E Mod; [University] E Mod; ARROW 8UC-2LH - 12.8" 0°; [Malibu] E Mod;
7.9"8"
11" 40" 8" 22"
9.1"8"
21.6" 28.1"
21 .9" 14.2"
8" 12.7"
11"
21.6"
9"
5.9 "
42"
92"
6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Malibu Cyn] E Mod; [Road] E Mod; ARROW 8UC-2LH - 12.8" 0°; M alibu Cyn
Road
PepperdineUniversity
M alibu
Rd
Serra
Latigo Canyon
Road
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:51
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
00-00-00
USERNAME => s150586
DGN FILE => 0735420ob001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 7/2/2010 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
5-12
17-5
1-7 5-11
G8(CA) G8(CA)G8(CA) G8(CA)
07 LA 1 46.9/62.9
NGUYEN
ANH D
62370
9/30/25
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
NO SCALE
SIGN DETAILS
SD-1
416
8 "8"
9.1" 36.7" 8" 44.8" 8" 13.5"
4.9" 14.2"
8" 12.8" 5.1"
8"
4.9"
24"
146"
6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Corral Canyon Rd] E Mod; ARROW 8UC-2LH - 12.8" 0°; 36"
6"6"
6.6" 27.8" 6" 24.9" 6" 10.1"
4.8"8.4"
4" 9.6" 7"
6"
4.8"
18"
102"
3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Kanan Dume Rd] E Mod; ARROW 6UC-1L - 9.6" 0°; 6"6"
7.7" 36.4" 6" 17.2" 6" 8.1"
4.8"8.4"
4" 9.6" 7"
6"
4.8"
18"
3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Ventura Fwy 13] E Mod; ARROW 6UC-1L - 9.6" 0°;
7.9"8"
26.2" 50"
6" 14.2"
5.8" 12.7"
25"8"
8" 28.8" 8" 12.9"
9.8"9.8"
5.9"9
"
42"
86"
6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Ramirez] E Mod; ARROW 8UC-2LH - 12.8" 180°; [Mesa Dr] E Mod;
4.9" 14.2"
5.1" 12.8"
8"8"
8" 36.6" 8" 44.8" 8" 13.6" 9.1"
4.9"8
"
24"
146"
6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;ARROW 8UC-2LH - 12.8" 180°; [Corral Canyon Rd] E Mod; CorralCanyon Rd
Ram irez
M esa Dr Kanan Dum e Rd
Ventura Fwy 13
CorralCanyon Rd
17-49
13-24
1-7
15-3
G8(CA)
G1(CA)G8(CA)G8(CA)
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:51
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
00-00-00
USERNAME => s150586
DGN FILE => 0735420ob002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 7/2/2010 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
62370
9/30/25
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
NO SCALE
SIGN DETAILS
SD-2
417
36 "
6"6"
9.1" 41.2" 6" 10.1"
4.8"8.4"
6" 9.6" 8"
6"
4.8"
18"
3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Cavalleri Rd] E Mod; ARROW 6UC-1L - 9.6" 0°;
4.8"8.4"
5.2" 9.6"
6"6"
6" 45.8" 6" 10.2" 7.2"
4.8"
6"
18"
90"
3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;ARROW 6UC-1L - 9.6" 180°; [Portshead Rd] E Mod; 36"
6"6"
8.4" 45.9" 6" 10.1"
4.8"8.4"
6" 9.6" 4"
6"
4.8"
18"
3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Portshead Rd] E Mod; ARROW 6UC-1L - 9.6" 0°;
4.8"8.4"
7.6" 9.5"
6"6"
6" 41.2" 6" 10.1" 9.6"
4.8"
6"
18"
90"
3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;ARROW 6UC-1L - 9.6" 180°; [Cavalleri Rd] E Mod; 7 .9"
8 "
10.6" 52.8" 8" 28"
6 " 14.2"
10.6" 12.8"
25"8"
17.6" 28"
10.6"
41"
5 .9"9
"
42"
110"
6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Paradise Cove] E Mod; ARROW 8UC-2LH - 12.8" 180°; [Road] E Mod; 7 .9"
8 "
10.6" 52.8" 8" 28"
9 .1"
8 "
30.6" 28.1"
21.9" 14.2"
8" 12.7"
10.6"
30.6"
9 "
5.9"
42"
110"
6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Paradise Cove] E Mod; [Road] E Mod; ARROW 8UC-2LH - 12.8" 0°; Paradise Cove
Road
Paradise Cove
Road CavalleriRd
Portshead Rd
Portshead Rd
CavalleriRd
17-4917-49
23-20
28-16
G8(CA)G8(CA)
G1(CA)G1(CA)
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:51
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
00-00-00
USERNAME => s150586
DGN FILE => 0735420ob003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 7/2/2010 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
62370
9/30/25
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
NO SCALE
SIGN DETAILS
SD-3
418
5 .2"8.1"
13" 10"
4"5"
11.2" 13.6"
3.8"5"
9.8" 16.4"
13"
11.2"
9.8"
4.9"
36"
36"
2.0" RADIUS, 0.8" BORDER, WHITE ON GREEN;STANDARD ARROW CUSTOM 10.0" X 8.1" 0°;[CITY] D; [HALL] D; 13 .9" 14.2"
6.6" 12.7"
10 "
8 "
12.2" 74.2" 8" 13.6"
6 "
8 "
23.3" 34.8" 8" 37.3" 8" 24"
18.7"
10.6"
13 .9"
10 "
42"
146"
G8-4(CA);Sign # : 1-7;6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;ARROW 8UC-2LH - 12.8" 180°; [Heathercliff Rd] E Mod; [Emily Shane Way] E Mod; 10"8"
16.7" 74.3" 8" 13.5"
6"8"
8.6" 34.8" 8" 37.3" 8" 24"
13. 9" 14.2"
16.2" 12.7" 4.6"
25.3"
10"
13. 9"
42"
146"
G8-4(CA);Sign # : 1-7;6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Heathercliff Rd] E Mod; [Emily Shane Way] E Mod; ARROW 8UC-2LH - 12.8" 0°; HeathercliffRd
HeathercliffRd
Em ily Shane W ay
Em ily Shane W ay
CITY
HALL
64-4
64-4
3-10
G1(CA)
G1(CA)
G1(CA)
10.9"8.2"
8.6" 10"
3.8"5
9.2" 13.6" 5" 16.4"
3.7"5
23.6" 30.7" 5" 7.7"
3.8"5"
32.3" 34.7"
9.2"
5"5"
10.9"
3.7"
30"
72"
2.0" RADIUS, 0.8" BORDER, WHITE ON GREEN;STANDARD ARROW CUSTOM 10.0" X 8.1" 180°; [CITY HALL] D; [CHAMBER OF] D;[COMMERCE] D;
CITY HALL
CHAMBER OF
COMMERCE
G8(CA)
3-19
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:51
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
00-00-00
USERNAME => s150586
DGN FILE => 0735420ob004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 7/2/2010 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
62370
9/30/25
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
NO SCALE
SIGN DETAILS
SD-4
419
10 .9"8.2"
8.6" 10"
3.8"5
9.2" 13.6" 5" 16.4"
3.7"5
23.6" 30.7" 5" 7.7"
3.8"5"
32.3" 34.7"
9.2"
5"5"
10.9"
3.7"
30"
72"
2.0" RADIUS, 0.8" BORDER, WHITE ON GREEN;STANDARD ARROW CUSTOM 10.0" X 8.1" 180°; [CITY HALL] D; [CHAMBER OF] D;[COMMERCE] D; 36"
6"6"
20.8" 33.5" 6" 9.7"
4.8"8.4"
6" 9.6" 34.4"
6"
4.8"
18"
3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Bonsall Dr] E Mod; ARROW 6UC-1L - 9.6" 0°;
4.8"8.4"
5.3" 9.5"
6"6"
6" 42.9" 6" 26.9" 6" 10.1" 7.3"
4.8"
6"
18"
120"
3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;ARROW 6UC-1L - 9.6" 180°; [Westward Beach Rd] E Mod; W estward Beach Rd
BonsallDr
CITY HALL
CHAMBER OF
COMMERCE
8"8"
4.7" 30.6" 8" 24" 4.7"
8"
24"
72"
3.0" RADIUS, 1.0" BORDER, WHITE ON GREEN;[Webb Way] E Mod;
6.4" 11.2"
3.7" 12.7"
8"8"
4" 32.6" 8" 33.8" 8" 13.5" 3.7"
6.4"8"
24"
120"
G8(CA)3.0" RADIUS, 1.0" BORDER, WHITE ON GREEN;ARROW 6CAP-1L - 12.8" 180°; [Cross Creek Rd] E Mod; 8"8"
3.7" 32.6" 8" 33.7" 8" 13.6"
6.4" 11.2"
4" 12.7" 3.7"
8"
6.4"
24"
120"
3.0" RADIUS, 1.0" BORDER, WHITE ON GREEN;[Cross Creek Rd] E Mod; ARROW 6CAP-1L - 12.8" 0°; Cross Creek Rd
Cross Creek Rd
W ebb W ay
64-4
G8(CA)G1(CA)
G8(CA)G7(CA)
64-464-4
64-4
3-4 3-14
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:51
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
00-00-00
USERNAME => s150586
DGN FILE => 0735420ob005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 7/2/2010 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
62370
9/30/25
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
NO SCALE
SIGN DETAILS
SD-5
420
8 "8"
5" 29.7" 8" 31.6"
6.4" 11.2"
4" 12.7" 5"
8"
6.4"
24"
96"
3.0" RADIUS, 1.0" BORDER, WHITE ON GREEN;[John Tyler] E Mod; ARROW 6CAP-1L - 12.8" 0°;
6.4" 11.2"
5" 12.7"
8"8"
4" 29.7" 8" 31.6" 5"
6.4"8"
24"
96"
3.0" RADIUS, 1.0" BORDER, WHITE ON GREEN;ARROW 6CAP-1L - 12.8" 180°; [John Tyler] E Mod; 36 "
6"6"
6.9" 30" 6" 16.5" 6" 10.2"
4.8"8.4"
6" 9.5" 4.9"
6"
4.8"
18"
96"
3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Malibu Cyn Rd] E Mod; ARROW 6UC-1L - 9.6" 0°;
4.8"8.4"
11.5" 9.6"
6"6"
6" 29.8" 6" 21.6" 11.5"
4.8"
6"
18"
3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;ARROW 6UC-1L - 9.6" 180°; [Winter Mesa] E Mod; 36"
6"6"
11.5" 29.9" 6" 21.5"
4.8"8.4"
6" 9.6" 11.5"
6"
4.8"
18"
3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Winter Mesa] E Mod; ARROW 6UC-1L - 9.6" 0°;
4.8"8.4"
4.9" 9.5"
6"6"
6" 30.1" 6" 16.5" 6" 10.1" 6.9"
4.8"
6"
18"
96"
3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;ARROW 6UC-1L - 9.6" 180°; [Malibu Cyn Rd] E Mod; 8"8"
4.9" 42" 8" 33.4" 8" 24.8" 4.9"
8"
24 "
126"
3.0" RADIUS, 1.0" BORDER, WHITE ON GREEN;[Pacific Coast Hwy] E Mod; Pacific Coast Hwy
M alibu Cyn Rd
W inter M esa
M alibu Cyn Rd
W inter M esa
John Tyler
John Tyler
5-9
64-4
5-19
64-4
G7(CA)G1(CA)
G1(CA)G8(CA)
G8(CA)
5-19
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:51
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
00-00-00
USERNAME => s150586
DGN FILE => 0735420ob006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 7/2/2010 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
62370
9/30/25
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
NO SCALE
SIGN DETAILS
SD-6
5-22
5-22
5-21
421
10 .5
"
8.5"
6.1" 9.6"
6.3"6"
6" 21.9" 6" 20.6"
5"6"
21.7" 23" 6" 25.2"
13.8"
8.1"
11"
6.7"
30"
84"
3.0" RADIUS, 1.3" BORDER, WHITE ON BROWN;ARROW 6UC-1L - 9.6" 180°; [POINT DUME] D; [STATE BEACH] D;
POINT DUME
7STATE BEACH "8"
18.5" 61.5" 8" 13.5"
6"8"
3.9" 34.8" 8" 37.3" 8" 24.1"
18.5"
3.9"
7"
36"
120"
3.0" RADIUS, 1.0" BORDER, WHITE ON GREEN;[Heathcliff Rd] E Mod; [Emily Shane Way] E Mod; 8"8"
6" 51" 8" 13" 6"
8"
24"
84"
3.0" RADIUS, 1.0" BORDER, WHITE ON GREEN;[Zumirez Dr] E Mod; 8"8"
4.2" 52.9" 8" 27.9"
6.4" 11.2"
4" 12.8" 4.2"
8"
6.4"
24"
114"
3.0" RADIUS, 1.0" BORDER, WHITE ON GREEN;[Paradise Cove] E Mod; ARROW 6CAP-1L - 12.8" 0°;
6.4" 11.2"
4.2" 12.8"
8"8"
4" 52.8" 8" 28" 4.2"
6.4"8"
24"
114"
3.0" RADIUS, 1.0" BORDER, WHITE ON GREEN;ARROW 6CAP-1L - 12.8" 180°; [Paradise Cove] E Mod; Paradise Cove
Paradise Cove
Zum irez Dr
Em ily Shane W ay
HeathcliffRd
24-7
64-464-4
64-4
24-7
G8(CA)
G7(CA)
G8(CA)G8(CA)
G72(CA)
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:51
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
00-00-00
USERNAME => s150586
DGN FILE => 0735420ob007.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 7/2/2010 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
62370
9/30/25
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
NO SCALE
SIGN DETAILS
SD-7
24-824-8
422
5 .3"6"
3.2" 28.5" 6" 30.3"
4.5"6"
8.5" 23" 6" 25.2"
4.5"6"
8.9" 15.6" 6" 31.8"
4.4"6"
8.5" 14.8" 6" 17.6"
34.1" 11.2"
6" 9.7"
4"
9.3"
9.7"
9.4"
5.3"
2.7"
48"
72"
3.0" RADIUS, 1.0" BORDER, WHITE ON BROWN;[MALIBU LAGOON] D; [STATE BEACH] D; [AND MUSEUM] D; [200 FEET] D;90 Deg ADVANCE TURN ARROW 9.8" X 11.3";
11.6" 18.8"
5.7" 17.3"
9 "
8 "
4.4" 38" 8" 40.4"
8 "
8 "
37.4" 30.7" 8" 33.6"
6.2"
10.3"
11.6"
9 "
42 "
120"
3.0" RADIUS, 1.5" BORDER, WHITE ON BROWN;ARROW 8CAP-2LH - 17.3" 180°; [MALIBU LAGOON] D; [STATE] D; [BEACH] D; 8"8"
24.4" 45" 8" 17.6" 25"
8"
24 "
3.0" RADIUS, 1.5" BORDER, WHITE ON BROWN;[PARKING FEE] D; 6"6"
4.9" 15.4" 6" 34.8"
6"6"
19.9" 25.2"
17"8"
8" 8"
4.9"4.9"
6"
5"
30"
66"
3.0" RADIUS, 1.3" BORDER, WHITE ON BROWN;[DAN BLOCKER] D; [BEACH] D; ARROW 6UC-1L - 9.6" 45°; 4"6"
4.9" 15.4" 6" 34.8"
5"6"
20.4" 25.2"
4.5"6"
16.2" 10.8" 6" 16.8"
4.9"
20.4"
16.2"
4.5"
36"
66"
3.0" RADIUS, 1.3" BORDER, WHITE ON BROWN;[DAN BLOCKER] D; [BEACH] D; [1/4 MILE] D;
DAN BLOCKER
BEACH
1/4 MILE
DAN BLOCKER
BEACH
PARKING FEE
STATE
MALIBU LAGOON
BEACH
MALIBU LAGOON
STATE BEACH
200 FEET
AND MUSEUM
15-7
16-5
1-20
64-4
G72(CA) G72(CA)G72(CA)
G72(CA)
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:52
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
00-00-00
USERNAME => s150586
DGN FILE => 0735420ob008.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 7/2/2010 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
62370
9/30/25
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
NO SCALE
SIGN DETAILS
SD-8
423
9 "
8 "
5.3" 38" 8" 40.4"
8 "
8 "
15.3" 30.7" 8" 33.6"
11.6" 18.8"
6" 17.2" 5.1"
32.4"
9 "
11.6"
42"
120"
3.0" Radius, 1.5" Border, White on Brown;"MALIBU LAGOON ", D; "STATE BEACH", D; Arrow 8CAP-2LH - 17.3" 0°; 8 "
8 "
24.4" 45" 8" 17.6" 25"
8 "
24"
3.0" Radius, 1.5" Border, White on Brown;"PARKING FEE ", D;
3.3"4"
11.8" 15.1" 3" 6.3"
2"4"
18" 10"
2.5"1.7"
14.6" 8"
1.7"
6.9"
7.8"
16"
12.8"
6.5"
24"
44"
1.5" Radius, 0.6" Border, 0.4" Indent, Black on White;" SOLSTICE" B " " D "CYN", B 72% spacing;" CREEK" B " " D " ", B 72% spacing;" BRIDGE 53-30", D;
3.3"4"
6.9" 14" 3" 13.2"
2"4"
14.6" 8.6" 4" 3.9"
2.5"1.7"
13.2" 8"
1.7"
9.7"
6.9"
12.9"
11.4"
6.5"
24"
44"
1.5" Radius, 0.6" Border, 0.4" Indent, Black on White;"RAMIREZ" B " " D "CANYON", B 72% spacing;"ROAD UC" B " " D " ", B 72% spacing;" BRIDGE 53-0778", D; 1 LA 50 ---36 1 LA 53 ---01
RAMIREZCANYON
ROAD UC
BRIDGE 53-0778
SOLSTICECY
CREEK
BRIDGE 53-30
STATE BEACH
PARKING FEE
MALIBU LAGOON
4.6"5"
26.7" 6.6"
2.5"
5"
19.6" 20.8"
2.5 "
5"
8.2" 13.7" 5"
2.7"
5" 17.2"
4"
0.8"
0.8"
58.5"
4"4"
4.2" 13.5" 4" 24.7" 4" 5.4"
26.7"
19.6"
8.2"
0.7"
4.2"
4.6"
42"
60"
2.3" Radius, 0.9" Border, 0.6" Indent, Black on White;"NO", C; "TRUCKS", C; "OVER 3 AXLES", C;"LOCAL DELIVERIES OK", C; NO
TRUCKS
OVER 3 AXLES
LOCAL DELIVERIES OK
4?"4¾"4¾"9?"
?
?
G11-5(CA)
3¼" YELLOW REFLECTORS0.196"Ø HOLES FOR
4?"4¾"4¾"9?"
?
?
