FULLERTON CITY LIMIT PLACENTIA CITY LIMIT BIRCH … · octa up rr bnsf rr bnsf rr douglass rd under...
30
12 Ora PM ROUTE 1 57 57 57 57 57 57 57 57 57 Loc JOSEPH TRAN C59283 6-30-11 MASSOUD TAJIK JOSEPH TRAN 57,90 Var 2 3 4 5 6 7 8 9 10 90 ANAHEIM LINCOLN LA JOLLA ORANGETHORPE YORBA LINDA ROLLING HILLS IMPERIAL BIRCH STADIUM OH 250 300 350 400 450 500 550 600 650 SUNKIST Ave Ave St NO SCALE CERRITOS Ave BALL SOUTH 91 CHAPMAN NUTWOOD BASTANCHURY KATELLA Ave UC KATELLA Ave BALL Rd OC Rd Ave WAGNER Ave OC SOUTH St OC St LINCOLN Ave OC Ave UNDER HILL Ave LA PALMA UC LA PALMA Ave MIRALOMA Ave MIRALOMA Ave OC LA JOLLA St OC ORANGETHORPE Ave UC CHAPMAN Ave UC NUTWOOD Ave UC Ave Ave Ave St CROWTHER Ave UC CROWTHER Ave PLACENTIA Ave UC PLACENTIA Ave YORBA LINDA Blvd OC Blvd BASTANCHURY Rd UC Rd ROLLING HILLS Dr UC ASSOCIATED Rd UC Dr ASSOCIATED Rd IMPERIAL Hwy OC BIRCH St UC ANAHEIM PLACENTIA Hwy FULLERTON PRIMROSE ANAHEIM CITY LIMIT ORANGE CITY LIMIT FULLERTON CITY LIMIT PLACENTIA CITY LIMIT ANAHEIM CITY LIMIT PLACENTIA CITY LIMIT FULLERTON CITY LIMIT PLACENTIA CITY LIMIT FULLERTON CITY LIMIT BREA CITY LIMIT OCTA UP RR BNSF RR BNSF RR UNDER HILL Ave Ped OC To Santa Ana KELLOGG Dr CITY OF YORBA LINDA CITY OF ANAHEIM FULLERTON ANAHEIM YORBA LINDA ROUTE 90 120 To Anaheim To Yorba Linda IN ORANGE COUNTY AT VARIOUS LOCATIONS 12.27 12.54 13.42 14.78 15.58 15.63 16.39 19.58 19.86 11.15 1 2 3 4 6 5 7 8 9 10 BRIDGE No. 55-0399 55-0401 55-0524 55-0525 55-0446 55-0446 F 55-0459 55-0466 55-0469 55-0339 LOCATIONS OF CONSTRUCTION x x x x x DESIGN ENGINEER LAST REVISION STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION ON STATE HIGHWAY PROJECT MANAGER SHEET DEL NORTE SISKIYOU MODOC HUMBOLDT TRINITY SHASTA LASSEN TEHAMA MENDOCINO GLENN BUTTE PLUMAS SIERRA NEVADA PLACER YUBA COLUSA LAKE YOLO NAPA SONOMA EL DORADO MARIN AMADOR ALPINE CALAVERAS CONTRA COSTA TUOLUMNE MONO SANTA CLARA SANTA CRUZ STANISLAUS MARIPOSA MERCED MADERA FRESNO MONTEREY INYO TULARE KINGS OBISPO KERN SANTA BARBARA VENTURA LOS ANGELES SAN BERNARDINO RIVERSIDE IMPERIAL SAN DIEGO ORANGE SOLANO ALAMEDA MENTO SACRA- JOAQUIN SAN SAN BENITO SAN LUIS SUTTER SAN FRANCISCO SAN MATEO Dist COUNTY ROUTE TOTAL SHEETS TOTAL PROJECT LOCATION MAP DATE PLOTTED => 14:09 07-JA POST MILES No. TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2006 OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS." INDEX OF PLANS TIME PLOTTED => R R 11-29-10 THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) PLANS APPROVAL DATE R E G I S T E R E D P R O F E S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A No. Exp. CIVIL PROJECT ENGINEER REGISTERED CIVIL ENGINEER DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. CONTRACT No. PROJECT ID PROJECT NUMBER & PHASE 1200000386 12-0L1604 UNIT c0l160ab trpie USERNAME => DGN FILE => RELATIVE BORDER SCALE IS IN INCHES 0 2 3 1 CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/ 3064 12000003861 BORDER LAST REVISED 7/2/2010 DESCRIPTION STADIUM OH BALL ROAD OC KATELLA AVENUE UC LINCOLN AVENUE OC ROUTE 57/91 SEPARATION S57-E91 CONNECTOR ORANGETHORPE AVENUE UC ASSOCIATED ROAD UC ROUTE 90/57 SEPARATION KELLOGG DRIVE UC ROUTE 57 ROUTE ROUTE 57 ON ROUTE 57 AND ROUTE 90 11-30-10 WAGNER Santa Ana River Metro Link Loftus Channel 1 30 January 3, 2011 SHEET No. DESCRIPTION 1 TITLE AND LOCATION MAP 2 CONSTRUCTION AREA SIGNS 3-12 TRAFFIC HANDLING PLANS AND QUANTITIES 13 PAVEMENT DELINEATION PLANS, DETAILS AND QUANTITIES 14-21 REVISED AND NEW STANDARD PLANS STRUCTURE PLANS 22-30 ROUTE 57, 90 BRIDGES, VARIOUS LOCATIONS THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT IS INCLUDED IN THE NOTICE TO BIDDERS AND SPECIAL PROVISIONS BOOK. KELLOGG Dr UC
Transcript of FULLERTON CITY LIMIT PLACENTIA CITY LIMIT BIRCH … · octa up rr bnsf rr bnsf rr douglass rd under...
