ROUTE 103
To C
arso
n
ANAHEIM STREET OH
LONG BEACH
LOS ANGELES
UNION PACIFIC OH
W 20TH St
AveS
AN
GABRIE
L
E I St
Union
Pacific
Railroad
Union Pacific
Railroad
(PACIFIC C
OAST
Hwy)
Begin Work
PM 0.05
End Work
ROUTE 103U PM 6.5
TO BIDDERS AND SPECIAL PROVISIONS BOOK.
THIS CONTRACT IS INCLUDED IN THE NOTICE
THE STANDARD PLANS LIST APPLICABLE TO
LOS ANGELES
68219
9-30-17
LA 107 0.3/1.7103
HA
MI
D
SA
AD
AT
NEJ
ADI
GA
RY
KE
VO
RKI
AN
NO SCALE
W
AN
AHEIM ST
RO
UTE 1
ULTRAMAR REFINERY POC
18
KWAN
KEVIN 12-1-16
TO 0.1 MILE NORTH OF ROUTE 1/103 SEPARATION
FROM 0.3 MILE NORTH OF UNION PACIFIC OVERHEAD
IN LOS ANGELES AND LONG BEACH
IN LOS ANGELES COUNTY
ROUTE 1/103 Sep
ROUTE 103U PM 6.2ROUTE 103 PM 1.6
December 27, 2016
x
x
x
x
x
LA
ST
RE
VISI
ON
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PROJECT PLANS FOR CONSTRUCTION ON
STATE HIGHWAY
PR
OJ
EC
T
MA
NA
GE
R
SHEET
DEL NORTESISKIYOU MODOC
HUMBOLDT
TRINITY SHASTA LASSEN
TEHAMA
MENDOCINOGLENN BUTTE
PLUMAS
SIERRA
NEVADA
PLACER
YUB
A
COLUSA
LAKE
YOLO
NAPASONOMA
EL DORADO
MARIN
AMADORALPINE
CAL
AVER
AS
CONTRACOSTA
TUOLUMNEMONO
SANTACLARA
SANTA CRUZ
ST
ANIS
LA
US
MARIPOSA
MERCED
MA
DER
A
FRESNO
MONTEREY
INYO
TULARE
KINGS
OBISPO KERN
SANTA
BARBARA
VENTURA
LOS ANGELES
SAN BERNARDINO
RIVERSIDE
IMPERIALSAN DIEGO
ORANGE
SOLANO
ALAMEDA
ME
NT
O
SA
CR
A-
JO
AQ
UINS
AN
SAN
BENITO
SAN
LUIS
SU
TT
ER
SAN FRANCISCO
SAN MATEO
Dist COUNTY ROUTETOTAL
SHEETSTOTAL PROJECT
LOCATION MAP
DA
TE
PL
OT
TE
D
=>
11:03
24-J
AN-2017
POST MILESNo.
OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."
INDEX OF PLANS
TI
ME
PL
OT
TE
D
=>
12-27-16
THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)
PLANS APPROVAL DATE
RE
GIS
TE
RE
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
No.
Exp.
CIVIL
PROJECT ENGINEER
REGISTERED CIVIL ENGINEER
DATE
COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
RESPONSIBLE FOR THE ACCURACY OR
OFFICERS OR AGENTS SHALL NOT BE
THE STATE OF CALIFORNIA OR ITS
CONTRACT No.
PROJECT ID
PROJECT NUMBER & PHASE
0716000143
07-3W3404
UNIT73w340ab001.dgn
s122436USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
0 2 31CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/ 1964 07160001431
TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2015
DE
SI
GN
MA
NA
GE
R
BORDER LAST REVISED 8/1/2016
R
R
To Seal B
each
To
Wil
mington
PM 1.7
END CONSTRUCTION
To
Ter
minal Island
LOS ANGELES CITY LIMITLONG BEACH CITY LIMIT
ROUTE 47 PM 4.3
ROUTE 103 PM 0.0
PM 0.3
BEGIN CONSTRUCTION
RO
UTE 47
16-18 REVISED STANDARD PLANS
15 SUMMARY OF QUANTITIES
13-14 PAVEMENT DELINEATION QUANTITIES
7-12 TRAFFIC HANDLING DETAILS
6 CONSTRUCTION AREA SIGN
4-5 CONSTRUCTION DETAILS
2-3 TYPICAL CROSS SECTIIONS
1 TITLE AND LOCATION MAP
No.
SHEET DESCRIPTION
TYPICAL CROSS SECTIONS
X-1
NO SCALE
MAIN
TE
NA
NC
E
EN
GIN
EE
RIN
G
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
11:03
24-J
AN-2017
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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 => s122436
DGN FILE => 73w340ca001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1964 PROJECT NUMBER & PHASE 07160001431BORDER LAST REVISED 7/2/2010
HA
MI
D
SA
AD
ATJ
EN
ADI
HO
AL
U
NG
UY
EN
KE
VI
N
KW
AN
2103LA07 0.3/1.7
EXISTING
MATCHEXISTING
MATCH
R/W R/W
EXISTING
EP EPEP EP
AND GUTTER
PCC CURB
EXISTING
PCC CURB
AND GUTTER
0.20’ AC
0.40’ AC BASE
0.50’ AS
BARRIER
CONCRETE
EXISTING
0.07’ RAC-G
PM 0.28 TO PM 0.9
PM 1.19 TO PM 1.58
0.10’ RHMA-G
0.20’ AC
0.40’ AC BASE
0.50’ AS
0.07’ RAC-G
0.10’ RHMA-G
SLURRY SEAL
EXISTING
MATCHEXISTING
MATCH
EXISTING EXISTING
EP
PCC CURB AND GUTTER
EP
PCC CURB AND GUTTER
EP EP
42’ 40’
EXISTING
BRIDGE COLUMNEXISTING
BRIDGE COLUMN
0.50’ AS
0.20’ AC
0.40’ AC BASE
BARRIER
CONCRETE
EXISTING
COLUMN
BRIDGE
EXISTING
0.10’ RHMA-G SLURRY SEAL
0.50’ AS
0.20’ AC
0.40’ AC BASE
0.10’ RHMA-G
36’ TO 50’ 24’ TO 50’
EXISTING
MATCHEXISTING
MATCH
R/W R/W
EXISTING
EP EPEP EP
AND GUTTER
PCC CURB
EXISTING
PCC CURB
AND GUTTER
0.20’ AC
0.40’ AC BASE
BARRIER
CONCRETE
EXISTING
0.03’ RAC-G SLURRY SEAL
24’ TO 36’ 24’ TO 36’
0.07’ BWC
0.20’ AC
0.40’ AC BASE
0.03’ RAC-G
0.07’ BWC
ABBREVIATIONS:
BWC = BONDED WEARING COURSE
RAC-G = RUBBERIZED ASPHALT CONCRETE
(TYPE G)
RHMA-G = RUBBERIZED HOT MIX
ASPHALT (TYPE G)
Var Var
PM 1.60 TO PM 1.7
PM 1.58 TO PM 1.60
Var Var
VarVar
VarVar
EXISTING EXISTING
EXISTINGEXISTING
EXISTINGEXISTING
R/W R/WVarVar
R/W ENGINEERING AT DISTRICT OFFICE.