G11-5(CA)
3¼" YELLOW REFLECTORS0.196"Ø HOLES FOR
2-12
14-6 24-5
5-7
G72(CA)
R20D(CA)(Mod)
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:52
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
00-00-00
USERNAME => s150586
DGN FILE => 0735420ob009.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 7/2/2010 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
62370
9/30/25
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
NO SCALE
SIGN DETAILS
SD-9
14-19
424
5 .4"6"
11.2" 25.5" 6" 29.2" 6" 44.3"
4.5"6"
7.4" 38.2" 6" 47.4" 6" 21"
4.5"
1.5"
35" 62"
4.5"6"
35.6" 27.5" 6" 28.7"
4.5"6.2"
51.7" 30"
9.8"
6"
35"
34.2"
50.3"
4.9"
54"
132"
3.0" RADIUS, 1.0" BORDER, WHITE ON BROWN;[SANTA MONICA MOUNTAINS] D; [NATIONAL RECREATION AREA] D; [VISTOR CENTER] D; STANDARD ARROW CUSTOM 30.0" X 6.1" 180°;
5.4"6"
11.2" 25.5" 6" 29.2" 6" 44.3"
4.5"6"
7.4" 38.2" 6" 47.4" 6" 21"
4.5"
1.5"
35" 62"
4.5"6"
35.6" 27.5" 6" 28.7"
4.5"6.2"
51.7" 30"
9.8"
6"
35"
34.2"
50.3"
4.9"
54"
132"
3.0" RADIUS, 1.0" BORDER, WHITE ON BROWN;[SANTA MONICA MOUNTAINS] D; [NATIONAL RECREATION AREA] D; [VISTOR CENTER] D; STANDARD ARROW CUSTOM 30.0" X 6.1" 0°;
SANTA MONICA MOUNTAINS
NATIONAL RECREATION AREA
VISTOR CENTER
SANTA MONICA MOUNTAINS
NATIONAL RECREATION AREA
VISTOR CENTER
4.3"5"
12" 18.2" 5" 6.8"
2.5"
5"
8.3" 6.6" 5" 25.8"
2.5"
5"
5.2" 13.7" 5"
2.7"
5" 17.2"
2.5"
5"
10.2" 6.7" 5" 3.1" 5" 13.8"
12"
8.3"
5.2"
10.2"
4.2"
36"
54"
2.3" RADIUS, 0.9" BORDER, 0.6" INDENT, BLACK ON WHITE;[KANAN RD] C SPECIFIED LENGTH; [NO VEHICLES] C;[OVER 2 AXLES] C; [OR 4 TONS] C; 7"6"
9.4" 22" 6" 19.2"
6"8"
17.1" 31.8"
6"6"
9.1" 19.7" 6" 22.1"
9.4"
17.1"
9.1"
7"
46 "
66"
3.0" RADIUS, 1.3" BORDER, 0.8" INDENT, BLACK ON WHITE;[RIGHT LANE] D; [MUST] E; [TURN RIGHT] D;
RIGHT LANE
M UST
TURN RIGHT
KANAN RD
OVER 2 AXLES
NO VEHICLES
OR 4 TONS
5-13
6-10
64-4
64-4
G72(CA)(Mod)
R18A(CA)(Mod)
R20D(CA)(Mod)
G72(CA)
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:52
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
00-00-00
USERNAME => s150586
DGN FILE => 0735420ob010.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 7/2/2010 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
62370
9/30/25
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
NO SCALE
SIGN DETAILS
SD-10
425
8 .3"4"
11.2" 10.3"
2"4"
9.1" 14.5"
2"4"
9.3" 14"
11.2"
9.1"
9.4"
8.4"
32.7"
32.7"
24.0" ACROSS SIDES 1.5" RADIUS, 0.6" BORDER, 0.4" INDENT, BLACK ON YELLOW;[END] D 149% SPACING; [SLIDE] D;[AREA] D;
9.3 "
4"
7.7" 17.3"
1"
4"
14.4" 3.9"
1"
4"
7.9" 16.9"
7.7"
14.4"
7.9"
9.4 "
32. 7"
32.7"
24.0" ACROSS SIDES 1.5" RADIUS, 0.6" BORDER, 0.4" INDENT, BLACK ON YELLOW;[SUBJECT] B 149% SPACING;[TO] B; [FLOODING] B;
8.8"4"
9.8" 7" 4"
2.1"
1.5 "
4"
8.4" 15.9"
1.5 "
4"
10.2" 12.3"
9.8"
8.4"
10.2"
8.9"
32. 7"
32.7"
24.0" ACROSS SIDES 1.5" RADIUS, 0.6" BORDER, 0.4" INDENT, BLACK ON YELLOW;[NOT A] B 149% SPACING;[THROUGH] B; [STREET] B; NOT A
THROUGH
STREET
TO
SUBJECT
FLOODING
END
SLIDE
AREA
48 2.
4 22.9
2 15
1 4.7
30 18
14 1.5" Radius, 0.8" Border, 0.5" Indent, LaneMarker height: 12.8 LaneMarker width: 0.8Black on White;BL ir=13.25, s=2.5;
2.4 22.9
1 15 2
4.7 14
R61-36(CA);1.5" Radius, 0.8" Border, 0.5" Indent, Black on White;BR ir=13.25, s=2.5;
9. 6 12.4
2.8 9.9
1 4
1.3 12.9
3.3 1.8
3 16
R61-36(CA);1.5" Radius, 0.8" Border, 0.5" Indent, LaneMarker height: 12.8 LaneMarker width: 0.8Black on White;AR ir=4.25, s=2.5; "ONLY", D 72% spacing; 8"8"
10.4" 27.2"
4"8"
4.8" 38.4"
4"8"
18.6" 10.8"
4"8"
9.7" 28.6"
10.4"
4.8"
18.6"
9.7"
8"
60 "
48"
1.3" INNER BORDER BLACK, 3.0" RADIUS, 0.8" OUTER BORDER, WHITE ON WHITE;[SPEED] BLACK C; [CHECKED] BLACK C;[BY] BLACK C; [RADAR] BLACK C; SPEED
BY
RADAR
CHECKED ONLY
64-4
64-4
10-8 64-4
16-16
R48(CA)(Mod) R61-27(CA)(Mod)
W14-2(Mod) W8-18(Mod)
W38(CA)(Mod)
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:52
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
00-00-00
USERNAME => s150586
DGN FILE => 0735420ob011.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 7/2/2010 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
62370
9/30/25
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
NO SCALE
SIGN DETAILS
SD-11
426
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:52
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
00-00-00
USERNAME => s150586
DGN FILE => 0735420ob012.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 7/2/2010 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
62370
9/30/25
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
NO SCALE
SIGN DETAILS
SD-12
4.6"5"
26.7" 6.6"
2.5"
5"
19.6" 20.8"
2.5"
5"
8.2" 13.7" 5"
2.7"
5" 17.2"
4"
0.8"
0.8"
58.5"
4"4"
4.2" 13.5" 4" 24.7" 4" 5.4"
26.7"
19.6"
8.2"
0.7"
4.2"
4.6"
42"
60"
2.3" Radius, 0.9" Border, 0.6" Indent, Black on White;"NO", C; "TRUCKS", C; "OVER 3 AXLES", C;"LOCAL DELIVERIES OK", C; NO
TRUCKS
OVER 3 AXLES
LOCAL DELIVERIES OK
5-7
R20D(CA)(Mod)
7.9"8"
11" 40" 8" 22"
9.1"8"
21.6" 28.1"
21. 9" 14.2"
8" 12.7"
11"
21.6"
9"
5.9"
42"
92"
6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Malibu Cyn] E Mod; [Road] E Mod; ARROW 8UC-2LH - 12.8" 180°; M alibu Cyn
Road
6-3
G8(CA)
7.9"8"
26.2" 50"
6" 14.2"
5.8" 12.7"
25"8"
8" 28.8" 8" 12.9"
9.8"9.8"
5.9"9
"
42"
86"
6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Ramirez] E Mod; ARROW 8UC-2LH - 12.8" 180°; [Mesa Dr] E Mod; Ram irez
M esa Dr
24-34
G8(CA)
427
P P P
1.1"9.8"
1.1" 9.8"
0.2"
2.5"
1.1" 1.4"
11.9"1.7"
0.2"
2.5"
12 "
0.8"
0.1"
1.1"
11 .1"
2 .5"
0.1"
1.6"
11 .9"
1.7"
0.2"
2.6"
0.3"
2 2.7" 6.6"
0.2"
0.4"
2.7" 2.8"
0.3"
3.5"
0.3"
0.3"
1.6"
0.8"
0.4"
2"
0.4"
1.4"
0.3"
0.8"
0.4"
2.3"
1.1"
1.1"
2.7"
2.7"
1.6"
0.9"
4.4"
5 .2"
4 .4"
4. 4"
18"
12"
0.3" INNER BORDER RED, 1.5" RADIUS, 0.3" OUTER BORDER, WHITE ON WHITE;NO PARKING SYMBOL;[2AM] RED C 2K SPECIFIED LENGTH;[TO] RED D 2K;[4AM] Red C 2K SPECIFIED LENGTH;STANDARD ARROW CUSTOM 6.6" X 2.0" 180° RED;[PARKING PERMITTED] Red F 2K;[ON OTHER SIDE OF STREET] RED F 2K;
0.3" INNER BORDER RED, 1.5" RADIUS, 0.3" OUTER BORDER, WHITE ON WHITE;NO PARKING SYMBOL;[2AM] RED C 2K SPECIFIED LENGTH;[TO] RED D 2K;[4AM] RED C 2K SPECIFIED LENGTH;STANDARD ARROW CUSTOM 6.6" X 2.0" 0° RED;[PARKING PERMITTED] RED F 2K;[ON OTHER SIDE OF STREET] RED F 2K;
2.1" 7.8" 2.1"
12"
0.3" INNER BORDER RED, 1.5" RADIUS, 0.3" OUTER BORDER, WHITE ON WHITE;NO PARKING SYMBOL;[2AM] RED C 2K SPECIFIED LENGTH;[TO] RED D 2K;[4AM] RED C 2K SPECIFIED LENGTH;DOUBLE HEADED ARROW CUSTOM - 7.8" 0° RED;[PARKING PERMITTED] RED F 2K;[ON OTHER SIDE OF STREET] RED F 2K; 2AMTO4AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
2AMTO4AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
2AMTO4AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
64-4 64-4 64-4
R30E(CA)(Mod)(Lt) R30E(CA)(Mod)(B) R30E(CA)(Mod)(Rt)
1.1" 9.8"
1.1" 1.4"
0.2"
2.5"
0.1"
1.1"
0.1"
1.6"
0.2"
2.6"
1.1"
1.1"
2.7" 2.8"
0.3"
3.5"
1.6"
0.8"
0.4"
2"
0.4"
1.4"
0.3"
0.8"
0.4"
2.3"
2.7"
1.6"
1.1"9.8"
0.2"
2.5"
11.9"1.7"
12"
0.8"
11.1"2.5"
11.9"1.7"
0.3"
2 0.2"
.04"
0.3"
0.3"
0.9"
4.4"
5.2"
4.4"
4.4"
18"
1.1" 9.8"
1.1" 1.4"
0.2"
2.5"
0.1"
1.1"
0.1"
1.6"
0.2"
2.6"
2.7" 6.6"
2.7" 2.8"
0.3"
3.5"
1.6"
0.8"
0.4"
2"
0.4"
1.4"
0.3"
0.8"
0.4"
2.3"
1.1"
1.1"
2.7"
2.7"
1.6"
12"
1.1 "
9 .8"
0.2"
2 .5"
11.9"1.7"
12"
0.8 "
11.1"2.5"
11.9"1.7"
0.3"
2 0.2"
0.4"
0.3"
0.3"
0.9"
4.4"
5.2"
4.4"
4.4"
18"
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:52
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
00-00-00
USERNAME => s150586
DGN FILE => 0735420ob013.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 7/2/2010 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
62370
9/30/25
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
NO SCALE
SIGN DETAILS
SD-13
428
P P P
0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;
0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 180° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 180° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 180° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 180° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 180° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 180° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;
0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;
0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Double Headed Arrow Custom - 7.8" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Double Headed Arrow Custom - 7.8" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Double Headed Arrow Custom - 7.8" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Double Headed Arrow Custom - 7.8" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Double Headed Arrow Custom - 7.8" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Double Headed Arrow Custom - 7.8" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Double Headed Arrow Custom - 7.8" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Double Headed Arrow Custom - 7.8" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Double Headed Arrow Custom - 7.8" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Double Headed Arrow Custom - 7.8" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Double Headed Arrow Custom - 7.8" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Double Headed Arrow Custom - 7.8" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Double Headed Arrow Custom - 7.8" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Double Headed Arrow Custom - 7.8" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Double Headed Arrow Custom - 7.8" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;
0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 0° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K;
0.3" Inner border Red, 1.5" Radius, 0.3" Outer border, White on White;NO PARKING SYMBOL;"12AM" Red, C 2K specified length;"TO" Red, D 2K;"2AM" Red, C 2K specified length;Standard Arrow Custom 6.6" X 2.0" 180° Red;"PARKING PERMITTED" Red, F 2K;"ON OTHER SIDE OF STREET" Red, F 2K; 12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
12AMTO2AM
PA RKING PERM ITTED
O N OTH ER SIDE O F STREET
64-4 64-4 64-4
R30E(CA)(Mod)(Lt) R30E(CA)(Mod)(B) R30E(CA)(Mod)(Rt)
1.1 "
9 .8"
0.2"
2 .5"
11.9"1.7"
12 "
0.8"
11 .1"
2 .5"
11. 9"
1.7"
0.3"
2 0.2"
0.4"
0.3"
0.3"
0.9"
4.4"
5 .2"
4 .4"
4.4 "
18"
1 .1"
9 .8"
0.2"
2 .5"
11 .9"
1.7 "
12"
0.8"
11.1 "
2.5"
11.9 "
1.7"
0.3"
2 0.2"
0.4"
0.3"
0.3"
0.9"
4. 4"
5.2"
4.4"
4.4"
18"
1.1 "
9 .8"
0.2"
2 .5"
11.9"1.7"
12"
0.8 "
11.1 "
2.5"
11.9"1.7"
0.3"
2 0.2"
0.4"
0.3"
0.3"
0.9"
4.4"
5.2"
4.4"
4.4"
18"
1.1" 9.8"
1.1" 1.4"
0.2"
2.5"
0.1"
1.1"
0.1"
1.6"
0.2"
2.6"
2.7" 6.6"
2.7" 2.8"
0.3"
3.5"
1.6"
0.8"
0.4"
2"
0.4"
1.4"
0.3"
0.8"
0.4"
2.3"
1.1"
1.1"
2.7"
2.7"
1.6"
12"
1.1" 9.8"
1.1" 1.4"
0.2"
2.5"
0.1"
1.1"
0.1"
1.6"
0.2"
2.6"
2.7" 6.6"
2.7" 2.8"
0.3"
3.5"
1.6"
0.8"
0.4"
2"
0.4"
1.4"
0.3"
0.8"
0.4"
2.3"
1.1"
1.1"
2.7"
2.7"
1.6"
12"
2.1" 7.8" 2.1"
12"
1.1" 9.8"
1.1" 1.4"
0.2"
2.5"
0.1"
1.1"
0.1"
1.6"
0.2"
2.6"
1.1"
1.1"
2.7" 2.8"
0.3"
3.5"
1.6"
0.8"
0.4"
2"
0.4"
1.4"
0.3"
0.8"
0.4"
2.3"
2.7"
1.6"
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:52
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
00-00-00
USERNAME => s150586
DGN FILE => 0735420ob014.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 7/2/2010 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
62370
9/30/25
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
NO SCALE
SIGN DETAILS
SD-14
429
P P P P
0.7"
9 .8"
1.1" 9.8"
0.2"
2 "
4.6" 2.7"
0.3"
2 "
1.4" 9.2"
0.3"
2 "
2.1" 7.8"
1.1"
4.7"
1.4"
2.1"
0.7"
18 "
12"
0.3" INNER BORDER RED, 1.5" RADIUS,NO PARKING SYMBOL;[NO] RED C 2K SPECIFIED LENGTH;[PARKING] RED, C 2K SPECIFIED LENGTH;DOUBLE HEADED ARROW CUSTOM - 7.8" 0° RED;
1.8"2.5"
0.8"
2.3"
2.5"1.8"
0.2"
2.5"
2.6"
0.8"
0.5"0.3"
1.8"2.5"
0.5"
1.4"
2.5 "
1.8"
0.2"
2.5"
0.8"
1.7"
1.7"
2.6"
1.7"
1.7"
6"
12"
0.3" INNER BORDER BLACK, 1.5" RADIUS, 0.3" OUTER BORDER, WHITE ON WHITE;[12AM] BLACK, C 2K SPECIFIED LENGTH;[-] BLACK, D 2K;[5AM] BLACK, C 2K SPECIFIED LENGTH;
1.5" RADIUS, 0.3" BORDER, WHITE ON RED;1.5" RADIUS, 0.3" BORDER, 0.3" INDENT, RED ON WHITE;NO PARKING SYMBOL;STANDARD ARROW CUSTOM 6.6" X 2.0" 0°; 18 "
0.5"
9.8"
1.1" 9.8"
0.7"
2"
2.7" 6.6"
1.1"
2.7"
1"
14"
1.5" RADIUS, 0.3" BORDER, 0.3" INDENT, RED ON WHITE;NO PARKING SYMBOL;STANDARD ARROW CUSTOM 6.6" X 2.0" 180°;
0.6"
3.1"
1.2" 9.6" 1.2"
0.3"
4 12"
1.5" RADIUS, 0.3" BORDER, WHITE ON RED;
18 "
0.5"
9.8"
1.2" 9.7"
0.7"
2"
2.1" 7.8"
1.1"
2.1"
1"
14"
1.5" RADIUS, 0.3" BORDER, 0.3" INDENT, RED ON WHITE;NO PARKING SYMBOL;DOUBLE HEADED ARROW CUSTOM - 7.8" 0°;
0.6"
3.1"
1.2" 9.6" 1.2"
0.3"
4"
12"
1.5" RADIUS, 0.3" BORDER, WHITE ON RED;
12AM-5AM
NO
PARKING
0.3" OUTER BORDER, WHITE ON WHITE;
64-4
64-4 64-4 64-4
64-4
R82A(CA)(Mod)
R26K(CA)(Mod)(Lt) R26K(CA)(Mod)(B) R26K(CA)(Mod)(Rt)
R30E(CA)(Mod)(B) 1.2" 9.6" 1.2"
12"
18"
0.5"
9. 8"
0.7"
2"1"
14"
0.6"
3. 1"
0.3"
4"
1.2" 9.7" 1.1"
2.7" 6.6" 2.7"
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:52
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
00-00-00
USERNAME => s150586
DGN FILE => 0735420ob015.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 7/2/2010 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9
NGUYEN
ANH D
62370
9/30/25
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
NO SCALE
SIGN DETAILS
SD-15
430
30-1 31-10 32-4 32-19 32-26
33-6 34-6 35-11 36-17 36-22
37-5 37-9 37-11 37-15 37-16
37-18
10"8"
15.4" 74.3" 8" 13.5"
6"8"
8.5" 34.8" 8" 34.8" 8" 24"
16 .9"
8 .2"
14.9" 13.4" 4.5"
25.9"
10"
16 .9"
42 "
144"
G8-4(CA)6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Heathercliff Rd] E MOD; [Emily Share Way] E MOD; STANDARD ARROW CUSTOM 13.4" X 8.1" 0°; HeathercliffRd
Em ily Share W ay
30-4
37-29
2.6"
5"
1.5"
6"
2.9"
9.8" 3"
5"
2.9"
2.6"
1.5" RADIUS, 0.6" BORDER, 0.4" INDENT;SYMBOL RG025; [BIKE LANE] B 50% SPACING; 1 BIKELANE
24"
11.3 "
20"
11.4"
30"
R81(CA)(Mod)BLACK ON WHITE;
38-2 38-9 38-12
38-15 38-17 38-32 38-35 40-8
41-12 42-4 44-11 45-13 45-17
45-27 45-28 45-29 61-21
SD-16
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420ob0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\working\6William\SignDetails\0735420ob0xx.dgn
NO SCALE
APPROVED FOR SIGN WORK ONLY
SIGN DETAILS
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
431
30-7
31-1
18"
0.5"
9.8"
1.1" 9.8"
0.7"
2"
2.7" 6.6"
1.1"
2.7"
1"
14"
1.5" RADIUS, 0.3" BORDER, 0.3" INDENT, RED ON WHITE;NO PARKING SYMBOL;STANDARD ARROW CUSTOM 6.6" X 2.0" 180^; P
0.6"
3.1"
1.2" 9.6" 1.2"
0.3"
4"
12"
R26K(CA)(Mod)(Lt)
31-3 32-10 34-30 35-5
35-10
31-2 31-11 31-14 32-1
32-13
18"
0.5"
9.8"
1.1" 9.8"
0.7"
2"
2.7" 6.6"
1.1"
2.7"
1"
14"
1.5" RADIUS, 0.3" BORDER, 0.3" INDENT, RED ON WHITE;NO PARKING SYMBOL;STANDARD ARROW CUSTOM 6.6" X 2.0" 180^; P
0.6"
3.1"
1.2" 9.6" 1.2"
0.3"
4"
12"
R26K(CA)(Mod)(Lt)
32-3
32-12 32-22 32-30 32-32 32-34
32-35 33-5 33-11 33-12 33-13 33-15
33-16 33-18 33-20 34-7 34-14 34-19
34-20 34-22 34-37 34-40 35-12 35-13
35-15 35-16 35-18 35-19 35-20 35-21
36-1 36-2 36-5 36-6 36-8 36-14
36-15 36-16 36-19
37-6 37-28 38-4 38-6
42-9 44-4 45-3 45-9 45-23
R26K(CA)(Mod)(Both)
2.1" 7.8" 2.1"
1.5" RADIUS, 0.3" BORDER, 0.3" INDENT, RED ON, WHITE;NO PARKING SYMBOL;DOUBLE HEADED ARROW CUSTOM - 7.8" 0^; P
18"
0.5"
9. 8"
0.7"
2"1"
14 "
0.6"
3.1 "
0.3"
4 "
1.2" 9.6" 1.2"
12"
1.1" 9.8" 1.1"
46-8 46-9 46-10
46-11 46-12 46-17 46-19 46-20 46-21
46-23 46-24 47-4 47-5 48-4 49-9
51-5 52-3 61-23 61-24 61-25 61-26
46-7
36-20 36-21 36-26
37-7 37-8 37-14 37-18 37-20 37-21
37-22 38-8 38-10 38-11 38-13 38-14
38-25 38-26 38-28 38-29 41-13 42-8
44-9 45-4 45-5 45-6 45-10 45-11
45-15 45-18 46-1 46-2 46-3 46-4
46-5 45-6
R26K(CA)(Mod)(Rt)1.5" RADIUS, 0.3" BORDER, 0.3" INDENT, RED ON WHITE;NO PARKING SYMBOL;STANDARD ARROW CUSTOM 6.6" X 2.0" 0^; P
1.1" 9.8"
2.7" 6.6"
1.1"
2.7"
18"
0.5 "
9.8"
0.7 "
2"1"
14"
0.6 "
3.1"
0.3 "
4"
1.2" 9.6" 1.2"
12"
45-30 46-13 46-25 47-7 47-847-10 47-15 47-16 48-3 48-6
48-15 52-5 53-2 59-10 61-12
61-22
31-5 32-6 34-5 34-16 34-25
34-26 34-34 35-6 35-22 36-9
37-12 37-24 38-5 38-16 41-11
45-2 46-14 46-22 46-26 47-6
47-9 47-13 48-1 48-5 53-3
55-2 58-5 61-20
SD-17
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420ob0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\working\6William\SignDetails\0735420ob0xx.dgn
NO SCALE
APPROVED FOR SIGN WORK ONLY
SIGN DETAILS
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
432
12 .4" 11.2"
5.6" 12.7"
7"8"
12.8" 34.4" 8" 32.2"
6"8"
26.3" 36.6" 8" 39.5"
14.3"
9.6"
12 .4"
7"
36"
120"
G72(CA)3.0" RADIUS, 1.3" BORDER, WHITE ON BROWN;ARROW 8UC-1L - 12.8" 180°; [POINT DUME] E MOD; [STATE BEACH] E MOD;
POINT DUM E
STATE BEA CH
6"8"
9.4" 33.5" 8" 35.7"
8"8"
11.8" 30" 8" 34.4"
9.4"
11.8"
6"
36"
96"
G20-1(CA)3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Zuma Beach] E MOD; [NEXT RIGHT] E MOD;
NEXT RIGHT
Zum a Beach
36"
6"6"
20.8" 33.5" 6" 9.7"
4.8"8.4"
6" 9.6" 34.4"
6"
4.8"
18"
[Bonsall Dr] E MOD; ARROW 6UC-1L - 9.6" 0°;
4.8"8.4"
5.3" 9.5"
6"6"
6" 42.9" 6" 26.9" 6" 10.1" 7.3"
4.8"
6"
18"
120"
G8-7(CA)3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;ARROW 6UC-1L - 9.6" 180°; [Westward Beach Rd] E MOD; W estward Beach Rd
BonsallDr
31-6
31-7 31-13
31-7
44"
2.6"
3.3"
2.4"
3.2"
1.5 "
3.2"
1.5"
3.3"
2.6"
18"
5.6"
G11-4.1(CA)1.5" RADIUS, 0.6" BORDER, 0.4" INDENT, BLACK ON WHITE;3.25 REFLECTOR; 3.25 REFLECTOR;3.25 REFLECTOR;
3.3 "
4"
7.6" 9" 4" 10.2"
2.5"
1.7"
11.2" 7.7"
1.7"
6.5"
7.6"
11.3"
1 .8"
13.3"
38.4"
[ZUMA CREEK] B 80% SPACING;[BRIDGE 53-28] D 80% SPACING;
2.5"
3.8" 3.9"
1.3"
3.7" 3.8"
16.5"
[54] D; [97] D;
4.8"
2.4"
2. 5"
2.3"
0.6"
2.5"3.8" 10.3"
19.5"
[1] D; [LA] D;
ZUMA CREEK
BRIDGE 53-28
1LA 54---97
3¼" YELLOW REFLECTOR
0.196"Ø HOLES FOR
SD-18
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420ob0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\working\6William\SignDetails\0735420ob0xx.dgn
NO SCALE
APPROVED FOR SIGN WORK ONLY
SIGN DETAILS
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
433
32-21
8 "
8 "
10.5" 36.1" 8" 12.9" 10.5"
8 "
24"
78"
G7-1(CA)3.0" RADIUS, 1.0" BORDER, WHITE ON GREEN;[Busch Dr] E MOD; Busch Dr
9.4 " 11.2"
4.1" 12.8"
11"8"
8" 33.5" 8" 39.5" 8.1"
9.4 "
11"
30"
114"
G72(CA)3.0" RADIUS, 1.3" BORDER, WHITE ON BROWN;ARROW 8UC-1L - 12.8" 180°; [ZUMA BEACH] E MOD;
ZUMA BEA CH
8"8"
9.5" 47" 8" 40" 9.5"
8"
24"
114"
G7-1(CA)3.0" RADIUS, 1.0" BORDER, WHITE ON GREEN;[PACIFIC COAST] E MOD;
PA CIFIC COA ST
32-29
32-24
31-14
32-28
2"4"
3.1"
2.5"4"
4.5"
2.5"4"
7.6" 8.8"
3"4"
2.5"
3.1"
4.4"
7.6"
2.5"
2"
1.5" RADIUS, 0.6" BORDER, 0.5" INDENT, RED ON WHITE; [PARALLEL] B; [PARKING] B; [ONLY] B; [TOW-AWAY] B;
PARALLEL
TOW-AWAY
ONLY
PARKING
R26(Mod)
24"
17.8"
15.1"
19"
28"
2"
34-36 39-19 48-13 56-4
44"
2.6"
3.3"
2.4"3.2"
1.5"
3.2"
1.5"
3.3 "
2.6"
18"
5.6"
G11-4.1(CA)1.5" RADIUS, 0.6" BORDER, 0.4" INDENT, BLACK ON WHITE;3.25 REFLECTOR; 3.25 REFLECTOR;3.25 REFLECTOR;
3.3 "
4"
7.6" 9" 4" 10.2"
2.5"
1.7"
11.2" 7.7"
1.7"
6.5"
7.6"
11.3"
1.8"
13.3 "
38.4"
[ZUMA CREEK] B 80% SPACING;[BRIDGE 53-28] D 80% SPACING;
2.5"
3.8" 3.9"
1.3"
3.7" 3.8"
16.5"
[54] D; [95] D;
4. 8"
2.4"
2.5"
2.3"
0.6"
2.5"3.8" 10.3"
19.5"
[1] D; [LA] D;
ZUMA CREEK
BRIDGE 53-28
1LA 54---95
3¼" YELLOW REFLECTOR
0.196"Ø HOLES FOR
38-1 38-3
SD-19
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420ob0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\working\6William\SignDetails\0735420ob0xx.dgn
NO SCALE
APPROVED FOR SIGN WORK ONLY
SIGN DETAILS
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
434
32-16 32-20 33-1 33-2 34-2 34-3
34-17 34-18
38-1
35-2 35-4 35-7
35-8 35-9 36-10
36-9 35-10
36-13
34-5
R30B(CA)(Mod1)(Rt)1.5" RADIUS, 0.4" BORDER, 0.4" INDENT, RED ON WHITE;STANDARD ARROW CUSTOM 6.6" X 2.0" 0^; P
2AMTO4AM
PARKING PERMITTED ON
OTHER SIDE OF STREET
NO PARKING SYMBOL; [2AM] B 2K; [TO] B 2K; [4AM] B 2K;[PARKING PERMITTED ON] D 2K; [OTHER SIDE OF STREET] D 2K; 2" 8"
1.7" 1.1"
0.2"
2"
0.5"0.7"0.5"
1.3"
0.2"
2.1"
2.7" 6.6"
2.1" 2.7"
0.5"
3.3"
0.5"0.8"
2" 2"
0.5"
1.4"
0.5"0.8"0.5"
2.3"
2"
1.7"
2.7"
2.1"
2"
12"
1.2"8"
0.4"
2.5"
10 .4"
1 .7"
10.5"
0.8"
9. 6"
2.5"
10.4"1.7"
0.6"
2"
0.6"0.5"0.4"0.5"
1.3"
5 .9"
6.7"
5. 9"
5.9"
18"
2.1" 7.8" 2.1"
1.5" RADIUS, 0.4" BORDER, 0.4" INDENT, RED ON, WHITE;DOUBLE HEADED ARROW CUSTOM - 7.8" 0^; P
2AMTO4AM
PARKING PERMITTED ON
OTHER SIDE OF STREET
R30B(CA)(Mod1)(Both)
NO PARKING SYMBOL; [2AM] B 2K; [TO] B 2K; [4AM] B 2K;[PARKING PERMITTED ON] D 2K; [OTHER SIDE OF STREET] D 2K; 2" 8"
1.7" 1.1"
0.2"
2"
0.5"0.7"0.5"
1.3"
0.2"
2.1"
2.1" 2.7"
0.5"
3.3"
0.5"0.8"
2" 2"
0.5"
1.4"
0.5"0.8"0.5"
2.3"
2"
1.7"
2.1"
2"
12"
1.2"8"
0.4"
2.5"
10. 4"
1.7"
10.5"
0. 8"
9.6"2.5"
10.4"1.7"
0.6"
2"
0.6"0.5"0.4"0.5"
1.3"
5.9 "
6.7"
5.9"
5.9"
18"
1.2"8"
2" 8"
0.4"
2.5"
1.7" 1.1"
10.4"1.7"
0.2"
2"
10 .5"
0.8"
0.5"0.7"
9.6"2.5"
0.5"
1.3"
10.4"1.7"
0.2"
2.1"
0.6"
2"
2.7" 6.6"
0.6"0.5"
2.1" 2.7"
0.5"
3.3"
0.5"0.8"
0.4"0.5"
2" 2"
0.5"
1.4"
0.5"0.8"0.5"
2.3"
2"
1.7"
2.7"
2.1"
2"
1.3"
5.9"
6 .7"
5.9"
5.9"
18"
12"
R30B(CA)(Mod1)(Lt)
1.5" RADIUS, 0.4" BORDER, 0.4" INDENT, RED ON WHITE;NO PARKING SYMBOL; [2AM] B 2K; [TO] B 2K; [4AM] B 2K;STANDARD ARROW CUSTOM 6.6" X 2.0" 180^;[PARKING PERMITTED ON] D 2K; [OTHER SIDE OF STREET] D 2K; P
2AMTO4AM
PARKING PERMITTED ON
OTHER SIDE OF STREET
37-1
37-2 37-3 37-4
SD-20
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420ob0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\working\6William\SignDetails\0735420ob0xx.dgn
NO SCALE
APPROVED FOR SIGN WORK ONLY
SIGN DETAILS
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
435
R26L(CA)(Mod)(Lt)
1.5" RADIUS, 0.3" BORDER, 0.3" INDENT, RED ON WHITE;[STOPPING] B 2K SPECIFIED LENGTH;[ANY TIME] B 2K SPECIFIED LENGTH;STANDARD ARROW CUSTOM 7.8" X 2.0" 180^;[NO] B 2K 50% SPACING;
STOPPING
ANYTIME
36-9
1.2" 9.6" 1.2"
12"
18"0.8
"
2.5"1"2.5"
0.5"
2"
0.9"
10.2 "
0.6"
3.1"
0.3"
4"
1.3" 9.5"
1.2" 4.1"
2.1" 7.8"
1.2"
1.3"
2.1"
7.5"
0.7"
3.4"
0.4"
4.5"
1.3"
3.5"
3.8"
8"8"
8.4" 49" 8" 28.2" 8.4"
8"
24 "
102"
G7-1(CA)3.0" RADIUS, 1.0" BORDER, WHITE ON GREEN;[Morning View] E MOD; M orning View
34-33
4.1"
R26L(CA)(Mod)(Rt)
1.5"RADIUS,0.3"BORDER,0.3"INDENT,RED ON WHITE;
[STOPPING] B 2K SPECIFIED LENGTH;
[ANY TIME] B 2K SPECIFIED LENGTH;
STANDARD ARROW CUSTOM 7.8" X 2.0" 0^;
[NO] B 2K 50% SPACING;
18 "
R26L(CA)(Mod)(Both)
0 .8"
2 .5"
1.3" 9.5"
1 "
2 .5"
1.2" 4.1"
0 .5"
2 "
2.1" 7.8"
1.2"
1.3"
2.1"
0 .9"
1 0
.
2 "
1.5"RADIUS,0.3"BORDER, 0.3"INDENT,RED ON WHITE;
[STOPPING] B 2K SPECIFIED LENGTH;
[ANY TIME] B 2K SPECIFIED LENGTH;
DOUBLE HEADED ARROW CUSTOM - 7.8" 0^;
7.5"
3 .5"
0.7"
3.4"
0.4"
3 .8"
4.5"
[NO] B 2K 50% SPACING;
0 .6"
3 .
1 "
1.2" 9.6" 1.2"
0 .3
"
4 "
12"
NO
STOPPING
ANYTIME
STOPPING
ANYTIME
35-10
36-1
1.3" 4.1"
1.2" 9.6" 1.2"
12"
18 "0.8"
2 .5"
1 "
2 .5"
0 .5"
2 "
0 .9"
1 0
.
2 "
0 .6"
3 .