6. FOR ACCURATE R/W DATA, CONTACT
UTILITIES ARE NOT SHOWN.
5. EXEMPT PROJECT WITH LIMITED EXCAVATION,
BEEN PLOTTED ON THESE PLANS
4. EXISTING DRAINAGE INLETS HAVE NOT
AND BRIDGE DECK.
AND SLURRY SEAL ON PCC PAVEMENT
3. OMIT ASPHALT CONCRECE SURFACING
AS DIRECTED BY THE ENGINEER.
2. SUPERELEVATION AS SHOWN OR
STANDARD SPECIFICATIONS.
TOLERANCES SPECIFIED IN THE
(STRUCTURAL SECTIONS) ARE SUBJECT TO
1. DIMENSIONS OF THE PAVEMENT STRUCTURES
12-27-16
18
68219
KEVIN KWAN
9-30-17
12-27-16
12-1-15
NO SCALE
X-2
20’ TO 30’
2% & Var
2% & Var
ETW ETW
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
11:03
24-J
AN-2017
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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 => s122436
DGN FILE => 73w340ca002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1964 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
MAIN
TE
NA
NC
E
EN
GIN
EE
RIN
G
LA07
07160001431
KE
VI
N
KW
AN
HA
MI
D
SA
AD
AT
NEJ
ADI
0.3/1.7103H
OA
LU
NG
UY
EN
3
3 6
8 9 10 11
0.30’ - 0.70’ AB
0.33’ AC
0.18’ DENSE GRADED RAC
0.07’ BONDED WEARING COURSE
6 SB ON-RAMP FROM ANAHEIM ST (PM 1.14)
0.18’ AB
1.10’ AC (TYPE B)
5 NB ON-RAMP FROM NB Rte 1 (PM 1.74)
0.70’ AB
0.28’ AC
0.30’ DENSE GRADED RAC
4 NB OFF-RAMP TO NB Rte 1 (PM 1.69)
0.08’ AB
1.20’ AC
3 NB ON-RAMP FROM SB Rte 1 (PM 1.48)
0.60’ AB (Class 2)
0.50’ AC
0.20’ DENSE GRADED RAC
2 NB OFF-RAMP TO SB Rte 1 (PM 1.43)
0.28’ AB
0.93’ AC
0.07’ BONDED WEARING COURSE
1 NB ON-RAMP FROM ANAHEIM / E I St (PM 1.27)
18’ TO 30’
2% & Var
ETW ETW
5
SLURRY SEAL
Var Var
9’ TO 50’
Var
5’ TO 10’
Var
7
TYPICAL PAVEMENT STRUCTURE SECTIONS FOR RAMPS (EXISTING)
TYPE A CURB
EXISTING
TYPE A CURB
EXISTING
OR E CURB
TYPE A
EXISTING
TYPE E DIKE
EXISTING
TYPE A CURB
EXISTING
TYPE A OR E CURB
EXISTING
TYPICAL CROSS SECTIONS
X-2
1
R/W
2
0.10’ RHMA-G
0.10’ COLD PLANE AC PAVEMENT
0.10’ RHMA-G
0.10’ COLD PLANE AC PAVEMENT
R/W
R/W
4
0.70’ AB
0.28’ AC
0.30’ DENSE GRADED RAC
11 SB OFF-RAMP TO NB Rte 1 (PM 1.75)
0.70’ AB
0.28’ AC
0.30’ DENSE GRADED RAC
10 SB ON-RAMP FROM NB Rte 1 (PM 1.70)
0.70’ AB
0.28’ AC
0.30’ DENSE GRADED RAC
9 SB OFF-RAMP TO SB Rte 1 (PM 1.49)
0.70’ AB
0.28’ AC
0.30’ DENSE GRADED RAC
8 SB ON-RAMP FROM SB Rte 1 (PM 1.43)
0.30’ - 0.70’ AB
0.38’ AC
0.13’ GAP GRADED RAC
0.07’ BONDED WEARING COURSE
7 SB OFF-RAMP TO EB ANAHEIM / OPP St (PM 1.24)
12-27-16
18
68219
KEVIN KWAN
9-30-17
12-27-16
12-1-15
NO SCALE
C-1
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
11:03
24-J
AN-2017
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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 => s122436
DGN FILE => 73w340ga001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1964 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
MAIN
TE
NA
NC
E
EN
GIN
EE
RIN
G
LA07
07160001431
KE
VI
N
KW
AN
HA
MI
D
SA
AD
AT
NEJ
ADI
0.3/1.7103H
OA
LU
NG
UY
EN
4
CONSTRUCTION DETAILS
LEGEND:
JOIN FLOW LINE OR
VALLEY GUTTER
TYPICAL RAMP PAVING DETAILS
ES
DIRECTION OF TRAVEL
RAMP NOSE
BEGIN RAMP
RAMP NOSE
DIRECTION OF TRAVEL
ES
ETW
END RAMPES ETW
ES ETW
JOIN FLOW LINE OR
VALLEY GUTTER
OFF-RAMP ON-RAMP
TYPICAL PAVING DETAILS
ON-RAMP
OFF-RAMP
SLURRY SEAL
JOIN EXISTING ETW
JOIN EXISTING ETW
LO
CA
L
ST
RE
ET
LO
CA
L
ST
RE
ET
GORE AREA
EXISTING
GORE AREA
EXISTING
.
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REPLACE AC SURFACING
AND PLACE 0.1’ RHMA-G
0.1’ COLD PLANE AC PAVEMENT
NOTE:
UTILITIES ARE NOT SHOWN.
1. EXEMPT PROJECT WITH LIMITED EXCAVATION,
12-27-16
18
68219
KEVIN KWAN
9-30-17
12-27-16
12-1-15
NO SCALE
C-2
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
11:03
24-J
AN-2017
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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 => s122436
DGN FILE => 73w340ga002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1964 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
MAIN
TE
NA
NC
E
EN
GIN
EE
RIN
G
LA07
07160001431
KE
VI
N
KW
AN
HA
MI
D
SA
AD
AT
NEJ
ADI
0.3/1.7103H
OA
LU
NG
UY
EN
LOCALIZED FAILED AREA
CRACK SEALANTHOT APPLIED
(0.48’ - 1.1’ max)
CONCRETE SURFACING
REPLACE ASPHALT
LOCALIZED FAILED AREA
CRACK SEALANTHOT APPLIED
5
(0.37’ max)
CONCRETE SURFACING
REPLACE ASPHALT
CONSTRUCTION DETAILS
SLURRY SEAL
SLURRY SEAL
OR
0.10’ RHMA
0.10’ COLD PLANE AC PAVEMENT
END OF ROUTE 103
CITY OF LONG BEACH
PAVING LIMIT AT END OF ROUTE 103
ASPHCONC
DI
TC
H
DI
TC
H
AS
PH
AS
PH
AS
PH
AS
PH
DI
TC
H
LA - 103
LA - 103
ASPH
AS
PH
SA
N
GA
BRI
EL
AV
E
EXISTING AC (0.48’ - 1.1’)
EXISTING AB (0.08’ - 0.7’)
EXISTING AC (0.3’-0.37’)
EXISTING AB (0.4’)
REPLACE ASPHALT CONCRETE SURFACING DETAIL
MAINLINE CRACK TREATMENT AND
REPLACE ASPHALT CONCRETE SURFACING DETAIL
RAMPS CRACK TREATMENT AND
.
.
.
.
.
.
.
.
.
12-27-16
18
68219
KEVIN KWAN
9-30-17
12-27-16
12-1-15
NO SCALE
CS-1
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
11:03
24-J
AN-2017
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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 => s122436
DGN FILE => 73w340la001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1964 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010
MAIN
TE
NA
NC
E
EN
GIN
EE
RIN
G
LA07
9-30-17
07160001431
KE
VI
N
KW
AN
HA
MI
D
SA
AD
AT
NEJ
ADI
0.3/1.7103H
OA
LU
NG
UY
EN
CONSTRUCTION AREA SIGNS
NOTES:
6
END ROAD WORK
ROAD WORK AHEAD
IN CONSTRUCTION ZONES
TRAFFIC FINES DOUBLED
1 - 4" X 6"
1 - 4" X 4"
6
4
272" X 36" 2 - 4" X 6"
SIGNS
OF
NUMBER
AND SIZE
NUMBER OF POSTSSIGN MESSAGEPANEL SIZE
STATIONARY MOUNTED CONSTRUCTION AREA SIGNS
36" X 36"
36" X 18"
X
A
B
C
SIGN CODE
No.
SIGN
G20-2
C40(CA)
W20-1
CALIFORNIAFEDERAL
UTILITIES ARE NOT SHOWN.
2. EXEMPT PROJECT WITH LIMITED EXCAVATION,
WILL BE DETERMINED BY THE ENGINEER.
1. EXACT LOCATION AND POSITION OF SIGNS
APPROVED FOR CONSTRUCTION AREA SIGN WORK ONLY
ROUTE 103
To C
arso
n
LOS ANGELES CITY LIMITLONG BEACH CITY LIMIT
ANAHEIM STREET OH
LONG BEACH
LOS ANGELES
UNION PACIFIC OH
W 20TH St
AveS
AN
GABRIE
L
E I St
Union
Pacific
Railroad
Union Pacific
Railroad
RO
UTE 47
W
AN
AHEIM ST
RO
UTE 1
ULTRAMAR REFINERY POC
B
C
A
A
A
A
A
A
B
B
B
C
12-27-16
18
68219
KEVIN KWAN
9-30-17
12-27-16
12-1-15
To
Wil
mington
To Seal B
each
To
Ter
minal Island
RAMP CLOSED
USE RAMP AT
MANCHESTER AVE
OFF-RAMP
CLOSED
MANCHESTER AVE
SECOND
RAMP
CLOSED
AHEAD
SIGN SP-4
SIGN SP-3
SIGN SP-5
THIS RAMP WILL BE
CLOSED
NOTICE
TEMPORARILY
THRU
MON. JAN. 23, 5 AM
FRIDAY, JAN. 20
9 AM 3 PM
JAN. 23 TO FEB. 17
9 AM 3 PM
ON
WEEKDAYSFRI. JAN. 20, 10 PM
9 AM 3 PM
DAILY
JAN. 23 TO FEB. 17
LC
�"
NOTES:
42"
84"
OVERLAY PANEL
(TYPICAL)
26"
3"
4"
3"
6"
2"
3"
3"
3"
2"
1"
26"
6"
3"
4"
3"
LETTER SIZE
RADIUSCORNER
3"
1�"3D
* CONDENSED SPACING IF NECESSARY
4D
LINE 4LINE 2* LINE 3
6E4D4E
LINE 1
BORDER
WIDTH
1�"
OVERLAY
�"
SIZE
48"x60"
42"x26"
3"
19"
17"
3" 26"
1"
6"
4"
4"
3"
3" 60"
4"
5"
1�"
4"
17" 17"
42"
48"
26"
(TYPICAL)
OVERLAY PANEL84"
42"
1�"
�"
3"
�"
3"
3"
48
" Min
48"
Min
TRAFFIC CONTROL SYSTEM
NO SCALE
SPECIAL ADVANCE NOTICE PUBLICITY SIGN
ALTERNATE OVERLAY PANELS (TYPICAL)
SIGN SP-1
SPECIAL SIGN FOR ENTRANCE RAMP CLOSURES
THD-1
TRAFFIC HANDLING DETAILS
MARGINWIDTH
ORANGE BACKGROUND.