1 "
0 .3
"
4 "
1.3" 9.5"
1.2" 4.1"
2.1" 7.8"
1.3"
2.1"
7.5"
0.7"
3.4"
0.4"
4.5"
1.3" 4.1"
3 .5"
3 .8"
1.2"
36-6 37-7 37-8
44-5 44-6 45-24 45-26
SD-21
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420ob0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\working\6William\SignDetails\0735420ob0xx.dgn
NO SCALE
APPROVED FOR SIGN WORK ONLY
SIGN DETAILS
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
NO NO
436
10 "8"
10.4" 57.2"
6"8.1"
17.4" 13.3"
24"8"
8" 21.9"
10.4"
17.4"
9.9"
10"
42 "
78"
G8-4(CA)6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Guernsey] E MOD; STANDARD ARROW CUSTOM 13.4" X 8.1" 180°; [Ave] E MOD; Guernsey
Ave
10"8"
10.4" 57.2"
6"8"
17.4" 21.9"
24"8.1"
8" 13.3"
10.4"
17.4"
10"
9.9"
42"
78"
G8-4(CA)6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Guernsey] E MOD; [Ave] E MOD; STANDARD ARROW CUSTOM 13.4" X 8.1" 0°; Guernsey
Ave
10"8"
13.9" 34" 8" 21.3" 8" 13.5"
9.9"8.1"
8" 13.4"
6"8.1"
6.3" 13.4"
6"8"
8" 48.4" 8" 22" 8" 13.6"
17.9"
10.3"
9.9"
10"
42"
138"
G8-4(CA)6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Broad Bch Rd] E MOD; STANDARD ARROW CUSTOM 13.4" X 8.1" 0°; STANDARD ARROW CUSTOM 13.4" X 8.1" 180°; [Trancas Cyn Rd] E MOD; Broad Bch Rd
Trancas Cyn Rd
37-19 37-25
38-23
44"
2.6 "
3.3 "
2.4"
3.2"
1.5"
3.2 "
1.5 "
3.3 "
2.6"
18 "
5.6"
G11-4.1(CA)1.5" RADIUS, 0.6" BORDER, 0.4" INDENT, BLACK ON WHITE;3.25 REFLECTOR; 3.25 REFLECTOR;3.25 REFLECTOR;
3.3"
4"
4.4" 15.4" 4" 10.1"
2.5"
1.7"
9.7" 7.7"
1.7"
9.5"
4.5"
9.8"
1.8"
13.3"
38.4"
[TRANCAS CREEK] B 80% SPACING;[BRIDGE 53-0027] D 80% SPACING;
2.5"
3.8" 3.9"
1.2"
3.8" 3.8"
16.5"
[56] D; [71] D;
4.8"
2.4"
2.5"
2.3"
0.6"
2.5"3.8" 10.3"
19.5"
[1] D; [LA] D;
TRANCAS CREEK
BRIDGE 53-0027
1LA 56---71
38-36
3¼" YELLOW REFLECTOR
0.196"Ø HOLES FOR
SD-22
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420ob0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\working\6William\SignDetails\0735420ob0xx.dgn
NO SCALE
APPROVED FOR SIGN WORK ONLY
SIGN DETAILS
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
437
8 "8"
10.6" 48.4" 8" 44.8" 8" 13.6" 10.6"
8"
24"
144"
G7-1(CA)3.0" RADIUS, 1.0" BORDER, WHITE ON GREEN;[Trancas Canyon Rd] E MOD; Trancas Canyon Rd
39-19
1 .3"
2 .5"
6.6" 4.8"
2 "
2 .5"
1.7" 14.6"
1 .9"
1 .5"
2.7" 12.6"
1"
1 .5"
4.3" 5.2" 1.5" 2.7"
1"
1 .5"
1.9" 14.2"
6.6"
1.7"
2.7"
4.3"
1.9"
1 .3"
18"
18"
R9-3A(MOD)1.5" RADIUS, 0.4" BORDER, 0.4" INDENT, BLACK ON WHITE;[NO] BLACK, E MOD;[DUMPING] BLACK, E MOD 50% SPACING;[VIOLATORS] BLACK, E MOD; [WILL BE] BLACK, E MOD;[PROSECUTED] BLACK, E MOD 80% SPACING;
VIOLATORS
W ILL BE
NO
DUMPING
PROSECUTED
41-1
7.5"8"
44.8" 48.4"
6"5"
10.6" 34.1"
5"
16"
5"
31"
5"
20.7"
6"8"
25.1" 15.1" 8" 31.1" 8" 25.6"
6"8"
30.8" 15.2" 8" 53.2"
6"8"
8.8" 40.1" 8" 72.3"
6"8"
39.4" 59.2"
6"8"
48.4" 30.9" 8"
2.3"
6"
4"
10" 23.9"
4"
7.3"
4"
11.2"
4"
27.8"
4"
12.8"
4"
15"
44.8"
10.6"
25.1"
30.8"
8.8"
39.4"
48.4"
10"
7.5"
114"
138"
SR53(CA)(Mod)3.0" RADIUS, 1.3" BORDER, 0.8" INDENT, BLACK ON WHITE;[DANGER] RED, E MOD;[EXTREME FIRE HAZARD AREA] BLACK, E MOD;[NO OPEN FIRE] RED, E MOD; [NO SMOKING] RED, E MOD;[BRUSH CLEARANCE] BLACK, E MOD;[DEADLINE] BLACK, E MOD; [JUNE 1] RED, E MOD;[COUNTY OF LOS ANGELES FIRE DEPT] BLACK, E MOD;
DA NGER
EXTREM E FIRE HA ZA RD A REA
NO OPEN FIRE
NO SM OKING
BRUSH CLEA RA NCE
DEA DLINE
JUNE 1
COUNTY OF LOS A NGELES FIRE DEPT
40-7
41-2 41-3 41-6
41-7 41-8 42-1 42-2
SD-23
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420ob0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\working\6William\SignDetails\0735420ob0xx.dgn
NO SCALE
APPROVED FOR SIGN WORK ONLY
SIGN DETAILS
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
438
7 " 18"
54.5" 21"
6"8"
9.8" 41.3" 8" 22" 8" 13.6"
30.8 "
8.4"
8" 9.5"
50.5"
5.8"
9"
8.8"
48"
126"
G78-4(CA)6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Decker Cyn Rd] E MOD; ARROW 6UC-1L - 9.6" 0°; Decker Cyn Rd
23 36"
4. 8"
8. 4"
8.3" 9.5"
6"6"
6" 43.9" 6" 21.5" 6" 8.5" 10.3"
4. 8"
6"
18 "
ARROW 6UC-1L - 9.6" 180°; [Thousand Oaks 14] E MOD;
4. 2"
9. 6"
7.5" 8.5"
6"6"
10" 25.9" 6" 31.5" 6" 11.1" 13.5"
4. 2"
6"
18 "
120"
G1-7(CA);3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;ARROW 6UC-1L - 9.6" 90°; [Santa Monica 25] E MOD; Thousand Oaks 14
Santa M onica 25
49-17
49-16
SD-24
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420ob0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\working\6William\SignDetails\0735420ob0xx.dgn
NO SCALE
APPROVED FOR SIGN WORK ONLY
SIGN DETAILS
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
439
11 .8
"
8.4"
21" 9.6"
7" 18"
4" 21"
13"6"
8" 29.4"
10.8 "
8"
10.6" 41.3" 8" 22" 8" 13.5"
21"
10.6"
9"
23"
29"
48"
114"
G78-4(CA)6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;ARROW 6UC-1L - 9.6" 180°; [NORTH] E MOD; [Decker Cyn Rd] E MOD; NORTH
Decker Cyn Rd
23 50-10
36"
4.2 "
9.6 "
4" 8.4"
6"6"
6" 32.4" 37.1" 8.1" 24"
4.2 "
6"
18"
120"
G1-7(CA)3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;ARROW 6UC-1L - 9.6" 90°; [Oxnard] E MOD; [21] E MOD; 6"6"
10.3" 43.9" 6" 21.4" 6" 8.6"
4.8"8.4"
6" 9.5" 8.3"
6"
4.8"
18"
[Thousand Oaks] E MOD; [14] E MOD; ARROW 6UC-1L - 9.6" 0°; 21 Thousand Oaks 14
Oxnard
49-18
12.4"8"
27.5" 7.4" 8" 15.1" 8" 32.5"
10"8"
19.6" 31.8" 8" 47"
10"8"
27.7" 70.6"
10"8"
17.3" 30" 8" 10.8" 8" 34.6"
10"
1 .2"
126"
10"6"
10.6" 29.3" 6" 52.1" 6" 11.4"
27.5"
19.6"
27.7"
17.3"
10.6"
12.4"
114"
126"
SR53(CA)(Mod2)3.0" RADIUS, 1.3" BORDER, 0.8" INDENT, BLACK ON WHITE;[4 OR MORE] BLACK, E MOD;[AXLE TRUCKS] BLACK, E MOD;[PROHIBITED] BLACK, E MOD;[NEXT 19 MILES] BLACK, E MOD; HORIZONTAL LINE BLACK;[LOCAL DELIVERIES OK] BLACK, E MOD; 4 OR M ORE
A XLE TRUCKS
PROHIBITED
NEXT 19 M ILES
LOCA L DELIVERIES OK
50-8
SD-25
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420ob0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\working\6William\SignDetails\0735420ob0xx.dgn
NO SCALE
APPROVED FOR SIGN WORK ONLY
SIGN DETAILS
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
440
7 "8"
12" 59.8" 8" 23.5"
6"8"
10" 47.7" 8" 39.5"
12.4" 11.2"
9.9" 12.8" 6"
26.8"
7"
12.4"
36"
132"
G72(CA)3.0" RADIUS, 1.3" BORDER, WHITE ON BROWN;"NICHOLAS CYN] E MOD; [COUNTY BEACH] E MOD; ARROW 8UC-1L - 12.8" 0°;
NICHOLA S CY N
COUNTY BEA CH
9"8"
8.1" 19.4" 8" 48.7" 8" 43.7"
6"8"
15.3" 50.9" 8" 54.5"
6"8"
13.9" 55.7" 8" 52.5"
8.1"
15.3"
13.9"
9"
54 "
144"
G5(CA)6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Los Angeles County] E MOD; [Vietnam Veterans] E MOD; [Memorial Highway] E MOD; Los A ngeles County
Vietnam Veterans
M em orialH ighway
56-2
54-1
SD-26
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420ob0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\working\6William\SignDetails\0735420ob0xx.dgn
NO SCALE
APPROVED FOR SIGN WORK ONLY
SIGN DETAILS
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
441
10 "
8 "
9.6" 67.9"
6 "
8 .1"
6.6" 13.4"
24"
8 "
8" 52.4"
12.5"
9.6"
9 .9"
10"
42"
90"
G8-4(CA)6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Mulholland] E MOD; STANDARD ARROW CUSTOM 13.4" X 8.1" 180°; [Highway] E MOD; M ulholland
H ighway
6" 12"
12" 60"
6"8"
10.2" 25.8" 8" 29.8"
6"4"
10.7" 11.6" 4" 18.8" 4" 14.8" 4" 5.4"
12"
10.2"
10.7"
6"
48 "
84"
G9-5(CA)6.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[Malibu] E MOD; [CITY LIMIT] E MOD; [POP 13,000 ELEV 16] E MOD; M alibu
CITY LIM IT
POP 13,000 ELEV 16
59-1
57-2
4.5"3"
21.2" 5.6"
3"3"
11.3" 25.4"
3"3"
10.6" 20" 3" 3.8"
3"3"
4.2" 21.8" 3" 14.8"
3"3"
10.6" 9.6" 3" 14.2"
3"3"
12" 17.2" 3" 3.8"
3"3"
8.5" 28"
3"3"
6.9" 34.2"
3"3"
8.2" 9.5" 3" 19.1"
21.2"
11.3"
10.6"
4.2"
10.6"
12"
11.5"
6.9"
8.2"
4.5"
60"
48"
R2-4(MOD1)3.0" RADIUS, 1.3" BORDER, 0.8" INDENT, BLACK ON WHITE;[NO] BLACK, E MOD; [OVERNIGHT] BLACK, E MOD;[CAMPING IN] BLACK, E MOD;[VEHICLES WITHIN] BLACK, E MOD;[CITY LIMITS] BLACK, E MOD;[EXCEPT IN] BLACK, E MOD;[DESIGNATED] BLACK, E MOD;[CAMPGROUNDS] BLACK, E MOD;"MMC 9.08.090" BLACK, E Mod; NO
OVERNIGHT
CA M PING IN
VEHICLES W ITHIN
CITY LIM ITS
EXCEPT IN
M M C 9.08.090
DESIGNATED
CA M PGROUNDS
57-2
SD-27
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420ob0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\working\6William\SignDetails\0735420ob0xx.dgn
NO SCALE
APPROVED FOR SIGN WORK ONLY
SIGN DETAILS
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
442
9 "8"
9.3" 21.9" 8" 59.5"
6"8"
11.9" 36.6" 8" 39.6"
6"8"
20.7" 28.1" 8" 30.5"
9.3"
11.9"
20.7"
9"
54"
108"
G86-11(CA)6.0" RADIUS, 1.3" BORDER, WHITE ON BROWN;[LEO CARRILLO] E MOD; [STATE BEACH] E MOD; [LEFT LANE] E MOD;
LEO CA RRILLO
STATE BEA CH
LEFT LA NE
6"8"
8" 22.3" 8" 55.7"
8"8"
10.3" 47.8" 8" 25.6"
8"
10.3"
6"
36 "
102"
G10(CA)3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[LOS ANGELES] E MOD; [COUNTY LINE] E Mod;
COUNTY LINE
LOS A NGELES
6"8"
22.7" 56.6"
8"8"
10.3" 47.8" 8" 25.6"
22.7"
10.3"
6"
36"
102"
G1O(CA)3.0" RADIUS, 1.3" BORDER, WHITE ON GREEN;[VENTURA] E MOD; [COUNTY LINE] E MOD;
COUNTY LINE
VENTURA
61-5
61-14
59-4
5"2"
5.9" 18.2"
4"2"
7.7" 14.6"
4"2"
7.6" 14.8"
5.9"
7.7"
7.6"
5"
24"
30"
R5-11(MOD)
1.5" RADIUS, 0.6" BORDER, 0.4" INDENT, BLACK ON WHITE;[EMERGENCY] BLACK, E MOD; [VEHICLES] BLACK, E MOD; [CROSSING] BLACK, E MOD;
EM ERGENCY
VEHICLES
CROSSING
61-22
SD-28
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420ob0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT 2124 PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
07 LA 1 46.9/62.9 XXX XXX
NGUYEN
ANH D
62370
9/30/25
JANETKIM/WILLIAMTSAI
ANHD NGUYEN
ANHD NGUYEN
T
R
A FF
IC
D
ES
IG N
S:\desig\354201\traffic\Civil\working\6William\SignDetails\0735420ob0xx.dgn
NO SCALE
APPROVED FOR SIGN WORK ONLY
SIGN DETAILS
FOR ACCURATE RIGHT OF WAY DATA, CONTACTRIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.NOTE:
443
SQ-1 1-1
R26K(CA)(Mod)(Lt) 12 18 X W XI R XI X
7 1 1
R82A(CA)(Mod) X W VIII B X 11.5 1 1
SQ-1 1-2
R26K(CA)(Mod)(Rt) 12 18 X W XI R XI X 1 1R81(CA) X W VIII B X 1R81B(CA) X W VIII B X 1 SQ-1 1-3
G72(CA)(Mod) 72 48 X G XI W XI XRS-076 X X 7 11.5 1 2 120G200-81A(CA) X G XI W XI X 7 8.5 13.0 14.5 SQ-1 1-4 R26K(CA)(Mod)(B) 12 18 X W XI R XI X 7 14.1 1 1SQ-1 1-5 W2-2(Lt) X FY XI B X 7 12.0 1 1 60SQ-1 1-6 R26K(CA)(Mod)(Lt) 12 18 X W XI R XI X 7 8.5 13.5 15.0 1 1SQ-1 1-7 G8(CA) X G XI W XI X 1 1 60SQ-1 1-18, 1-19 1-8, 1-9,1-17, R26L(CA) X W XI R XI X
1 30
R8-3bP(Mod) X W XI R XI XR26L(CA) X W XI R XI X 7 11.5
1 R8-3bP X W VIII B X 7 8 12.0 13.0
SQ-1 1-10
R2-1(45) X W VIII B X 1 1R26K(CA)(Mod)(B) 12 18 X W XI R XI X 7 8.5 13.0 14.5 1 1 SQ-1 1-11 R26K(CA)(Mod)(B) 12 18 X W XI R XI X 7 14.1 1 1SQ-1 1-12 R81(CA) X W VIII B X 7 12.0 1SQ-1 1-13 R10-7 X W VIII B X 7 11.5 1 1R26K(CA) 12 18 X W XI R XI X 7 13.0 1 1 SQ-1 1-14
R26K(CA) 12 18 X W XI R XI X 7 8.5 1 1R81(CA) X W VIII B X 7 11.5 1R81A(CA) X W VIII B X 7 12.0 1 SQ-1 1-15 R26K(CA) 12 18 X W XI R XI X 1 1SQ-1 1-16
W3-3 X FY XI B X 1 1R26K(CA) 12 18 X W XI R XI X 7 13.0 1 1 SQ-1 1-20 G72(CA)(Mod) 120 66 X B XI W XI X 7 17.0 1 2 120 SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
SQ-1
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od001.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
TYPICAL POST HEIGHT DETAIL
CLt
NO SCALE
TYPICAL POST HEIGHT DETAIL
Lt
C
NO SCALE
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 444
SQ-1 1-21
R26K(CA)(Mod)(B) 12 18 X W XI R XI X 7 13.0 1 1R3-7(Rt) X W VIII B X 7 8.5 1R118(CA) X W VIII B X 1 SQ-1 1-22 R26K(CA)(Mod)(Rt) 12 18 X W XI R XI X 1 1
SQ-2 2-1 R26K(CA)(Mod)(Lt) 12 18 X W XI R XI X 7 14.1 1 1 60SQ-2 2-2 R9-3 X W VIII B X 7 11.5 2 2R9-3bP(Lt) X W VIII B X 1 1R9-3bP(Rt) X W VIII B X 1 1 SQ-2 2-3 R5-1a X W XI R XI X 1 1SQ-2 2-4
G8(CA) X G XI W XI X 7 11.5 1 1G8(CA) X G XI W XI X 7 12.0 1 1R3-4 X W VIII B X 1R3-3(Mod) X W VIII B X 7 12.0 1R73-3(CA) X W VIII B X 7 12.0 1 1 SQ-2 2-5 R3-4 X W VIII B X 0 1 1SQ-2 2-6
R4-7 X W VIII B X 0
1 1 60
OM2-1V X FY XI X 7 10.5
SQ-2 2-7 R3-4 X W VIII B X 7 12 1 1SQ-2 2-8 R26K(CA)(Mod)(Rt) X W XI R XI X 7 11.5 1 1SQ-2 2-9 S32-1(CA) X X 1 1S26K(CA) X X 1 1R82A(CA)(Mod) X W XI R XI X 7 11.5 1 1 SQ-2 2-10
R26K(CA) X W XI R XI X 7 10.5 1 1R82A(CA)(Mod) X W XI R XI X 7 11.5 1 1 SQ-2 2-11
W3-3 X FY XI B X 7 10.5 1 1R26K(CA) X W XI R XI X 7 11.5 1 1R82A(CA)(Mod) X W XI R XI X 1 1 SQ-2 2-12 G72(CA)(Mod) 120 66 X G XI W XI X 7 17 1 2 120SQ-2 2-13 R26K(CA)(Mod)(Lt) 12 18 X W XI R XI X 1 1R82A(CA)(Mod) X W XI R XI X 9 13.5 1 1 SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
SQ-2
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:53
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od002.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 445
SQ-2 2-14
W4-2(Rt) X FY XI B X
1 1 60
R4-1 X W VIII B X 7 12
SQ-2 2-15
W4-1(Rt) X FY XI B X 7 12R3-1 X W VIII B X 1 1 60OM2-1V X FY XI X 7 12.0 SQ-2 2-16 R26(CA) X W XI R XI X 7 1 1SQ-2 2-17
R26K(CA)(Mod) X W XI R XI X 1R26K(CA)(Mod)(Rt) X W XI R XI X 1 SQ-2 2-18
S32(CA) X X 7 11.5 1 1S32-1(CA) X X 7 8.5 10.5 12 1 1
SQ-2 2-19
R26K(CA)(Mod) X W XI R XI X 7 12 1R26K(CA)(Mod)(Lt) X W XI R XI X 1 SQ-2 2-20
R9-3 X W VIII B X 7 10.5 2 2R9-3bP(Lt) X W VIII B X 7 12 1 1R9-3bP(Rt) X W VIII B X 1 1 SQ-2 2-21 R3-4 X W VIII B X 0 1 1SQ-2 2-22
G8(CA) X G XI W XI X 7 11.5 1 1G8(CA) X G XI W XI X 7 12 1 1R3-4 W VIII B 1 1 SQ-2 2-23
R26K(CA)(Mod)(B) X W XI R XI X 2 5.5 1 1R82A(CA)(Mod) X W XI R XI X 2 5.5 1 1R81(CA) X W VIII B X 2 6.5 1 SQ-2 2-24, 2-25
R26K(CA)(Mod)(B) X W XI R XI X 2 1 1R82A(CA)(Mod) X W XI R XI X 7 11.5 1 1 SQ-2 2-26 G8(CA) X G XI W XI X 7 10.5 1 2 120SQ-2 2-27
S32(CA) X X 2 5.5
1 1 60
S32-1(CA) X X 2 5.5
SQ-2 2-28 W3-3 X FY XI B X 7 1 1
SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
SQ-3
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od003.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 446
SQ-3 3-1 R2-1(45) X W VIII B X 7 11.5
SQ-3 3-2
G7(CA) X G XI W XI X 7 11.5 1 1
BACK TO BACK
G7(CA) X G XI W XI X 7 12 1 1
SQ-3 3-3
R9-3 X W VIII B X 7 11.5 2 2R9-3bP(Lt) X W VIII B X 7 12 1 1R9-3bP(Rt) X W VIII B X 1 1 SQ-3 3-4 G7(CA) 72 24 X G XI W XI X 7 14 2 2 BACK TO BACKSQ-3 3-5 R49(CA)(Rt) X W VIII B X 7 8.5 13 1 1SQ-3 3-6 R3-4 X X 7 12 1 1SQ-3 3-7 R3-7(Rt) X X 7 12
1 1 60
R118(CA) X X 7 11.5
SQ-3 3-8 W3-3 X X 1 1SQ-3 3-9
R3-7(Rt) X X
1 1 60
R118(CA) X X
SQ-3 3-10 G1(CA) 36 36 X X 1 1SQ-3 3-11 R13A(CA)(Mod) X X 1 1 60SQ-3 3-12 R9-3 X X 2 2R9-3bP(Lt) X X 1 1R9-3bP(Rt) X X 1 1
SQ-3 3-13 R26(S)(CA) X X 1 1SQ-3 3-14
G7(CA) 72 24 X X 7 2 2 BACK TO BACKR73-2(CA) X X 7 12 1 1 SQ-3 3-15 R13A(CA)(Mod) X X 7 10.5 1 1 60SQ-3 3-16 R20D(CA)(Mod) X X 7 12.0 1 2 120SQ-3 3-17
R4-11 X X 1
SQ-3 R117(CA) X X 7 11.5 1SQ-3 3-18 R2-1(45) X X 1 1SQ-3 3-19 G8(CA) 1 2 120SQ-3 3-20 R81(CA) X X 1 SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
SQ-4
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od004.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 447
SQ-4 4-1
R4-11 X X 7 12 1R117(CA) X X 7 8.5 1
SQ-4 4-2 L-1(CA) X X 2 1 1SQ-4 4-3
W4-1(Rt) X X 7 12
1 60
R16B(CA) X X 7 12W4-1(Rt) X X
1 R3-1 X X 7 12
SQ-4 4-4 R1-1 X X 1SQ-4 4-5
R1-2 X X
1 1 60
R6-1(Lt) X X 7 12
SQ-4 4-6 L-1(CA) X X 2 7.0 1 1SQ-4 4-7 R81(CA) X X 7 10.5 1 SQ-5 5-1 SW4-1(CA) X X 1 2 120SQ-5 5-2 G81-66(CA) X X 1 1 60SQ-5 5-3 M3-3 X X 1 1G28-2(CA)(1) X X 1 1R2-1(45) X X 7 12 1 1
SQ-5 5-4, 5-5 R26K(CA)(Mod)(B) X X 7 11.5 1 1SQ-5 5-6 R81(CA) X X 0 1SQ-5 5-7 R20D(CA)(Mod) X X 1 2 120SQ-5 5-8 R26K(CA)(Mod)(Lt) X X 1 1R9-3 X X 1 1R9-3bP(Rt) X X 7 12 1 1 SQ-5 5-9
G7(CA) 126 24 X X 1 1 BACK TO BACK SEE SD-6,R3-4 X X 7 12 1 1R3-8a X X 1 1 SQ-5 5-10 R26K(CA) 1 1 60SQ-5 5-11 G8(CA) 92 42 X X 7 1 2 120 SEE SD-1SQ-5 5-12 G8(CA) 98 60 X X 7 1 2 120 SEE SD-1 SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od005.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-5
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 448
SQ-5 5-13 G72(CA)(Mod) 132 54 X X 1 2 120 SEE SD-10
SQ-5 5-14 W3-3 X X 2 5.5 1 1SQ-5 5-15
R3-7(Rt) X X 2 5.5
1 1
R118(CA) X X 2 6.5
SQ-5 5-16 R26(S)(CA) X X 2 1 1SQ-5 5-17
R3-7(Rt) X X 7 11.5
1 R118(CA) X X 7 10.5
SQ-5 5-18 R3-7(Rt) X X 7 11.5 1 60SQ-5 5-19
G8(CA) 96 36 X X 3
1 1
BACK TO BACKSEE SD-6,
G8(CA) 96 36 X XR73-6(CA) X X 1 1
SQ-5 5-20
R9-3 X X 2 2R9-3bP(Lt) X X 7 11.5 1 1R9-3bP(Rt) X X 1 1 SQ-5 5-21 G7(CA) 126 24 X X 1 1 BACK TO BACK SEE SD-6,SQ-5 5-22 G8(CA) 96 36 X X
1 1
BACK TO BACKSEE SD-6,
G8(CA) 96 36 X XR3-4 X X 7 7 7
SQ-5 5-23 R61-15(CA) X X 7 12.0 1 1
SQ-6 6-1 R26K(CA)(Mod)(Rt) 12 18 X X 1 1SQ-6 6-2 R26K(CA)(Mod)(B) 12 18 X X 7 14.1 1 1 60SQ-6 6-3 G8(CA) 92 42 X X 7 14 1 2 120SQ-6 6-4 SR15(CA) X X 7 7
1 1 60
SR15A(CA) X X 7 11.5
SQ-6 6-5 R26K(CA)(Mod)(B) 12 18 X X 7 13.5 1 1SQ-6 6-6 G8(CA) X X 7 2 120 REMOVALSQ-6 6-7 R2-1(45) X X 7 12
1 1 60
R48-1(CA) X X
SQ-6 6-8 R26K(CA)(Mod)(Lt) 12 18 1 1
SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od006.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-6
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 449
SQ-6 6-9 W3-3 X X 7 1 1 60
SQ-6 6-10 G72(CA)(Mod) X X 7 12 1 2 120 SEE SD-10SQ-6 6-11 R81(CA) X X 7 10.5 1SQ-6 6-12 R81(CA) X X 7 12 1SQ-6 6-13 L-1(CA) X X 2 2 1 1SQ-6 6-14 R2-1(50) X X
1 1 60
R48-1(CA) X X 7 7
SQ-6 6-15 R26(S)(CA) X X 1 1SQ-6 6-16 R26(S)(CA) X X 1 1SQ-6 6-17 R48(CA)(Mod) X X 1R48(CA) X X 0 1
SQ-6 6-18 W3-3 X X 1 1 60
SQ-7 7-1, 7-4
G8(CA) 96 24 X X
2 2
BACK TO BACKSEE SD-6,
G8(CA) 96 24 X X
SQ-7 7-2 R6-2(Lt) X X 7 11.5 1 1 60SQ-7 7-3 R3-4 X X 1 1 60SQ-7 7-5 G8(CA) X X 1 2 120SQ-7 7-6 R4-11 X X
1 R117(CA) X X
SQ-7 7-7 W3-3 X X 1 1 60SQ-7 7-8 R81(CA) X X 1SQ-7 7-9
R3-7(Rt) X X
1 1 60
R3-5gP(Mod) X XR118(CA) X X 5 9
SQ-7 7-10 R26K(CA)(Mod)(Rt) 12 18 X X 7 13 1 1 60SQ-7 7-11 R6-2(Rt) X X 1 1 60SQ-7 7-12 R4-11 X X 0
1 R117(CA) X X 2 6.5
SQ-7 7-13 W4-2(Rt) X X 2 1 1 60
SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od007.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od007.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-7
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 450
SQ-7 7-14 G81-66(CA) X X 2 1 1 60
SQ-7 7-15, 7-16 L-1(CA) X X 2 2 2SQ-7 7-17 R81(CA) X X 1SQ-7 7-18 W11-1 X X 7 8.5 11.5 13.0
1 1 60
W16-1P X X 7 12
SQ-8 8-1
R3-4 X X 7 12
1 1
BACK TO BACK
R4-7 X XOM2-1H
SQ-8 8-2 R26K(CA)(Mod)(Rt) 1 1 60SQ-8 8-3
R4-11 X X 7 11.5
1 R117(CA) X X
SQ-8 8-4 R3-2 X X 7 12.0 1 1SQ-8 8-5 R2-4(CA)(45) X X 1 1 60SQ-8 8-6 R81(CA) X X 7 8.5 10.5 12 1SQ-8 8-7 R3-4 X X 7 12R4-7a(Mod) X X 7 12.0 1 60N-1(CA) X X 7R3-4 X XR4-7a(Mod) X X 1N-1(CA) X X 7 11.5 SQ-8 8-11, 8-13 8-8, 8-10, L-1(CA) X X 4 4SQ-8 8-9, 8-14 R4-11 X X 0
1 R117(CA) X X 7 10.5
SQ-8 8-12 R81(CA) X X 1
SQ-9 9-1 R3-4 X X 7 12 1 1 60SQ-9 9-2
R4-11 X X 7 12
1 R117(CA) X X 7 11.5
SQ-9 9-3 R26K(CA)(Mod)(B) X X 7 12.0 1 1 60SQ-9 9-4, 9-11 R81(CA) X X 7 10.5 2 SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od008.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od008.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-8
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 451
SQ-9 9-5, 9-6 L-1(CA) X X 2 2 2
SQ-9 9-7, 9-9 R26K(CA)(Mod)(Lt) X X 7 8.5 2 2 120SQ-9 9-8, 9-10 R26K(CA)(Mod)(Rt) X X 2 2 120SQ-9 9-12 S32(CA) X X
1 1 60
S32-1(CA) X X
SQ-10 10-1
R4-7 X X
1 1 60
N-1(CA) X X
SQ-10 10-2
R4-7 X X
1 1 60
OM2-1H X X
SQ-10 10-3
R4-11 X X
1 R117(CA) X X
SQ-10 10-4, 10-11 L-1(CA) X X 2 6.5 2 2SQ-10 10-5
S32(CA) X X 7 11.5
1 1 60
S32-1(CA) X X 2 5.5
SQ-10 10-6 W2-2(Rt) X X 2 5.5 1 1 60SQ-10 10-7 R26K(CA)(Mod)(Lt) 12 18 X X 7 13.5 1 1SQ-10 10-8 W14-1(Mod) X X 7 12 1 1 60 SEE SD-11SQ-10 10-9 R1-1 X X 7 10.5 1 1 60SQ-10 10-10 R81(CA) X X 2 6.5 1 SQ-11 11-1 R2-1(50) X X 2 1 1 60SQ-11 11-2 R26(S)(CA) X X 2 5.5 1 1SQ-11 11-3 R5-1 X X 2 5.5
1 1 30
R5-1a X X 7 12
SQ-11 11-4
R26K(CA) X X 2 6.5
1 1
R?(Mod) X X 2R5-1 X XR5-1a X X
SQ-11 11-5
R26K(CA)(Mod)(Lt) X X
1 1 60
R30B(CA)(Mod)(Rt) X X
SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od009.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od009.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-9
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 452
SQ-11 11-6 R3-1 1 1 60
SQ-11 11-7 W8-18(Mod) 1 1 60 SEE SD-11SQ-11 11-10 11-8, 11-9, L-1(CA) X X 3 3SQ-11 11-11 R26K(CA)(Mod)(Lt) 12 18 X X 1 1 60SQ-11 11-12 R26K(CA)(Mod)(B) 12 18 X X 1 1 60SQ-11 11-13 R81(CA) X X 1 SQ-12 12-15, 12-18, 12-20 12-1, 12-2, 12-14, R30B(CA)(Mod)(B) X X 6 6 360SQ-12 12-3, 12-17 R30B(CA)(Mod)(Lt) X X
2 2 120
R26K(CA)(Mod)(Rt) X X
SQ-12 12-4 R81(CA) X X 1SQ-12 12-5 R26K(CA)(Mod)(B) X X 7 12 1 1SQ-12 12-13, 12-21 12-6, 12-10, R9-3 X X 7 7 4 4SQ-12 12-7 R26(S)(CA) X X 0 1 1SQ-12 12-8, 12-9 R26K(CA)(Mod)(B) X X 2 2 120SQ-12 12-11 R30B(CA)(Mod)(Rt) X X
3 3 180
R26K(CA)(Mod)(Lt) X X
SQ-12 12-12 R6-1(Rt) X X 1 1SQ-12 12-16 R26K(CA)(Mod)(B) X X 1 1 60SQ-12 12-22 R28(CA)(Lt) X X
1 1 60
R30B(CA)(Mod)(Rt) X X
SQ-12 12-23 R26K(CA) X X 0 1 1 60SQ-12 12-24, 12-25 R9-3 X X 2 2 120SQ-12 12-26 R26K(CA)(Mod)(Lt) X X 1 1SQ-12 12-27, 12-33 L-1(CA) X X 7 12 2 2SQ-12 12-28 R26K(CA)(Mod)(Rt) X X 7 12 1 1 60SQ-12 12-29 R26K(CA)(Mod)(Lt) X X 1 1SQ-12 12-30 R9-3 X X 1 1SQ-12 12-31 R26K(CA)(Mod)(Rt) X X 1 1SQ-12 12-32 R26K(CA)(Mod)(Rt) X X
1 1
R30B(CA)(Mod)(Lt) X X
SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od010.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od010.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-10
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 453
SQ-12 12-34, 12-35 R30B(CA)(Mod)(B) X X 2 2
SQ-13 13-1, 13-2 R30B(CA)(Mod)(B) X X 2 2 120SQ-13 13-3 R26K(CA)(Mod)(Rt) X X
1 1 60
R30B(CA)(Mod)(Lt) X X
SQ-13 13-4 L-1(CA) X X 2 5.5 1 1SQ-13 13-5
R26K(CA)(Mod)(Lt) X X 2 5.5
1 1
R30B(CA)(Mod)(Rt) X X 0
SQ-13 13-6
R4-7 X X
1 1
OM2-1H X X
SQ-13 13-7, 13-9, 13-10 R30B(CA)(Mod)(B) X X 3 3 180SQ-13 13-8 R81(CA) X X 1SQ-13 13-11 R4-11 X X
1 R117(CA) X X 0
SQ-13 13-12, 13-15 R30B(CA)(Mod)(B) X X 2 2SQ-13 13-13, 13-14, 13-16 L-1(CA) X X 3 3SQ-13 13-17 TO 13-21 R30B(CA)(Mod)(B) X X 5 5SQ-13 13-22 R81(CA) X X 1SQ-13 13-23 R30B(CA)(Mod)(B) X X 1 1SQ-13 13-24 G8(CA) 146 24 X X 5 11.5 1 2 120 SEE SD-2SQ-13 13-25 R30B(CA)(Mod)(B) X X 2 6.5 1 1SQ-13 13-26 W3-3 X X 2 1 1SQ-13 13-27 R26K(CA)(Mod)(Lt) X X 1 1R30B(CA)(Mod)(Rt) X X 7 11.5 1 1 SQ-13 13-28 R26K(CA)(Mod)(B) X X 7 12 1 1 60
SQ-14 14-1 TO 14-2 R30B(CA)(Mod)(B) X X 2 2 120SQ-14 14-3 R30B(CA)(Mod)(B) X X 1 1 60SQ-14 14-4 R30B(CA)(Mod)(Lt) 1 1 60 SEE SD-9SQ-14 14-5 R81(CA) 1 SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
SQ-11
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od011.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od011.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 454
SQ-14 14-6 G11-5(CA) X X 1 1 60 SEE SD-9
SQ-14 14-7 R30B(CA)(Mod)(Lt) X X 0 1 1 60SQ-14 14-8
R9-3 X X 7 12.0 1 1R9-3bP(Rt) X X 1 1
SQ-14 14-9
G7(CA) X X 7 8.5 10.5 12 2 2R73-2(CA) X X 7 12 1 1
SQ-14 14-10 R26K(CA)(Mod)(Rt) X X 7 12.0 1 1SQ-14 14-11 R4-11 X X
1 R117(CA) X X 0
SQ-14 14-12 W3-3 X X 1 1SQ-14 14-13 R26K(CA)(Mod)(B) X X 1 1SQ-14 14-14 R26K(CA)(Mod)(Rt) X X 1 1SQ-14 14-15 R53D(CA) X X
1 1
R100B(CA) X X
SQ-14 14-16 R26K(CA) X X 1 1SQ-14 14-17
W38(CA) X X
1 1 60
W50-1(CA) X X 7 8.5
SQ-14 14-18 R26K(CA) X X 7 8.5 1 1SQ-14 14-19
G11-5(CA) X X
1 1 60
R26K(CA)(Mod)(Rt) X X
SQ-14 14-20 TYPE P(CA)(Rt) X X 1 1SQ-14
14-21
R9-3 X X 1 1
SQ-14 R9-3bP(Lt) X X 11 15 1 1SQ-14 14-22
G7(CA) X X 10 14 2 2R3-5(Mod) X X 0 1 1R53D(CA) X X 1 1 SQ-14 14-23 R26K(CA)(Mod)(Lt) 12 18 1 1SQ-14 14-24 R81(CA) X X 1SQ-14 14-25 R26K(CA)(Mod)(B) 12 18 X X 1 1 SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od012.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od012.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-12
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 455
SQ-14 14-26
R117(CA) 1 60R26K(CA)(Mod)(B) 12 18 X X 1
SQ-15 15-1 R26K(CA)(Mod)(B) 12 18 1 1SQ-15 15-2 R26K(CA)(Mod)(Lt) X X 11 1 1SQ-15 15-3 G8(CA) 146 24 X X 1 2 120 SEE SD-2SQ-15 15-4 R26K(CA)(Mod)(Rt) 12 18 X X 7 8.5 1 1SQ-15 15-5 W11-1 X X 10
1 1
W16-1P X X 11
SQ-15 15-6 R26K(CA)(Mod)(B) X X 11 15 1 1SQ-15 15-7 G72(CA)(Mod) 66 30 X X 1 2 120 SEE SD-8SQ-15 15-8 R26K(CA)(Mod)(Lt) 12 18 X X 7 13.5 1 1SQ-15 15-9 R2-1(50)
1 1 60
R48-1(CA) X X 7 10.5
SQ-15 15-10 R81(CA) X X 7 8.5 1SQ-15 15-11 R26K(CA)(Mod)(Rt) 12 18 X X 9.25 1 1 60SQ-15 15-12 R26K(CA)(Mod)(B) 12 18 X X 1 1SQ-15 15-13 R26K(CA)(Mod)(B) 12 18 X X 7 8.5 1 1 60SQ-15 15-14 R2-1(50) X X 7 12 1 1 60SQ-15 15-15, 15-16, 15-18 R26K(CA)(Mod)(B) X X 7 12 1 1 60SQ-15 15-17 R4-11
1 R117(CA) X X 2 6.5
SQ-15 15-18 R26K(CA)(Mod)(B) 12 18 X X 2 1 1 60