A MINIMUM OF 7’ ABOVE GROUND.
1. LETTERS - 6" SERIES C.
WHITE BACKGROUND.
SHEET 1 OF 2
AND MISCELLANEOUS DETAILS
FOR RAMP CLOSURES, DETOUR SIGNS,
1. LETTERS - 6" SERIES D.
ORANGE BACKGROUND.
A MINIMUM OF 7’ ABOVE GROUND.
NOTES:
NOTES:
SPECIAL SIGNS FOR EXIT RAMP CLOSURES
6. SIGN SP-5 MUST BE USED IF THE OFF-RAMP TO BE
CLOSED FOLLOWS A FREEWAY OFF-CONNECTOR.
LINE 5, 6, & 7*
x
x
x
x
x
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
11:03
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AN-2017
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
RR
12-27-16
USERNAME => s122436
DGN FILE => 73w340me001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1882 PROJECT NUMBER & PHASE 07160001431BORDER LAST REVISED 7/2/2010
DT
M
SIGNS SP-3 & SP-5
SIGN SP-1
SIGN SP-4
1. LETTERS AND BORDER MUST BE BLACK ON REFLECTORIZED
2. BOLT HOLES MUST BE �" DIAMETER.
3. BASE MATERIAL MUST BE ALUMINUM (MINIMUM 0.06").
4. SIGNS MUST BE MOUNTED WITH BOTTOMS OF SIGNS
2. LETTERS AND BORDER MUST BE BLACK ON REFLECTORIZED
3. BOLT HOLES MUST BE �" DIAMETER.
4. BASE MATERIAL MUST BE ALUMINUM (MINIMUM 0.06").
5. SIGNS MUST BE PLACED AT RAMP ENTRANCES IN ADDITION TO SIGNS
2. LETTERS AND BORDER MUST BE BLACK ON REFLECTORIZED
3. BOLT HOLES MUST BE �" DIAMETER.
4. BASE MATERIAL MUST BE ALUMINUM (MINIMUM 0.06").
5. SIGNS MUST BE MOUNTED WITH BOTTOMS OF SIGNS
DV
4/16
POSTED IN ACCORDANCE WITH STANDARD PLAN T14.
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
PLANS APPROVAL DATE
DATE
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
07 LA
8-26-16
KATAYAMA
C50648
9-30-17
D.S.
103 0.3/1.7
DE
NIS
S
KA
TA
YA
MA
JU
LI
O
C
VA
LD
EZ
SA
MU
EL
ES
QU
EN
AZI
187
12-27-16
SIGN SP-7SIGN SP-6
TRAFFIC HANDLING DETAILS
TRAFFIC CONTROL SYSTEM
ABBREVIATION
CENTER OF
(SEE NOTE 1) (SEE NOTE 1)
(CA) CALIFORNIA CODE
NOTES:
A
B
A B C D E
DIMENSIONS
NO SCALE
SPECIAL PORTABLE FREEWAY DETOUR SIGNS
ADJUSTABLE ARROW DETAILTHD-2
6" 3" 8"
D
C
E
1"2"
DETOUR
M4-8M4-8
(SEE NOTE 2)
(SEE NOTE 2)
SCREW (TYPICAL) 6" SCREW (TYPICAL)
(SEE NOTE 2)
(SEE NOTE 2)
NORTHSOUTH
6"
NORTH
BARRICADE
TYPE III DETOUR
FWY
�" X 1�"
BELT HOLES
(SEE DETAIL)
ADJUSTABLE ARROW
36" 3
6"
7�"
7�" TO CENTER OF
SIGN SP-2
DETOUR
BARRICADE
TYPE III
SHEET 2 OF 2
AND MISCELLANEOUS DETAILS
FOR RAMP CLOSURES, DETOUR SIGNS,
SOUTH (M3-3), EAST (M3-2), WEST (M3-4)].
G28-2(CA)] AND CARDINAL DIRECTION [NORTH (M3-1),
2. USE APPROPRIATE ROUTE MARKER [G26-2(CA), G27-2(CA),
INTO THE GROUND OR FASTENED ONTO ELECTROLIERS.
SIGNS, INCLUDING POSTS, MAY BE PLACED
1. IN LIEU OF PLACING SIGNS ON TYPE III BARRICADES,
�" Dia BOLT HOLE
�" Dia BOLT HOLE
SIGN SP-2
x
x
x
x
x
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
11:03
24-J
AN-2017
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
RR
12-27-16
USERNAME => s122436
DGN FILE => 73w340me002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1882 PROJECT NUMBER & PHASE 07160001431BORDER LAST REVISED 7/2/2010
JC
DT
M
NOTES: SIGNS SP-6 & SP-7
2/14
HANDLING DETAILS PLANS.