SQ-16 16-1 R26K(CA)(Mod)(Lt) 12 18 X X 2 8 1 1SQ-16 16-2 R1-1 X X 2 1 1 60SQ-16 16-3 SG28(CA)(Rt) X X
1 1 60
R26K(CA)(Mod)(Rt) 12 18 X X
SQ-16 16-4
R4-11 X X 7 7
1 R117(CA)
SQ-16 16-5 G72(CA)(Mod) X X 1 2 120 SEE SD-8
X
SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od013.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od013.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-13
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 456
SQ-16 16-6 R26K(CA)(Mod)(Rt) 12 18 X X 9.25 1 1
SQ-16 16-7, 16-11, 16-15 L-1(CA) X X 3 3SQ-16 16-8 W38(CA) X X 1 1 60SQ-16 16-9 SG28(CA)(Lt) X X 1 1 60SQ-16 16-10 R26K(CA)(Mod)(B) 12 18 X X 1 1 60SQ-16 16-12 R81(CA) X X 1SQ-16 16-13 R26K(CA)(Mod)(B) 12 18 X X 1 1 60SQ-16 16-14 R26K(CA)(Mod)(Rt) 12 18 X X 1 1 60SQ-16 16-16 W38(CA)(Mod) X X 1 1 60 SEE SD-11SQ-16 16-17 R26K(CA)(Mod)(Lt) 12 18 1 1 60 SQ-17 17-1 R81(CA) X X 1SQ-17 17-2 R3-4 X X 1 1 BACK TO BACKSQ-17 17-3 R26K(CA)(Mod)(Lt) 12 18 1 1 60SQ-17 17-4 S8(CA) X X 2 5.5 1 1 60SQ-17 17-5 G8(CA) X X 2 5.5 1 2 120 SEE SD-1SQ-17 17-6 S8(CA) X X 7 11.5 1 1 60SQ-17 17-7 W2-2(Lt) X X 1 1 60SQ-17 17-16, 17-19 17-8, 17-12, 17-15, L-1(CA) 5 5SQ-17 17-9 R4-11 X X 7 12.0
1 R117(CA) X X
SQ-17 17-10 S8(CA) X X 7 10.5 1 1 60SQ-17 17-11
S32(CA) X X 7 10.5
1 1 60
S32-1(CA) X X 7
SQ-17 17-13
R4-11 X X 0
1 1 60
R117(CA) X X 7 11.5
SQ-17 17-14 R26K(CA)(Mod)(Rt) 12 18 X X 9.25 1 1SQ-17 17-17 R81(CA) X X 1SQ-17 17-18 W2-2(Rt) X X 1 1 SQ-18 18-1 S8(CA) X X 1 1 60
XX
SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od014.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od014.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-14
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 457
SQ-18 18-2
R3-4 X XN-1(CA) 1 1 60R3-18 X X
SQ-18 18-3 R2-1(50) X X 7 12 1 1 60SQ-18 18-4 W2-1 X X 7 12 1 1 60SQ-18 18-5 R26(S)(CA) X X 1 1 60SQ-18 18-6 S32(CA)S32-1(CA) X X 7 12 1 1 60R26K(CA)(Mod)(B) 12 18 X X 1.5 SQ-18 18-7 R2-1(50) X X 1 1 60SQ-18 18-8, 18-9 L-1(CA) X X 2 2 SQ-19 19-1, 19-2 26(S)(CA) X X 2 2 120SQ-19 19-3
R4-7 X X
1 1
N-1(CA) X X
SQ-19 19-4 R26K(CA)(Mod)(B) 12 18 X X 1.5 1 1SQ-19 19-5 R2-1(50) X X 1 1R81(CA) X X 1 1
SQ-19 19-6 R26K(CA)(Mod)(Lt) 12 18 X X 1 1SQ-19 19-7 TO 19-10 R26L(CA) X X 7 10.5
4 240
R73-9(CA)(Mod) X XR26L(CA) X X
4 R8-3d X X
SQ-19 19-11 G11-4.1(CA) X X 7 8.5 11.5 13 1SQ-19 19-12 R26K(CA)(Mod)(Rt) 12 18 X X 1 1SQ-19 19-13, 19-14 R26K(CA)(Mod)(B) 12 18 X X 2 2 120SQ-19 19-24, 19-26 19-15, 19-16, L-1(CA) X X 2 6.5 4 4SQ-19 19-17 W2-1 X X 2 1 1 60SQ-19 19-18 R26K(CA)(Mod)(Lt) 12 18 X X 2 7 1 1SQ-19 19-19 TO 19-20 R26K(CA)(Mod)(B) V X X 2 5.5 2 2 SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:54
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od015.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od015.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-15
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 458
SQ-19 19-21 R81(CA) X X 1
1 SQ-19 19-22
SG28(CA)(Lt) X X
1 G33-1(CA)(Mod) X X 7SG28(CA)(Rt) X X 7 11.5G33-1(CA)(Mod) X X 7 11.5 SQ-19 19-23 R26K(CA)(Mod)(B) 12 18 X X 1 1SQ-19 19-25 G11-4.1(CA) X X 7 8.5 11.5 13 1SQ-19 19-27 R26K(CA)(Mod)(Rt) 12 18 X X 7 14.1 1 1 60 SQ-20 20-1
SG28(CA)(Lt) X X
1 1
SG34(CA)(Mod) X XSG28(CA)(Rt) X X 0SG34(CA)(Mod) X X
SQ-20 20-2, 20-4, 20-6 R26K(CA)(Mod)(Rt) 12 18 X X 7 13 3 3 180SQ-20 20-3 R26K(CA)(Mod)(Lt) 12 18 X X 2 8 1 1 60SQ-20 20-5 R26K(CA)(Mod)(B) 12 18 X X 1 1SQ-20 20-7 SG28(CA)(Rt) X X 7 12
1 1 60
SG34(CA)(Mod) X X
SQ-20 20-8 R26K(CA)(Mod)(Lt) 12 18 X X 1 1SQ-20 20-9 R26K(CA)(Mod)(Rt) 12 18 X X 7 13.5 1 1 60SQ-20 20-10 R26K(CA)(Mod)(B) 12 18 X X 1 1 60SQ-20 20-11 R2-1(50) X X
1 1 60
R26K(CA)(Mod)(Lt) 12 18 X X
SQ-20 20-12, 20-16, 20-19 L-1(CA) X X 7 12.0 3 3SQ-20 20-13, 20-15, 20-18 R26K(CA)(Mod)(Lt) 12 18 X X 7 13 3 3 180SQ-20 20-14, 20-17 R26K(CA)(Mod)(Rt) 12 18 X X 1.5 2 2 120SQ-20 20-20 SG28(CA)(Lt) X X
1 1
SG34(CA)(Mod) X XSG28(CA)(Rt) X XSG34(CA)(Mod) X X
SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od016.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od016.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-16
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 459
SQ-20 20-21 R26K(CA)(Mod)(Rt) 12 18 X X 1 1 60
SQ-21 21-1 R26K(CA)(Mod)(Rt) 12 18 X X 1.5 1 1 60SQ-21 21-2 R26K(CA)(Mod)(B) 12 18 X X 1 1 60SQ-21 21-3 R26K(CA)(Mod)(Lt) 12 18 X X 1 1 60SQ-21 21-4 R81(CA) X X 1SQ-21 21-5 R26K(CA)(Mod)(Lt) 12 18 X X 1 1 60SQ-21 21-9, 21-12 21-6, 21-8, L-1(CA) X X 4 4SQ-21 21-7 R26K(CA)(Mod)(Rt) 12 18 X X 1 1 60SQ-21 21-10 R81(CA) X X 1SQ-21 21-11 R2-1(50) X X 11 1 1 60 SQ-22 22-7, 22-8 22-1, 22-2, 22-3, L-1(CA) X X 11 5 5SQ-22 22-4 R4-3 X X 1 1 60SQ-22 22-5 R4-11 X X
1 R117(CA) X X 2 5.5
SQ-22 22-6 R81(CA) X X 2 6.5 1SQ-22 22-9 R26K(CA)(Mod)(Lt) X X 2 2 1 1 60SQ-22 22-10 R26K(CA)(Mod)(B) X X 7 12 1 1SQ-22 22-11 R26K(CA)(Mod)(Rt) X X 2 2 1 1SQ-22 22-12 R26K(CA)(Mod) X X 2 1 60R28(CA) X X 7 10.5 1
SQ-22 22-13 R26K(CA)(Mod)(Lt) X X 7 12 1 1 60SQ-22 22-14 R26K(CA)(Mod)(Rt) X X 7 12 1 1 60SQ-22 22-15 R4-11 X X 0
1 R117(CA) X X 7 12
SQ-23 23-1, 23-2 R30E(CA)(Mod) 0 X X 7 12 2 2SQ-23 23-3 R81(CA) X X 1SQ-23 23-4 L-1(CA) 0 X X 7 12 1 1SQ-23 23-5 R26K(CA)(Mod)(Rt) X X 1 1SQ-23 23-6 R26K(CA)(Mod)Lt) SG34(CA)(Mod) X X 1 1 SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od017.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od017.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-17
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 460
SQ-23 23-7 W2-1 X X 7 10.5 1 1 60
SQ-23 23-8 R81(CA) X X 1SQ-23 23-9, 23-10 R26K(CA)(Mod)(Rt) 0 X X 7 12.0 2 2 120SQ-23 23-11 W2-1 X X 1 1 60SQ-23 23-12, 23-15 R26K(CA)(Mod)(Lt) X X 1 1 60SQ-23 23-13 R26K(CA)(Mod)(B) X X 1 1 60SQ-23 23-14 R26K(CA)(Mod)(Rt) X X 1 1SQ-23 23-16 R81(CA) X X 0 1SQ-23 23-17 R26K(CA)(Mod)(B) X X 7 11.5 1 1SQ-23 23-18 W3-3 X X 1 1SQ-23 23-19 R26K(CA)(Mod)(Rt) X X 1 1SQ-23 23-20 G8(CA) 110 42 X X 1 2 120 SQ-24 24-1
W11-1 X X
1 1 60
W16-1P X X
SQ-24 24-2 R26K(CA)(Mod)(Rt) X X 0 1 1 60SQ-24 24-3 R26K(CA)(Mod)(B) X X 1 1 60SQ-24 24-4 R4-11 X X
1 R117(CA) X X
SQ-24 24-5, 24-20 G11-5(CA) X X 2 2 120 SEE SD-9SQ-24 24-6 S17(CA) X X 1 1D11-1 X X 7 10.5 1 1R26K(CA)(Mod)(Lt) 0 X X 7 12 1 1 SQ-24 24-7, 24-8
G8(CA) X X 7 11.5 2 2G8(CA) X X 2 2R3-4 X X 7 10.5 2 2
SQ-24 24-9 R26K(CA)(Mod)(Rt) X X 1 1 60SQ-24 24-10 R26K(CA)(Mod)(B) X X 1 1 60SQ-24 24-28, 24-29 24-11, 24-22, 24-25, L-1(CA) X X 5 5SQ-24 24-12 R28(CA)(B) 0 X X 7 12 1 1 60 SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od018.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od018.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-18
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 461
SQ-24 24-13, 24-14 R26K(CA)(Mod)(B) X X 0 2 2 120
SQ-24 24-15 R26K(CA)(Mod)(Lt) X X 7 12 1 1 60SQ-24 24-16 G8(CA) 110 42 X X 2 9 1 2 120 SEE SD-3SQ-24 24-17 R2-1(50) X X 2 5.5 1 1 60SQ-24 24-18 W3-3 X X 1 1SQ-24 24-19 R26K(CA)(Mod)(Lt) X X 1 1SQ-24 24-21 R26K(CA)(Mod)(B) X X 1 1 60SQ-24 24-23 R3-4 X X 1 1SQ-24 24-24 W1-7 X X 0
1 1 60
N-1(CA) X X
SQ-24 24-26 R81(CA) X X 1SQ-24 24-27 R26K(CA)(Mod)(Lt) X X 1 1 60SQ-24 24-30 R26K(CA)(Mod)(Rt) X X 1 1 60SQ-24 24-31 R5-1(Mod) X X 1R-1 X X 7 10.5
1 R5-1a X X
SQ-24 24-32 R26K(CA)(Mod)(Rt) X X 1 1 60SQ-24 24-33 R2-1(50) X X 1 1 60SQ-24 24-34 G8(CA) X X 8 1 2 120 SQ-25 25-1 R81(CA) X X 1SQ-25 25-2 G8(CA) X X 1 2 120SQ-25 25-3 R26K(CA)(Mod)(Rt) X X 1 1 60SQ-25 25-4 S32(CA) X X
1 1 60
S32-1(CA) X X
SQ-25 25-5
R4-11 X X
1 R117(CA) X X
SQ-25 25-6, 25-11 L-1(CA) X X 2 2SQ-25 25-7
S32(CA) X X 0
1 1 60
S32-1(CA) X X
SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od019.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od019.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-19
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 462
SQ-25 25-8 R26K(CA)(Mod)(Lt) X X 1 1 60
SQ-25 25-9 W14-2(Mod) X X 1 1SQ-25 25-10
R18A(CA)(Mod) X X 1 60R18A(CA)(Mod) X X
1 R118(CA) X X
SQ-26 26-1 R26K(CA)(Mod)(Lt) X X 1 1 60SQ-26 26-2 G18-66(CA) X X 1 1 60SQ-26 26-3 R4-11 X X 2
1 R117(CA) X X 2
SQ-26 26-4
R26K(CA)(Mod)(Lt) X X 7 11.5 1 1R9-3 X X 2 5.5 2 2R9-3bP(Lt) X X 2 6.5 1 1R9-3bP(Rt) X X 2 1 1 SQ-26 26-5, 26-6
G7(CA) X X 7 10.5 2 2 BACK TO BACKR73-2(CA) X X 7 11.5 2 2 SQ-26 26-7
R18(CA)(Mod) X X 7 11.5
1 1 60
R118(CA) 0 X X 7 12
SQ-26 26-8 R3-2 0 X X 7 12 1 1 60SQ-26 26-9
R18A(CA)(Mod) X X 7 10.5
1 1 60
R118(CA) 0 X X 7 12
SQ-26 26-10 W74(CA) X X 7 11.5 1 1 60SQ-26 26-11, 26-16 L-1(CA) X X 0 2 2SQ-26 26-12 W4-2(Rt) X X 1 1 60SQ-26 26-13 W3-3 X X 1 1 60SQ-26 26-14 W11-1 X X 7 11.5
1 1 60
W16-1P X X
SQ-26 26-15 R2-1(50) X X 6 10.5 1 1 60SQ-26 26-17
W11-8 X X
1 1 60
W34A(CA)(400FT) X X
SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od020.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od020.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-20
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 463
SQ-26 26-18
R9-3 X X 7 11.5 2 2R9-3bP(Lt) 7 11.5 1 1R9-3bP(Rt) 0 X X 7 12 1 1 SQ-26 26-19 R9-3 0 X X 7 12 1 1SQ-26 26-20
R9-3 X X 7 11.5 2 2R49(CA)(Lt) X X 7 11.5 1 1R49(CA)(Rt) X X 7 11.5 1 1 SQ-26 26-21 R81(CA) X X 7 10.5 1SQ-26 26-22, 26-24 R26K(CA)(Mod)(Lt) X X 7 11.5 2 2 120SQ-26 26-23 R26K(CA)(Mod)(Rt) X X 2 6.5 1 1 60SQ-26 26-25 R26K(CA)(Mod)(B) X X 2 2 1 1 60 SQ-27 27-1 W2-2(Rt) X X 3.5 1 1 60SQ-27 27-2 W3-3 X X 3.5 1 1 60SQ-27 27-3 R48(CA)(Mod) X X 3.5 1 1SQ-27 27-4 R2-1(50) X X 3.5 1 1 60SQ-27 27-5 R81(CA) X X 3.5 1SQ-27 27-6 R26K(CA)(Mod)(Rt) X X 3.5 1 1 60SQ-27 27-7 W3-3 X X 3.5 1SQ-27 27-8 L-1(CA) X X 3.5 1 1SQ-27 27-9 W3-3 X X 3.5 1 1 60SQ-27 27-10 R18A(CA)(Mod) X X 3.5
1 1 60
R25(CA)(Mod) X X 3.5R118(CA) X X 3.5
SQ-27 27-11
G1(CA) X X 3.5
1 1 120
M3-1 X X 3.5M1-6 X X 3.5M6-1 X X 3.5
SQ-28 28-1
R3-4 X X 3.5 1 1R9-3 X X 3.5 1 1R9-3bP(Lt) X X 3.5 1 1
SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od021.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od021.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-21
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 464
SQ-28 28-2
G7(CA) X X 3.5 1 1 BACK TO BACKR10-5(Mod) X X 3.5 1SR39A(CA) X X 3.5 1 1 SQ-28 28-3 R61-26(CA)(Mod) X X 3.5 1 1SQ-28 28-4 R3-4 X X 3.5 2 2SQ-28 28-5 G7(CA) X X 3.5 1 1 BACK TO BACKSQ-28 28-6 W3-3 X X 3.5 1 1 60SQ-28 28-7 R20D(CA)(Mod) X X 3.5
1 1 60
M6-1L X X 3.5
SQ-28 28-8 TO 28-11 L-1(CA) X X 3.5 4 4SQ-28 28-12 W2-1 X X 3.5 1SQ-28 28-13 W2-1 X X 3.5 1 60W3-3 X X 3.5 1
SQ-28 28-14 G8(CA) X X 3.5 1 2 120SQ-28 28-15
R4-11 X X 3.5
1 R117(CA) X X 3.5
SQ-28 28-16 R36(CA)(Mod) X X 3.5 1 2 120SQ-28 28-17 W2-1 X X 3.5 1 1 60SQ-28 28-18 G8(CA) X X 3.5 1 2 120SQ-28 28-19 R2-1(50) X X 3.5 1 1 60SQ-28 28-20 R48(CA)(Mod) X X 3.5 1 1 60 SQ-29 29-1
R4-11 X X 3.5
1 R117(CA) X X 3.5
SQ-29 29-2
G8(CA) X X 3.5 1 1G8(CA) X X 3.5 1 1R3-4 X X 3.5 1 1
SQ-29 29-3
M3-3 X X 3.5 1 1G28-2(CA)(1) X X 3.5 1 1
SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od022.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od022.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-21
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 465
SQ-29 29-4
R18(CA)(Mod) X X 3.5
1 1 60
R18(CA)(Mod) X X 3.5
SQ-29 29-5
R9-3 X X 3.5 2 2R9-3bP(Lt) X X 3.5 1 1R9-3bP(Rt) X X 3.5 1 1 SQ-29 29-6, 29-8
R18A(CA)(Mod) X X 3.5
2 2 120
R118(CA) X X 3.5
SQ-29 29-7
R5-1 X X 3.5 1 1R5-1a X X 3.5 1
SQ-29 29-9 R26K(CA)(Mod)(Rt) X X 3.5 1 1 60SQ-29 29-10 R26K(CA)(Mod)(B) X X 3.5 1 1 60SQ-29 29-11 S35(CA) X X 3.5
1 1 60
S35-1(CA) X X 3.5
SQ-29 29-12, 29-15 L-1(CA) X X 3.5 2 2SQ-29 29-13 G8(CA) X X 3.5 1 2 120SQ-29 29-14 W3-3 X X 3.5 1 1 60SQ-29 29-16 G8(CA) X X 3.5 1 1G8(CA) X X 3.5 1 1R73-2(CA) X X 3.5 1 1 SQ-29 29-17
M3-1 X X 3.5 1 1G28-2(CA)(1) X X 3.5 1 1R81(CA) X X 3.5 1 SQ-29 29-18 W7-5 X X 3.5 1 1 60
SHEET TOTAL 0.0 0.0 0.0 0.0 32 9 5 23 2 35 9 25 1 2160
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od023.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE 07180003231
DESIGNEDBY
CALCULATED-
ANHD NGUYEN
JANETKIM
ANHD NGUYEN
TRA FFICDESIG N
S:\desig\354201\traffic\Civil\5-95%\Plans\Current\0735420od023.dgn 2124
07 LA 1 46.9/62.9 ## ##
NGUYEN
ANH D
62370
9/30/25
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE BR = BROWN
SIGN QUANTITIES
SQ-23
SHEETNo.