EXCEPT AS OTHERWISE SHOWN ON OTHER TRAFFIC
SIGNS A MINIMUM OF 7’ ABOVE GROUND
5. SIGNS MUST BE MOUNTED WITH BOTTOMS OF
POLYPROPYLENE WEB MATERIAL.
BY 48" LONG, MADE OF COTTON OR
4. BELTS (LUGGAGE STRAPS) MUST BE 1" WIDE
BE ALUMINUM (MINIMUM 0.06").
3. BASE MATERIAL FOR SIGNS AND ARROWS MUST
ON RETROREFLECTORIZED ORANGE BACKGROUND.
2. LETTERS, BORDER AND ARROW - BLACK
1. LETTERS - 6" SERIES E.
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
PLANS APPROVAL DATE
DATE
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
07 LA
8-26-16
KATAYAMA
C50648
9-30-17
D.S.
103 0.3/1.7J
ULI
O
C
VA
LD
EZ
DE
NIS
S
KA
TA
YA
MA
SA
MU
EL
ES
QU
EN
AZI
8 18
12-27-16
DESIGNATED DETOUR ROUTEAND/OR
ALONG DESIGNATED DETOUR ROUTE
FOR DETOUR SIGN INSTALLATION
TRAFFIC CONTROL SYSTEM
TRAFFIC HANDLING DETAILS
NOTES:
20’ –
DETAIL D
FREEWAY
DETAIL D
DETAIL E
� MILE Max (Typ)
� MILE Max (Typ)
20’ –
150’ –
INSTALLATION AT OFF-RAMP
LEGEND
NO SCALE
TYPICAL DETOUR SIGN INSTALLATION ALONG DESIGNATED DETOUR ROUTE
THD-3
BY THE ENGINEER.
COMMERCIAL PROPERTY, RESIDENTIAL COMPLEX OR T-INTERSECTION FROM ONE-WAY
SEE TYPICAL DETOUR SIGN
150’ –
LOCAL STREET
LOCAL STREET
LO
CA
L
ST
RE
ET
LO
CA
L
ST
RE
ET
LO
CA
L
ST
RE
ET
LO
CA
L
ST
RE
ET
STREET) ALONG THE DESIGNATED DETOUR ROUTE.CONTROLLED INTERSECTION
6. EXCEPT AS OTHERWISE SHOWN ON OTHER PLANS OR SPECIFIED IN THE SPECIAL
SHEET 1 OF 3
DETOUR DIRECTION
5. UNLESS OTHERWISE SHOWN ON OTHER THD PLANS, WHEN CONTROLLED INTERSECTIONS
PRECEDING DETOUR SIGN.
3. SIGN LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED
AT CONTROLLED INTERSECTIONS AT A DISTANCE NOT TO EXCEED � MILE FROM THE
1. SP-2 SIGNS MAY BE STRAPPED ON EXISTING ELECTROLIER, SIGNAL POST OR SIGN POST.
4. SP-2 SIGNS MUST BE POSTED AT EACH CONTROLLED INTERSECTION (EXCEPT AT
ALONG THE DESIGNATED DETOUR ROUTE ARE CLOSELY SPACED, PLACE SP-2 SIGNS
SIGN SP-2
x
x
x
x
x
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
11:03
24-J
AN-2017
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
RR
12-27-16
USERNAME => s122436
DGN FILE => 73w340me003.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1882 PROJECT NUMBER & PHASE 07160001431BORDER LAST REVISED 7/2/2010
JC
DT
M
SEE NOTES 4 AND 5
SEE NOTES 4 AND 5
2/14 2. SP-2 SIGNS MUST NOT BE INSTALLED ON BARRICADES EXCEPT AS OTHERWISE SHOWN.
PROVISIONS, SP-2 SIGNS MUST BE PLACED AS SHOWN ON THIS PLAN.
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
PLANS APPROVAL DATE
DATE
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
07 LA
8-26-16
KATAYAMA
C50648
9-30-17
D.S.
103 0.3/1.7J
ULI
O
C
VA
LD
EZ
DE
NIS
S
KA
TA
YA
MA
SA
MU
EL
ES
QU
EN
AZI
9 18
12-27-16
FWY
DETOUR
EXIT
FWY
DETOUR
FWY
DETOURFWY
DETOUR
B STREETONLY ONLY ONLY
Exist G85 (CA)
TRAFFIC HANDLING DETAILSTRAFFIC CONTROL SYSTEM
ALONG DESIGNATED DETOUR ROUTE
FOR DETOUR SIGN INSTALLATION
DETAIL E
DETAIL D
DETAIL A
DETAIL B
ON-RAMP
SP-4
IF REQUIRED
SP-4
IF REQUIRED
FREEWAY
(SEE DETAIL A)
(SEE DETAIL C)
LO
CA
L
ST
RE
ET
Exist E5-1, G84-2 (CA) OR
G84-3 (CA) (SEE DETAIL B)
MEDIAN ISLAND
(STRIPED OR RAISED)
(OMIT IF NO MEDIAN ISLAND)
OR
(SEE NOTE 1)
Exist E5-1, G84-2 (CA) OR G84-3 (CA)
EXISTING OVERHEAD SIGN
Exist FIRST SET OF R3-8 SERIES
Exist SECOND SET OF R3-8 SERIES
NO SCALE
TYPICAL DETOUR SIGN INSTALLATION AT OFF-RAMP
THD-4
(SEE NOTE 5)
XXYY-Y (CA): CALIFORNIA SIGN CODE PER CALIFORNIA MUTCD
170’ –
3. OMIT DETAILS A AND B FOR FULL FREEWAY CLOSURES.
4. SEE TRAFFIC HANDLING DETAILS-TRAFFIC CONTROL SYSTEM FOR RAMP CLOSURES,
DETOUR SIGNS, AND MISCELLANEOUS DETAILS PLAN SHEET 2 OF 2 FOR SP-6 SIGN DETAILS.
Exist OVERHEAD
SIGN G85 (CA)
20’ –
LEGEND
SIGN CODE LEGEND
TRAFFIC CONTROL DEVICES (MUTCD)
XXYY-Y: FEDERAL SIGN CODE PER MANUAL ON UNIFORM
SHEET 2 OF 3
NOTES:
MUST BE FASTENED ONTO EXISTING ELECTROLIER, SIGNAL POST OR SIGN POST.
LO
CA
L
ST
RE
ET
DETOUR DIRECTION
DETAIL C (SEE NOTES 4, 5, AND 6)
7’ Min
7’ Min
SP-2SP-2
SP-2
SP-2
SP-2 ON TYPE III BARRICADE
SP-2
SP-2 SP-2
SIGN SP-2
1. SP-2 SIGNS MAY BE STRAPPED ON EXISTING ELECTROLIER, SIGNAL POST OR SIGN POST.
5. IF R3-8 SERIES SIGNS ARE NOT PRESENT AT THE OFF-RAMP, SP-2 OR SP-6 SIGNS
6. EXCEPT FOR DETAILS A & B, OMIT SP-2 SIGNS IF RAMP HAS MANDATORY SINGLE MOVE.
IN SPECIAL PROVISIONS)
SP-2 OR SP-6 (AS SPECIFIED
PROVISIONS)
SPECIFIED IN SPECIAL
SP-2 OR SP-6 (AS
x
x
x
x
x
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
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NT
OF
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ON
TI
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PL
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D
=>
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TE
PL
OT
TE
D
=>
11:03
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AN-2017
CH
EC
KE
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BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
RR
12-27-16
USERNAME => s122436
DGN FILE => 73w340me004.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1882 PROJECT NUMBER & PHASE 07160001431BORDER LAST REVISED 7/2/2010
DT
M
(SEE NOTE 3)
(SEE NOTE 3)
SEE STANDARD
TRAFFIC CONE
TEMPORARY TRAFFIC CONTROL SIGN
2. SP-2 SIGNS MUST NOT BE INSTALLED ON BARRICADES EXCEPT AS OTHERWISE SHOWN.
DV
PLAN T14
PLAN T14
SEE STANDARD
4/16
Exist R3-8 SERIES
OR OR
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
PLANS APPROVAL DATE
DATE
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
07 LA
8-26-16
KATAYAMA
C50648
9-30-17
D.S.
103 0.3/1.7J
ULI
O
C
VA
LD
EZ
DE
NIS
S
KA
TA
YA
MA
SA
MU
EL
ES
QU
EN
AZI
10 18
12-27-16
TRAFFIC HANDLING DETAILSTRAFFIC CONTROL SYSTEM
ALONG DESIGNATED DETOUR ROUTE
FOR DETOUR SIGN INSTALLATION
NO SCALE THD-5
SHEET 3 OF 3
NOTES:
2. SEE TRAFFIC HANDLING DETAILS-TRAFFIC CONTROL SYSTEM FOR RAMP CLOSURES,
LEGEND
DESIGNATED DETOUR ROUTE
TYPE III
TYPE IV
TYPE I TYPE II
TYPE V
DESIGNATED DETOUR ROUTE
FREEWAY
SIGN SP-2
DE
SI
GN
AT
ED
DE
TO
UR
RO
UT
E
LO
CA
L
ST
RE
ET L
OC
AL
ST
RE
ET
FREEWAY FREEWAY FREEWAY
FREEWAY
FREEWAY
TYPE I
TYPE II
TYPE III
TYPE IV
TYPE V
6
6
5
6
4
MINIMUM No.
OF SP-2
TYPE OF OFF-RAMP
CONFIGURATION
TYPICAL DETOUR SIGN INSTALLATION FOR OFF-RAMP CLOSURE
DETOUR DIRECTION1. FOR RAMP CONFIGURATIONS NOT SHOWN, THE EXACT LOCATIONS AND MINIMUM NUMBER OF
RAMP CLOSED
THIS SHEET
OFF-RAMP CONFIGURATION ON
USE APPROPRIATE TYPE OF
DETOUR SIGNS, AND MISCELLANEOUS DETAILS PLAN SHEET 2 OF 2 FOR SP-2 SIGN DETAILS.
x
x
x
x
x
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
11:03
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AN-2017
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
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FU
NC
TI
ON
AL
SU
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RVIS
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RR
12-27-16
USERNAME => s122436
DGN FILE => 73w340me005.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1882 PROJECT NUMBER & PHASE 07160001431BORDER LAST REVISED 7/2/2010
DT
M
SP-2 SIGNS MUST BE DETERMINED BY THE ENGINEER.
4/16
DV
SEE STANDARD PLAN T14
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
PLANS APPROVAL DATE
DATE
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
07 LA
8-26-16
KATAYAMA
C50648
9-30-17
D.S.
103 0.3/1.7J
ULI
O
C
VA
LD
EZ
DE
NIS
S
KA
TA
YA
MA
SA
MU
EL
ES
QU
EN
AZI
11 18
12-27-16
V2 V3
AHEADLANE
CLOSEDCLOSED
V1
ROAD
WORK
LEFT
LANE
SHOULDER
NOTES: LEGEND ABBREVIATIONS
TRAFFIC HANDLING DETAILS
FOR MEDIAN SHOULDERS LESS THAN 8 FEET
TRAFFIC CONTROL SYSTEM
CALIFORNIA CODE(CA)
V3 WORK/APPLICATION VEHICLE
V1, V2
2.
3.
4.
CALTRANS SIGN SPECIFICATIONS.
PROVIDED IN ADVANCE OF PCMS.
ACTIVITIES ON THE LANE.
RETROREFLECTORIZED SHEETING, BLACK ON WHITE OR BLACK ON
1.
CURVES OR ON HORIZONTAL CURVES.