No.
SIGN
DESIGNATION
SIGN
SIZE
PANEL
SIGN
SINGLE FACED
SIGN FACING MATERIAL POST DATA SIGN
SHEET ALUMINUM
FURNISH SINGLE
ONEPOST
ROADSIDESIGN
ROADSIDESIGN-TWOPOST
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
(MAST-ARM HANGERMETHOD)
INSTALLROADSIDESIGN
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
(WOODPOST)
REMOVEROADSIDESIGN
(METALPOST)
REMOVEROADSIDESIGN
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
(MAST-ARM HANGERMETHOD)
REMOVEROADSIDESIGN
REMOVEROADSIDESIGNPANEL
TREATEDWOODWASTE
REMARKS
BACKGROUND LEGEND
OVERLAY
PREMIUM-PROTECTIVE
INFEET
CLEARANCE (C)
SIZE
INFEET
TOTAL LENGTH
(0.063"- UNFRAMED)
(0.080"- UNFRAMED)
(0.063"-FRAMED)
(0.080"-FRAMED)
LENGTH
DEPTH
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
SHEETINGCOLOR
ASTMTYPE
RETROREFLECTIVE
WOOD METAL
INCH INCH Lt Rt INCH
X
INCH
Lt Rt SQFT SQFT SQFT SQFT EA EA EA EA EA EA EA EA EA EA EA LB 466
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-24
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-30
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
30-1
PANELAREA
SQFT
Rt
30-3
BR = BROWN
SUBTOTAL (SQ-X)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
L-1(CA) 60 X 18 7.50 W IX G XI *
5.00 4 x 4 12.0
7.50 R81(CA)(Mod) 24 X 30 5.00 W IX R XI *
SW26(CA)(Mod) 12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B W3-3 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50
30-4
30-5
30-6
30-7
30-8 OM2-1V 24 X 30 5.00 W IX R XI * 5.00
30-10 29.1 1
30-11
W8-10
30-13
3.00 (Both)R26K(CA)(Mod) 24 X 18 W IX G XI * 3.00
W IX G * (Both) R26K(CA)(Mod) 12 X 6 0.50 XI 0.50
R1-1 24 X 30 5.00 W IX B * 10.00
7.00 2 x 2 11.1 54.5 2
Y XI B *
(Rt)R26K(CA)(Mod)
18 X 18 2.25 5.50
1 1 60
30-2 7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
OM2-1V 30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60 R3-2 12 X 18 1.50 W IX R XI * 7.00 4 x 4 12.0 3.00 2 2 120 G8-4(CA) 60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120 R2-1 54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
30-9 R26K(CA)(Mod)(Rt) 48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 2 R3-2 12 X 18 1.50 W IX R XI * 7.00 2 x 2 12.0 1.50
S-31
24 X 18 3.00 *
W8-10P 12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B L-1(CA) 18 X 18 2.25 W IX XI * 3 3
R2-1 18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
R1-1
24 X 18 3.00 *
D3-1 8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
(Lt)R26K(CA)((Mod) 24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1 G11-4.1(CA) 24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
30-12
30-14
31-1
31-2
31-3
31-4
31-5
31-6
467
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-25
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-31
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
31-8
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-X)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
W34C(CA) 60 X 18 7.50 W IX G XI *
5.00 4 x 4 12.0
7.50 G8-7(CA) 24 X 30 5.00 W IX R XI *
G72(CA) 12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B W11-2 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50
W IX
(Both)R26K(CA)(Mod) 24 X 30 5.00 R XI * 5.00
29.1 1
R3-2
3.00 (Both) R26K(CA)(Mod) 24 X 18 W IX G XI * 3.00
W2-2 12 X 6 0.50 W IX G XI * 0.50
W IX B * (Both) R26K(CA)(Mod) 24 X 30 5.00 10.00
7.00 2 x 2 11.1 54.5 2
R81(CA)(Mod) 18 X 18 2.25 Y XI B * 5.50
1 1 60
31-7
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
W16-2P 30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60 W3-3 12 X 18 1.50 W IX R XI * 7.00 4 x 4 12.0 3.00 2 2 120 W2-2 60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120 R81(CA)(Mod) 54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
D3-1 48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 2R1-1 12 X 18 1.50 W IX R XI * 7.00 2 x 2 12.0 1.50 S-32
24 X 18 3.00 *
G20-1(CA) 12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B W IX * (Both) R26K(CA)(Mod) 18 X 18 2.25 XI 3 3
G11-4.1(CA) 18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
R9-3 24 X 18 3.00 *
R9-3bP 8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
R9-3 24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1 R9-3bP 24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
31-9
31-10
31-11
31-12
31-13
31-14
31-15
32-1
32-2
32-3
32-4
32-5
468
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-26
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-32
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
32-6
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-X)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
W3-3 60 X 18 7.50 W IX G XI *
5.00 4 x 4 12.0
7.50 R27A(CA)(Mod) 24 X 30 5.00 W IX R XI *
R26K(CA)(Mod) 12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B G11-4.1(CA)(Mod) 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50 W IX
(Both)R26K(CA)(Mod) 24 X 30 5.00 R XI * 5.00
29.1 1
R81A(CA)
R81(CA)(Mod) 24 X 18 3.00 W IX G XI * 3.00
W IX G * (Both) R30B(CA)(Mod) 12 X 6 0.50 XI 0.50
R26(Mod) 24 X 30 5.00 W IX B * 10.00
7.00 2 x 2 11.1 54.5 2
Y XI B * (Both) R26K(CA)(Mod) 18 X 18 2.25 5.50
1 1 60
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
R118(CA) 30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60 L-1(CA) 12 X 18 1.50 W IX R XI * 7.00 4 x 4 12.0 3.00 2 2 120 W IX G * (Rt) R26K(CA)(Mod) 60 X 36 15.0 XI 7.00 4 x 4 13.5 15.0 1 2 120 OM2-1V 54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
G72(CA) 48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 2R81(CA)(Mod) 12 X 18 1.50 W IX R XI * 7.00 2 x 2 12.0 1.50 24 X 18 3.00 *
(Lt)R26K(CA)(Mod)
12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B W IX * (Rt) R30B(CA)(Mod) 18 X 18 2.25 XI 3 3
L-1(CA) 18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
D3-1 24 X 18 3.00 *
M-? 8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
R9-3 24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1 R9-3bP 24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
32-7
32-8
32-9
32-10
32-11
32-12, 32-13
32-14
32-15
32-16
32-17
32-18
32-19
32-20
32-21
32-22
32-23
469
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-27
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-32
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
32-23
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-X)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
W IX G * (Both) R30(CA)(Mod) 60 X 18 7.50 XI
5.00 4 x 4 12.0
7.50 R9-3 24 X 30 5.00 W IX R XI *
R9-3bP 12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B G7-1(CA) 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50
G11-7(CA) 24 X 30 5.00 W IX R XI * 5.00
29.1 1
(Both)R26K(CA)(Mod)
W11-1 24 X 18 3.00 W IX G XI * 3.00
W16-4P 12 X 6 0.50 W IX G XI * 0.50W4-2 24 X 30 5.00 W IX B * 10.00
7.00 2 x 2 11.1 54.5 2
Y XI B * (Both) R26K(CA)(Mod) 18 X 18 2.25 5.50
1 1 60
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
R3-18 30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60 R81(CA)(Mod) 12 X 18 1.50 W IX R XI * 7.00 4 x 4 12.0 3.00 2 2 120 D11-1 60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120 R3-1 54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
G7-1(CA) 48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 2R5-11(Mod1) 12 X 18 1.50 W IX R XI * 7.00 2 x 2 12.0 1.50 24 X 18 3.00 *
L-1(CA) 12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B W IX * (Both) R26K(CA)(Mod) 18 X 18 2.25 XI 3 3
L-1(CA) 18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
R81A(CA) 24 X 18 3.00 *
R81(CA)(Mod 8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
OM2-1V 24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1 R5-11(Mod2) 24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
32-24
32-25
32-26
32-27
32-28
32-29
32-30
32-31
32-32
32-33
32-34, 32-35
32-26
S-33
33-1,33-32
33-3
33-4
33-5
33-6
33-7
33-8
470
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-28
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-33
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
33-9
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-X)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
W IX G * (Both) R30B(CA)(Mod) 60 X 18 7.50 XI
5.00 4 x 4 12.0
7.50 R3-1 24 X 30 5.00 W IX R XI *
N-4(CA) 12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B OM2-1V 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50
W IX
(Both)R26K(CA)(Mod) 24 X 30 5.00 R XI * 5.00
29.1 1
L-1(CA)
SG32(CA) 24 X 18 3.00 W IX G XI * 3.00
SG32-1(CA) 12 X 6 0.50 W IX G XI * 0.50
W IX B * (Lt) R26K(CA)(Mod) 24 X 30 5.00 10.00
7.00 2 x 2 11.1 54.5 2
Y XI B * (Lt) R30B(CA)(Mod) 18 X 18 2.25 5.50
1 1 60
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
6.25 (Both) R26K(CA)(Mod) 30 X 30 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60 W IX R * (Both) R26K(CA)(Mod) 12 X 18 1.50 XI 7.00 4 x 4 12.0 3.00 2 2 120 W11-1 60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120 W16-1P 54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
L-1(CA) 48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 2 W IX
(Both)R26K(CA)(Mod) 12 X 18 1.50 R XI * 7.00 2 x 2 12.0 1.50 S-34
24 X 18 3.00 *
(Both)R26K(CA)(Mod)
12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B OM2-1V 18 X 18 2.25 W IX XI * 3 3
R2-1 18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
R81(CA)(Mod) 24 X 18 3.00 *
R81A(CA) 8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
(Both)R26K(CA)(Mod) 24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1 R9-3 24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
33-10
33-11,33-12
33-13
33-14
33-15,33-16
33-17
33-18
33-19
33-20
33-21
34-1
34-2,34-3
34-4
34-5
34-6
34-7
34-8
471
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-29
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-34
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
34-8
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-X)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
G7-1(CA)(Mod) 60 X 18 7.50 W IX G XI *
5.00 4 x 4 12.0
7.50 R9-3bP 24 X 30 5.00 W IX R XI *
R26K(CA)(Mod) 12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B G11-4.1(CA)(Mod) 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50 R26A(CA)(Mod) 24 X 30 5.00 W IX R XI * 5.00
29.1 1
R81(CA)
D11-1 24 X 18 3.00 W IX G XI * 3.00
M4-6 12 X 6 0.50 W IX G XI * 0.50R4-7 24 X 30 5.00 W IX B * 10.00
7.00 2 x 2 11.1 54.5 2
N-1(CA) 18 X 18 2.25 Y XI B * 5.50
1 1 60
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
SG28(Lt) 30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60 R26K(CA)(Mod) 12 X 18 1.50 W IX R XI * 7.00 4 x 4 12.0 3.00 2 2 120 G8-7(CA)(Mod) 60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120 R6-1 54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
R55(CA)(Mod) 48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 2R28(CA)(Mod) 12 X 18 1.50 W IX R XI * 7.00 2 x 2 12.0 1.50 24 X 18 3.00 *
R81A(CA) 12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B R9-3 18 X 18 2.25 W IX XI * 3 3
R9-3bP 18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
R3-7 24 X 18 3.00 *
(Rt)R26K(CA)(Mod)
8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
R3-5 24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1 R9-3 24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
34-9
34-10
34-11
34-12
34-13
34-14
34-15
34-16
34-17,34-18
34-19,34-20
34-21
34-22
34-23
34-24
34-25,34-26
34-28
34-29
34-30
34-31
472
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-30
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-34
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
34-31
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-X)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
W IX G * (Both) R26K(CA)(Mod) 60 X 18 7.50 XI
5.00 4 x 4 12.0
7.50 R9-3bP 24 X 30 5.00 W IX R XI *
R9-3 12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B R9-3bP 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50
R81(CA)(Mod) 24 X 30 5.00 W IX R XI * 5.00
29.1 1
S32(CA)
W11-1 24 X 18 3.00 W IX G XI * 3.00
W16-1P 12 X 6 0.50 W IX G XI * 0.50
W IX B * (Both) R30B(CA)(Mod) 24 X 30 5.00 10.00
7.00 2 x 2 11.1 54.5 2
W3-3 18 X 18 2.25 Y XI B * 5.50
1 1 60
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
R3-4 30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60 G7-1(CA) 12 X 18 1.50 W IX R XI * 7.00 4 x 4 12.0 3.00 2 2 120 D11-1 60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120 W IX B * (Lt) R26K(CA)(Mod) 54 X 18 6.75 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
G7-1(CA) 48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 2 W IX
(Both)R26K(CA)(Mod) 12 X 18 1.50 R XI * 7.00 2 x 2 12.0 1.50 24 X 18 3.00 *
S32-1(CA) 12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B W11-1 18 X 18 2.25 W IX XI * 3 3
W16-1P 18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
(Both)R30B(CA)(Mod) 24 X 18 3.00 *
(Rt)R26K(CA)(Mod)
8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1
W IX
(Both)R30B(CA)(Mod) 24 X 30 5.00 R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
34-32
34-33
34-34
34-35
34-36
34-37
34-38
34-39
34-40
S-35
35-1
35-2
35-3
35-4
35-5
35-6
35-9
35-7,35-8,
(Lt)R26K(CA)(Mod)
473
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-31
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-35
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
35-10
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-X)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
60 X 18 7.50 W IX G XI *
5.00 4 x 4 12.0
7.50 W IX
(Rt)R26K(CA)(Mod) 24 X 30 5.00 R XI *
12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50
24 X 30 5.00 W IX R XI * 5.00
29.1 1
24 X 18 3.00 W IX G XI * 3.00
12 X 6 0.50 W IX G XI * 0.50
W11-1(Mod1) 24 X 30 5.00 W IX B * 10.00
7.00 2 x 2 11.1 54.5 2
18 X 18 2.25 Y XI B * 5.50
1 1 60
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
R81(CA)(Mod) 30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60 W IX R * (Both) R26K(CA)(Mod) 12 X 18 1.50 XI 7.00 4 x 4 12.0 3.00 2 2 120 60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120
L-1(CA) 54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 212 X 18 1.50 W IX R XI * 7.00 2 x 2 12.0 1.50 24 X 18 3.00 *
12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B 18 X 18 2.25 W IX XI * 3 3
L-1(CA) 18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
24 X 18 3.00 *
8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1
R2-1 24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
35-11
35-12
35-13
(Rt)R26L(CA)(Mod)(Lt)R30B(CA)(Mod2)
(Both)R26K(CA)(Mod)
35-14
35-15, 35-16
35-17
35-18
35-19,35-20
35-21
35-22
35-23
(Both)R26K(CA)(Mod)
L-1(CA)
(Both)R26K(CA)(Mod)(Both)R26K(CA)(Mod)(Both)R26K(CA)(Mod)(Lt)R26K(CA)(Mod) S-36
36-1
36-2
36-3
36-4
36-5
(Both)R26K(CA)(Mod)(Both)R26L(CA)(Mod)(Both)R26K(CA)(Mod)(Both)R26K(CA)(Mod)W11-1(Mod2) 36-6
36-7
(Both)R26K(CA)(Mod)(Both)R26L(CA)(Mod)
474
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-32
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-36
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
36-8
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-X)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
60 X 18 7.50 W IX G XI *
5.00 4 x 4 12.0
7.50 W IX
(Both)R26K(CA)(Mod) 24 X 30 5.00 R XI *
12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50
24 X 30 5.00 W IX R XI * 5.00
29.1 1
24 X 18 3.00 W IX G XI * 3.00
12 X 6 0.50 W IX G XI * 0.5024 X 30 5.00 W IX B * 10.00
7.00 2 x 2 11.1 54.5 2
18 X 18 2.25 Y XI B * 5.50
1 1 60
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60
12 X 18 1.50 W IX R XI * 7.00 4 x 4 12.0 3.00 2 2 120
60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120
54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 212 X 18 1.50 W IX R XI * 7.00 2 x 2 12.0 1.50 S-37
24 X 18 3.00 *
12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B 18 X 18 2.25 W IX XI * 3 3
18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
24 X 18 3.00 *
8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1
24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
36-9
36-10,36-11
36-12
36-13
(Lt)R26K(CA)(Mod)(Lt)R26L(CA)(Mod)(Rt)R30B(CA)(Mod1)(Both)R30B(CA)(Mod1)(Both)R30B(CA)(Mod1)(Both)R30B(CA)(Mod1) 36-16
36-14,36-15,
36-17
36-18
36-21
36-19, 36-20,
36-22
36-25
36-23,36-24,
36-26
(Both)R26K(CA)(Mod)R81(CA)(Mod)L-1(CA)R81(CA)(Mod)(Both)R26K(CA)(Mod)L-1(CA)(Both)R26K(CA)(Mod) 37-1 TO 37-4