( SEE NOTE 2 )
3000’ – 100’ – 50’ –
TYPE II FAS
SC 11 (CA)
SIGN PANEL
(SEE NOTE 4)
W20-1 (BARRIER MOUNTED)
ORW20-1
MEDIAN BARRIER
ORANGE WITH 8" MINIMUM SERIES D LETTERS PER
IAV
IAV
IAV IMPACT ATTENUATOR VEHICLE
IAV
NO SCALE
THD-6
ROAD
AHEAD
WORK
LC FREEWAY
MEDIAN SHOULDER
SHADOW VEHICLES
PCMS
FIRST
FLASH FLASH
SECOND
PCMS OR TRUCK MOUNTED CMS MESSAGE
x
x
x
x
x
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
11:03
24-J
AN-2017
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
RR
12-27-16
USERNAME => s122436
DGN FILE => 73w340me006.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1882 PROJECT NUMBER & PHASE 07160001431BORDER LAST REVISED 7/2/2010
DT
M4/16
TEMPORARY TRAFFIC CONTROL SIGN
TYPE II FAS
FLASHING ARROW SIGN (FAS)
LANE CLOSURES MUST NOT BE PLACED ON CREST VERTICAL
PCMS MUST BE ACTIVATED PRIOR TO TRAFFIC CONTROL
A MINIMUM SIGHT DISTANCE OF 1500’ MUST BE
VEHICLE-MOUNTED SIGN PANELS MUST BE TYPE III OR IV
DV
SEE STANDARD PLAN T10 OR T10A
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
PLANS APPROVAL DATE
DATE
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
07 LA
8-26-16
KATAYAMA
C50648
9-30-17
D.S.
103 0.3/1.7J
ULI
O
C
VA
LD
EZ
DE
NIS
S
KA
TA
YA
MA
SA
MU
EL
ES
QU
EN
AZI
12 18
12-27-16
MAIN
TE
NA
NC
E
EN
GIN
EE
RIN
G
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
11:04
24-J
AN-2017
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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
12-27-16
USERNAME => s122436
DGN FILE => 73w340nc001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1964 PROJECT NUMBER & PHASE 07160001431BORDER LAST REVISED 7/2/2010
13LA07
HA
MI
D
SA
AD
AT
NEJ
ADI
HO
AL
U
NG
UY
EN
KE
VI
N
KW
AN
PDQ-1
PAVEMENT DELINEATION QUANTITIES
0.3/1.7
TYPE G MARKER (FOR DETAIL 13)TYPE C MARKER (FOR DETAIL 14)
DETAIL 13/14 (MODIFIED)
48’-0"
18’-0" 12’-0" 18’-0"
4’-0"
LEGEND:
4" WHITE STRIPE (THERMOPLASTIC)
4" YELLOW STRIPE (THERMOPLASTIC)
DETAIL 22 (MODIFIED)
ETW
103
TYPE A NON-REFLECTIVE MARKER
24’-0" 24’-0"
TYPE D TWO-WAY YELLOW RETROREFLECTIVE MARKER
TYPE C/G TWO-WAY YELLOW RETROREFLECTIVE MARKER
NOTE:
1. PEDESTRIAN CROSSWALK WILL HAVE LADDER MARKING.
PAVEMENT DELINEATION QUANTITIES
END Br No. 53-2626 TO BEGIN Br No. 53-2627NB
NB
SB
SB
END Br No. 53-2627 TO END ROUTE 103
END Br No. 53-2626 TO BEGIN Br No. 53-2627
END Br No. 53-2627 TO END ROUTE 103
3,300
3,300
3,629
126
252
15,182
NB
NB
1,416
1,216
2,632
2,975
2,975
996
745
14,291
217
288
883
88323,306
27BDETAIL
SUBTOTAL
TOTAL
DIR
EC
TI
ON
PM DESCRIPTION
(HAZARDOUS WASTE)
TRAFFIC STRIPE
THERMOPLASTIC
REMOVE YELLOW
25/25A
DETAIL
22/22M
DETAIL
TRAFFIC STRIPE
THERMOPLASTIC
REMOVE
MODIFIED
DETAIL 13/14 36/36A/36B
DETAIL MARKING
PAVEMENT
THERMOPLASTIC
REMOVE
MARKER
PAVEMENT
REMOVE
EASQFTLF
3,300
2,975
2,975
3,300
12,550
1,350
750
758
771 3,094
274
5,386
862
1,156
813
575
513
767
200
138
3,006
3,006
NO SCALE
OFF-RAMP TO NB ROUTE 1
ON-RAMP FROM NB ROUTE 1
0.3-0.9
1.2-1.7
0.3-0.9
1.2-1.7
1.69
1.74
18
68219
KEVIN KWAN
9-30-17
12-27-16
12-1-15
MAIN
TE
NA
NC
E
EN
GIN
EE
RIN
G
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
11:04
24-J
AN-2017
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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 => s122436
DGN FILE => 73w340nc002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1964 PROJECT NUMBER & PHASE 07160001431BORDER LAST REVISED 7/2/2010
14LA07
HA
MI
D
SA
AD
AT
NEJ
ADI
HO
AL
U
NG
UY
EN
KE
VI
N
KW
AN
PAVEMENT DELINEATION QUANTITIES
PDQ-2
103 0.3/1.7
PAVEMENT DELINEATION QUANTITIES
END Br No. 53-2626 TO BEGIN Br No. 53-2627NB
NB
SB
SB
0.3-0.9
1.2-1.7
0.3-0.9
1.2-1.7
END Br No. 53-2627 TO END ROUTE 103
END Br No. 53-2626 TO BEGIN Br No. 53-2627
END Br No. 53-2627 TO END ROUTE 103
NB
NB
NB
NB
NB
SB
SB
SB
SB
SB
SB
1.23
1.43
1.48
1.69
1.74
1.14
1.24
1.43
1.49
1.70
1.75
1,224
390
280
700
720
3,314
860
1,064
1,026
936
240
240
1,130
910
8,580
3,300
2,975
3,300
2,975
664
435
605
14,254
3,300
2,975
3,300
2,975
750
1,320
1,260
996
745
700
905
997
810
910
990
22,933
74
172
185
578
137
555
320
80
220
196
176
2,693
53
120
120
5,400
3,030
3,000
3,082
413
410
605
14,512
398
114
291
69
221
24
15
1,132
126
252
99
81
31
124
269
33
66
66
1,147
22
66
172
260
2,539
181 450
253
250
257
1,209
49,081 2,813 14,512 1,209
1,034
1,140
1,428
1,428
DIR
EC
TI
ON
PMDESCRIPTION
DE
TAIL 22
DE
TAIL 22 (
MO
DIFIE
D)
DE
TAIL 25/25
A
DE
TAIL 27
B
DE
TAIL 36/36
B/36
B
DE
TAIL 38
B
4"
WHIT
E (B
RO
KE
N 36-12)
DE
TAIL 13/14
MO
DIFIE
D
4"
WHIT
E (B
RO
KE
N 17-7)
DE
TAIL 9
MA
RKI
NG
AR
RO
WS
WO
RD
S
RETROREFLECTIVE REFLECTIVE
NON
PAVEMENT MARKERMARKING
PAVEMENT
THERMOPLASTICTHERMOPLASTIC TRAFFIC STRIPE
8" WHITE4" WHITE4" YELLOW
LF SQFT EA
SUBTOTAL
TOTAL
161
131
255
44
147
53
69
62
69
110
48
56
1,598
1,598
100
112
OFF-RAMP TO SB ROUTE 1
ON-RAMP FROM SB ROUTE 1
OFF-RAMP TO NB ROUTE 1
ON-RAMP FROM NB ROUTE 1
ON-RAMP FROM SB ROUTE 1
OFF-RAMP TO SB ROUTE 1
ON-RAMP FROM NB ROUTE 1
OFF-RAMP TO NB ROUTE 1
ON-RAMP FROM ANAHEIM STREET
OFF-RAMP TO EB ANAHEIM/OPP STREET
ON-RAMP FROM ANAHEIM STREET/I STREET
12-27-16
18
68219
KEVIN KWAN
9-30-17
12-27-16
12-1-15
MAIN
TE
NA
NC
E
EN
GIN
EE
RIN
G
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
11:04
24-J
AN-2017
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
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 => s122436
DGN FILE => 73w340pa001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 1964 PROJECT NUMBER & PHASE 07160001431BORDER LAST REVISED 7/2/2010
15LA07
HA
MI
D
SA
AD
AT
NEJ
ADI
HO
AL
U
NG
UY
EN
KE
VI
N
KW
AN
103 0.3/1.7
Q-1
SUMMARY OF QUANTITIES
END Br No. 53-2626 TO BEGIN Br No. 53-2627NB
NB
SB
SB
0.3-0.9
1.2-1.7
0.3-0.9
1.2-1.7
END Br No. 53-2627 TO END ROUTE 103
END Br No. 53-2626 TO BEGIN Br No. 53-2627
END Br No. 53-2627 TO END ROUTE 103
NB
NB
NB
NB
NB
SB
SB
SB
SB
SB
SB
1.23
1.43
1.48
1.69
1.74
1.14
1.24
1.43
1.49
1.70
1.75
SUMMARY OF QUANTITIES
LNMI TON SQYD TON LF CY
1.25
1.13
1.25
1.13
0.21
0.26
0.25
0.23
0.08
0.16
0.19
0.18
0.16
0.18
0.19
6.85
6.85
195.02
175.81
175.81
195.02
829.84
829.84
3,666.67
5,337.78
3,216.67
3,305.56
2,831.11
2,101.67
1,836.11
2,288.89
2,294.44
26,878.90
231.00
336.28
202.65
208.25
178.36
132.41
115.68
144.20
144.55
1,693.38
1,693.38
250
100
360
1000
250
100
200
600
300
240
360
130
220
52
50
250
300
350
60
350
350
200
170
140
400
110
125
130
44.16
44.02
26,878.90
TREATMENT
CRACK SLURRY SEAL
SUBTOTAL
TOTAL
DIR
EC
TI
ON
PM DESCRIPTIONPAVEMENT
CONCRETE
ASPHALT
COLD PLANE
(GAP-GRADED)
ASPHALT
HOT MIX
RUBBERIZEDSURFACING
REPLACE AC
VOLUME
OFF-RAMP TO SB ROUTE 1
ON-RAMP FROM SB ROUTE 1
OFF-RAMP TO NB ROUTE 1
ON-RAMP FROM NB ROUTE 1
ON-RAMP FROM SB ROUTE 1
OFF-RAMP TO SB ROUTE 1
ON-RAMP FROM NB ROUTE 1
OFF-RAMP TO NB ROUTE 1
ON-RAMP FROM ANAHEIM STREET
NOTE:
259.26
37.04
133.33
407.41
172.44
566.67
321.96
379.04
115.56
122.67
252.71
163.11
283.20
131.38
3,345.78
3,345.78
LF
35
25
25
25
LF
0.40
35 0.40
0.40
25 0.40
0.40
24 0.97
29 0.60
27 0.60
18 0.48
0.48
0.48
30
23
29 1
1
1
52
23
0.4826
23 0.48
24 0.48
24 0.48
12.5 0.48
12.5 0.48
24 0.48
25 0.48
12 0.48
25 0.48
24 0.48
0.48
0.48
12
25
0.40
ON-RAMP FROM ANAHEIM STREET/I STREET
OFF-RAMP TO EB ANAHEIM STREET/OPP STREET
(N)LENGTH
(N)WIDTH
NESS(N)
THICK-
(N) NO PAYMENT, INFORMATION ONLY
12-27-16
18
68219
KEVIN KWAN
9-30-17
12-27-16
12-1-15