37-5
37-6
37-7,37-8
37-9
37-10
(Both)R30B(CA)(Mod1)R81(CA)(Mod)(Rt)R26K(CA)(Mod)R26(CA)(Lt)R30B(CA)(Mod1)(Both)R26K(CA)(Mod)(Both)R26L(CA)(Mod)R81(CA)(Mod)W11-1(Mod1) 475
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-33
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-37
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
37-11
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-X)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:55
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
60 X 18 7.50 W IX G XI *
5.00 4 x 4 12.0
7.50 W11-1(Mod) 24 X 30 5.00 W IX R XI *
12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50
24 X 30 5.00 W IX R XI * 5.00
29.1 1
24 X 18 3.00 W IX G XI * 3.00
12 X 6 0.50 W IX G XI * 0.5024 X 30 5.00 W IX B * 10.00
7.00 2 x 2 11.1 54.5 2
18 X 18 2.25 Y XI B * 5.50
1 1 60
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60
12 X 18 1.50 W IX R XI * 7.00 4 x 4 12.0 3.00 2 2 120
60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120
54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 212 X 18 1.50 W IX R XI * 7.00 2 x 2 12.0 1.50 24 X 18 3.00 *
12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B 18 X 18 2.25 W IX XI * 3 3
18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
24 X 18 3.00 *
8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1
24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
R81(CA)(Mod)
37-12
37-13
37-14
37-15
37-16
37-17
37-18
37-19
(Lt)R28K(CA)(Mod)R28(S)(CA)(Lt)R118(CA)(Both)R28K(CA)(Mod)W11-1(Mod2)R81(CA)(Mod)R81B(CA)R81(CA)(Mod)(Both)R28K(CA)(Mod)W11-1(Mod2)R81(CA)(Mod)G8-22(CA) 37-20
37-21
37-22
(Both)R28K(CA)(Mod)(Both)R28K(CA)(Mod)(Both)R28K(CA)(Mod) 37-23
37-24
37-25
37-26
37-27, 34-28
37-29
W2-2(Rt)G8-22(CA)(Lt)R28K(CA)(Mod)R118(CA)(Lt)R28K(CA)(Mod)R81(CA)(Mod) 476
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-34
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-38
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
37-30
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-X)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:56
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
60 X 18 7.50 W IX G XI *
5.00 4 x 4 12.0
7.50 W11-1 24 X 30 5.00 W IX R XI *
W16-1P 12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50
24 X 30 5.00 W IX R XI * 5.00
29.1 1
24 X 18 3.00 W IX G XI * 3.00
12 X 6 0.50 W IX G XI * 0.5024 X 30 5.00 W IX B * 10.00
7.00 2 x 2 11.1 54.5 2
18 X 18 2.25 Y XI B * 5.50
1 1 60
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60
12 X 18 1.50 W IX R XI * 7.00 4 x 4 12.0 3.00 2 2 120
60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120
54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 212 X 18 1.50 W IX R XI * 7.00 2 x 2 12.0 1.50 24 X 18 3.00 *
12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B 18 X 18 2.25 W IX XI * 3 3
18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
24 X 18 3.00 *
8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1
24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
37-31
S-37
W11-1
W16-1P
38-1
38-2
38-3
38-4
38-5
38-6
R26(Mod)W11-1(Mod2)R81(CA)(Mod)R26(Mod)(Rt)R26K(CA)(Mod)(Lt)R26K(CA)(Mod) W1-5W7-3aP(2)
(Rt)R26K(CA)(Mod)
38-7
38-8
38-9
38-10,38-11
38-12
38-13,38-14
(Both)R26K(CA)(Mod)(Both)R26K(CA)(Mod)R81(CA)(Mod)(Both)R26K(CA)(Mod)R81(CA)(Mod)(Both)R26K(CA)(Mod) 38-15
38-16
38-17
R81(CA)(Mod)R81A(CA)(Lt)R26K(CA)(Mod)R81(CA)(Mod)
477
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-35
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-38
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-X)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:56
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
60 X 18 7.50 W IX G XI *
5.00 4 x 4 12.0
7.50 R9-3 24 X 30 5.00 W IX R XI *
12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50
24 X 30 5.00 W IX R XI * 5.00
29.1 1
24 X 18 3.00 W IX G XI * 3.00
12 X 6 0.50 W IX G XI * 0.5024 X 30 5.00 W IX B * 10.00
7.00 2 x 2 11.1 54.5 2
18 X 18 2.25 Y XI B * 5.50
1 1 60
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60
12 X 18 1.50 W IX R XI * 7.00 4 x 4 12.0 3.00 2 2 120
60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120
54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 212 X 18 1.50 W IX R XI * 7.00 2 x 2 12.0 1.50 24 X 18 3.00 *
12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B 18 X 18 2.25 W IX XI * 3 3
18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
24 X 18 3.00 *
8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1
24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
38-18
R9-3bPR9-3bPR9-3
38-19
38-20
38-21
R9-3R9-3bPR118(CA)G7-1(CA)D11-1M4-6
38-22
38-36
38-23
38-24
38-25, 38-26
38-27
38-28
38-29
38-30
38-31
R118(CA)G11-4.1(CA)SG28(CA)R6-1(Rt)G8-4(CA)
(Both)R26K(CA)(Mod)(Both)R26K(CA)(Mod)(Both)R26K(CA)(Mod) R6-1(Rt)R4-7N-1(CA)R118(CA)
38-32 R81(CA)(Mod)
478
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-36
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-38
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
38-32
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-X)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:56
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
60 X 18 7.50 W IX G XI *
5.00 4 x 4 12.0
7.50 R81B(CA) 24 X 30 5.00 W IX R XI *
12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50
24 X 30 5.00 W IX R XI * 5.00
29.1 1
24 X 18 3.00 W IX G XI * 3.00
12 X 6 0.50 W IX G XI * 0.5024 X 30 5.00 W IX B * 10.00
7.00 2 x 2 11.1 54.5 2
18 X 18 2.25 Y XI B * 5.50
1 1 60
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60
12 X 18 1.50 W IX R XI * 7.00 4 x 4 12.0 3.00 2 2 120
60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120
54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 212 X 18 1.50 W IX R XI * 7.00 2 x 2 12.0 1.50 24 X 18 3.00 *
12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B 18 X 18 2.25 W IX XI * 3 3
18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
24 X 18 3.00 *
8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1
24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
38-33
38-34
38-35
R4-7N-1(CA)
R9-3R9-3bPR9-3R9-3bP
R81(CA)(Mod)
39-1
39-2
39-3
39-4
39-5
39-6
SG28(CA)
R4-7OM2-1VL-1(CA)G7-1(CA)R5-11(Mod2)W11-2
39-7
39-8
39-9
39-10
R26A(CA)D11-1G7-1(CA)L-1(CA)
S-39
S-40 40-1
40-2
40-3
40-4
W44AN-4(CA)R2-1
R81(CA)(Mod)
479
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-37
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-40
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-X)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:56
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
60 X 18 7.50 W IX G XI *
5.00 4 x 4 12.0
7.50 R2-1 24 X 30 5.00 W IX R XI *
12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50
24 X 30 5.00 W IX R XI * 5.00
29.1 1
24 X 18 3.00 W IX G XI * 3.00
12 X 6 0.50 W IX G XI * 0.5024 X 30 5.00 W IX B * 10.00
7.00 2 x 2 11.1 54.5 2
18 X 18 2.25 Y XI B * 5.50
1 1 60
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60
12 X 18 1.50 W IX R XI * 7.00 4 x 4 12.0 3.00 2 2 120
60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120
54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 212 X 18 1.50 W IX R XI * 7.00 2 x 2 12.0 1.50 24 X 18 3.00 *
12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B 18 X 18 2.25 W IX XI * 3 3
18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
24 X 18 3.00 *
8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1
24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
40-5
40-6
40-7
40-8
G11-7(CA)R2-1G11-7(CA)SR53(CA)(Mod)
R81(CA)(Mod)
S-4141-1 TO 41-3
41-4
41-5
41-6 TO 41-8
41-9
41-10
41-11
41-12
41-13
R9-3a(Mod)R9-3a(Mod)
G11-7(CA)
W11-1W16-1PL-1(CA)(Lt)R26K(CA)(Mod)(Both)R26K(CA)(Mod)R81(CA)(Mod)W16-1PW11-1 S-42 42-1,42-2
42-3
42-4
42-5
R9-3a(Mod)W11-1W16-1PW11-1W16-1PR81(CA)(Mod)
480
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-38
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-43
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
43-1 TO 43-8
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-X)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:56
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
60 X 18 7.50 W IX G XI *
5.00 4 x 4 12.0
7.50 24 X 30 5.00 W IX R XI *12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50
24 X 30 5.00 W IX R XI * 5.00
29.1 1
24 X 18 3.00 W IX G XI * 3.00
12 X 6 0.50 W IX G XI * 0.5024 X 30 5.00 W IX B * 10.00
7.00 2 x 2 11.1 54.5 2
18 X 18 2.25 Y XI B * 5.50
1 1 60
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60
12 X 18 1.50 W IX R XI * 7.00 4 x 4 12.0 3.00 2 2 120
60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120
54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 212 X 18 1.50 W IX R XI * 7.00 2 x 2 12.0 1.50 24 X 18 3.00 *
12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B 18 X 18 2.25 W IX XI * 3 3
18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
24 X 18 3.00 *
8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1
24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
43-9
43-10
43-11
43-12
W1-8
L-1(CA)
W11-1
W16-1PR81(CA)(Mod)R28(CA)
S-44 44-1
44-2
44-3
44-4
44-5,44-6
44-7
44-8
G8-22(CA)R2-4PS32(CA)S32-1(CA)(Both)R26K(CA)(Mod)R81(CA)(Mod)D3-1R1-1W8-15(Mod)(Rt)R26K(CA)(Mod) 44-9
44-10
44-11
44-12
44-13
(Both)R26K(CA)(Mod)R81(CA)(Mod)R81(CA)(Mod)SG28(CA)SG28(CA)SG28-1(CA) S-45 45-1 SG28(CA)
481
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-39
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-45
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
45-2
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-8)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:56
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
60 X 18 7.50 W IX G XI *
5.00 4 x 4 12.0
7.50 24 X 30 5.00 W IX R XI *12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50
24 X 30 5.00 W IX R XI * 5.00
29.1 1
24 X 18 3.00 W IX G XI * 3.00
12 X 6 0.50 W IX G XI * 0.5024 X 30 5.00 W IX B * 10.00
7.00 2 x 2 11.1 54.5 2
18 X 18 2.25 Y XI B * 5.50
1 1 60
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60
12 X 18 1.50 W IX R XI * 7.00 4 x 4 12.0 3.00 2 2 120
60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120
54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 212 X 18 1.50 W IX R XI * 7.00 2 x 2 12.0 1.50 24 X 18 3.00 *
12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B 18 X 18 2.25 W IX XI * 3 3
18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
24 X 18 3.00 *
8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1
24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
(Lt)R26K(CA)(Mod)(Rt)R26K(CA)(Mod)
45-3
43-4,45-5
45-7
45-8
45-9
(Both)R26K(CA)(Mod)(Both)R26K(CA)(Mod)
45-6
L-1(CA)L-1(CA)
R7-203(CA)(Mod)
(Rt)R26K(CA)(Mod)
43-10,45-11
45-12
45-13
45-14
45-15
(Both)R26K(CA)(Mod)
W11-1
W16-1P
R81(CA)(Mod)
L-1(CA)
(Both)R26K(CA)(Mod)
45-16
R81A(CA)R81(CA)(Mod)
45-17
R81B(CA)R81(CA)(Mod)
45-18
(Both)R26K(CA)(Mod)
45-19
45-20
45-21
L-1(CA)W11-2W16-4PG81-65
482
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-40
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
S-45
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
45-22
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-X)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:56
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
60 X 18 7.50 W IX G XI *
5.00 4 x 4 12.0
7.50 24 X 30 5.00 W IX R XI *12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50
24 X 30 5.00 W IX R XI * 5.00
29.1 1
24 X 18 3.00 W IX G XI * 3.00
12 X 6 0.50 W IX G XI * 0.5024 X 30 5.00 W IX B * 10.00
7.00 2 x 2 11.1 54.5 2
18 X 18 2.25 Y XI B * 5.50
1 1 60
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60
12 X 18 1.50 W IX R XI * 7.00 4 x 4 12.0 3.00 2 2 120
60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120
54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 212 X 18 1.50 W IX R XI * 7.00 2 x 2 12.0 1.50 24 X 18 3.00 *
12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B 18 X 18 2.25 W IX XI * 3 3
18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
24 X 18 3.00 *
8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1
24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
(Lt)R26K(CA)(Mod)
45-23
45-24
45-25
45-26
45-27
45-28
45-29
45-30
(Rt)R26K(CA)(Mod)(Both)R26K(CA)(Mod)(Rt)R26K(CA)(Mod)(Both)R26K(CA)(Mod)R2-1R81(CA)(Mod)R81B(CA)R81(CA)(Mod)R81(CA)(Mod)R81A(CA) S-46 46-1 TO 46-12
(Both)R26K(CA)(Mod)
46-13
46-14
46-15
46-16
46-17
46-18
TO 46-2146-19
46-22
46-23,46-24
46-25
(Both)R26K(CA)(Mod)(Both)R26K(CA)(Mod)(Both)R26K(CA)(Mod)(Both)R26K(CA)(Mod)(Both)R26K(CA)(Mod)(Lt)R26K(CA)(Mod)(Rt)R26K(CA)(Mod) W11-2W16-4PR4-11G72(CA)
483
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-41
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR
SIGN FACING MATERIAL
LEGEND
DESIGNATION
SIGN
SIZE
PANEL
SIGN
OVERLAY
PROTECTIVE
EA
(METALPOST)
REMOVEROADSIDESIGN
SQFT LB EA
(0.063"-FRAMED)
(0.080"-FRAMED)
SQFT
46-26
PANELAREA
SQFT
Rt
BR = BROWN
SUBTOTAL (SQ-8)
EA
NO SCALE NO SCALE
HANGERMETHOD)
INSTALLSIGN(MAST-ARM
MOUNTED ONMASTARM
REMOVEROADSIDESIGN
METAL(ROADSIDESIGN)
ROADSIDE SIGN QUANTITIES
x
x
x
x
x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LASTREVISION
STATEOFCALIFORNIA - DEPARTMENTOFTRANSPORTATION
No.
Exp.
CIVIL
R
E
G
IS
TERED
PROFESSIONAL
ENG
IN
E
E
R
STATE OF CALIFORNIA
REGISTERED CIVIL ENGINEER
TIMEPLOTTED =>
DATEPLOTTED =>
18:56
2-MAR-2025
CHECKEDBY
REVISEDBY
DATEREVISED
PLANS APPROVAL DATE
DATE
FUNCTIONALSUPERVISOR
R
COPIES OF THIS PLAN SHEET.THE ACCURACY OR COMPLETENESS OF SCANNEDOR AGENTS SHALL NOT BE RESPONSIBLE FORTHE STATE OF CALIFORNIA OR ITS OFFICERS R
USERNAME => s150586
DGN FILE => 0735420od0xx.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
BORDER LAST REVISED 8/5/2020 UNIT PROJECT NUMBER & PHASE
DESIGNEDBY
CALCULATED-
46.9/62.9
ANHD. NGUYEN
AARONRUIZ
ANHD. NGUYEN
TRA FFICDESIG N
07 LA 1
2124 07180003231
PANEL ONEXISTINGPOST
INSTALLROADSIDESIGN
EA
(N) - NOT A SEPARATE BID ITEM
60 X 18 7.50 W IX G XI *
5.00 4 x 4 12.0
7.50 24 X 30 5.00 W IX R XI *12 X 18 1.50 W IX R XI *
7.00 4 x 4 13.0 5.00
Y
B 44 X 18 5.50 W IX XI * 7.00 4 x 4 12.0 5.50
24 X 30 5.00 W IX R XI * 5.00
29.1 1
24 X 18 3.00 W IX G XI * 3.00
12 X 6 0.50 W IX G XI * 0.5024 X 30 5.00 W IX B * 10.00
7.00 2 x 2 11.1 54.5 2
18 X 18 2.25 Y XI B * 5.50
1 1 60
7.00 4 x 4 12.0 13.5 9 9 540
1 1 60
30 X 30 6.25 W IX BR XI * 7.00 4 x 4 13.0 6.25 1 1 60
12 X 18 1.50 W IX R XI * 7.00 4 x 4 12.0 3.00 2 2 120
60 X 36 15.0 W IX G XI * 7.00 4 x 4 13.5 15.0 1 2 120
54 X 18 6.75 W IX B * 3.00 2 x 2 8.0 13.50 58.2 2
7.00 2 x 2 13.0 31.9 1
48 X 54 18.00 W IX B * 18.00 7.00 2 x 2 15.0 73.5 212 X 18 1.50 W IX R XI * 7.00 2 x 2 12.0 1.50 24 X 18 3.00 *
12 X 5 .42
W IX G XI 3.00
.42
7.00 2 x 2 12.5
W IX G XI *
30.4 1
6.75 R
B 18 X 18 2.25 W IX XI * 3 3
18 X 12 1.50 * RB W IX XI 4.50 3 3
58.8 2
24 X 18 3.00 *
8 X 5 0.28
W IX G XI 3.00
0.28 7.00 2 x 2 12.5
W IX G XI *
30.4 1
24 X 18 3.00 W IX G XI * 7.00 2 x 2 12.0 3.00 29.1 1
24 X 30 5.00 W IX R XI * 5.00 7.00 2 x 2 13.0 31.9 1
84.70 31.50 22.50 14 1 6 427.8 16 14 6 960
S-46
(Lt)R26K(CA)(Mod)
S-47
47-2
47-3
47-4
47-5
47-1
W11-1W16-1PL-1(CA)D11-1
(Both)R26K(CA)(Mod)(Both)R26K(CA)(Mod)
47-6
47-7
47-8
47-9
(Rt)R26K(CA)(Mod)(Rt)R26K(CA)(Mod)
W11-1W16-1PW16-4PW11-4
(Rt)R26K(CA)(Mod)(Lt)R26K(CA)(Mod) 47-9
47-10
47-11
47-12
47-13
47-14
47-15,47-16
(Rt)R26K(CA)(Mod)
W11-8W16-4PD11-1
(Lt)R26K(CA)(Mod)(Rt)R26K(CA)(Mod)L-1(CA)
S-48
(Lt)R26K(CA)(Mod)
48-1
484
TYPICAL POST HEIGHT DETAIL
Lt
C
LEGEND: B = BLACK G = GREEN
R = RED
W = WHITEY = YELLOW
P = PANTONE
FG = FLUORESCENT GREEN
FY = FLUORESCENT YELLOW
BL = BLUE
SIGN QUANTITIES SQ-42
TYPICAL POST HEIGHT DETAIL
CLt
SHEETNo.
No.
SIGN
BACKGROUND
COLOR
SHEETING
PREMIUM
ASTMTYPE
RETROREFLECTIVE
ASTMTYPE
RETROREFLECTIVE
SIZE
EA
Lt Rt
SQFT
ONEPOST
ROADSIDESIGN-
INCH
x
INCH
Lt
EA EA LB
(WOODPOST)
REMOVEROADSIDESIGN
TREATEDWOODWASTE
SADDLE BRACKETMETHOD)
INSTALLSIGN(STRAP AND
TWOPOST
ROADSIDESIGN-
EA
(0.080"- UNFRAMED)
POST DATA
ALUMINUM SIGN
FURNISH SINGLE SHEET
(0.063"- UNFRAMED)
INFEET
CLEARANCE(C)
INFEET
TOTAL LENGTH
EA
PANEL
REMOVEROADSIDESIGN
EA
ANDSADDLE BRACKETMETHOD)
REMOVEROADSIDESIGN(STRAP
SQFT
INCH
x
INCH
(L X D)
SHEETING COLOR