12 Ora
PMROUTE
1 57
57
57
57
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JOSEPH TRAN
C59283
6-30-11
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LA
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CHAPMAN Ave UC
NUTWOOD Ave UC
Ave
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CR
OW
TH
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PLACENTIA Ave UC
PLACENTIA Ave
YORBA LINDA Blvd OC
BlvdBASTANCHURY Rd UC
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ROLLING HILLS Dr UC
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BRIDGE No.
55-0399
55-0401
55-0524
55-0525
55-0446
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55-0459
55-0466
55-0469
55-0339
LOCATIONS OF CONSTRUCTION
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STATE OF CALIFORNIA
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14:09
07
-JA
POST MILES
No.
TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2006
OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."
INDEX OF PLANS
TIM
E P
LO
TT
ED
=>
R
R
11-29-10
THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)
PLANS APPROVAL DATE
RE
GI
ST
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AL
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EOF CAL I FOR N
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No.
Exp.
CIVIL
PROJECT ENGINEER
REGISTERED CIVIL ENGINEER
DATE
THE STATE OF CALIFORNIA OR ITS
OFFICERS OR AGENTS SHALL NOT BE
RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
CONTRACT No.
PROJECT ID
PROJECT NUMBER & PHASE
1200000386
12-0L1604
UNITc0l160ab
trpieUSERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
0 2 31
CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/ 3064 12000003861BORDER LAST REVISED 7/2/2010
DESCRIPTION
STADIUM OH
BALL ROAD OC
KATELLA AVENUE UC
LINCOLN AVENUE OC
ROUTE 57/91 SEPARATION
S57-E91 CONNECTOR
ORANGETHORPE AVENUE UC
ASSOCIATED ROAD UC
ROUTE 90/57 SEPARATION
KELLOGG DRIVE UC
ROUTE 57
RO
UT
E
ROUTE 57
T
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s
A
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s
ON ROUTE 57 AND ROUTE 90
11-30-10
WA
GN
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Santa Ana River
Metr
o L
ink
Loftu
s Chan
nel
1 30
January 3, 2011
SHEET
No. DESCRIPTION
1 TITLE AND LOCATION MAP
2 CONSTRUCTION AREA SIGNS
3-12 TRAFFIC HANDLING PLANS AND QUANTITIES
13 PAVEMENT DELINEATION PLANS, DETAILS AND QUANTITIES
14-21 REVISED AND NEW STANDARD PLANS
STRUCTURE PLANS
22-30 ROUTE 57, 90 BRIDGES, VARIOUS LOCATIONS
THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT
IS INCLUDED IN THE NOTICE TO BIDDERS
AND SPECIAL PROVISIONS BOOK.
KELLOGG Dr UC
CONSTRUCTION AREA SIGNS
NO SCALE
MA
SS
OU
D T
AJIK
SIGN MESSAGE No. OF POST
AND SIZE
(EA)
A
B
W20-1
G20-2
ROAD WORK AHEAD
END ROAD WORK
SIGN
CODE
PANEL SIZE
1. LOCATIONS OF CONSTRUCTION AREA SIGNS ARE APPROXIMATE,
EXACT LOCATIONS TO BE DETERMINED BY ENGINEER.
2. FOR ADDITIONAL QUANTITIES OF CONSTRUCTION AREA SIGNS,
LEGEND:
CONSTRUCTION AREA SIGN No.
SIGN
No.
No. OF
SIGNS
12 Ora 57,90 Var
JOSEPH TRAN
C59283
6-30-11
LIN
CO
LN
ME
TR
O L
INK
LA
JO
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A
OR
AN
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TH
OR
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IND
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RO
LL
ING
HIL
LS
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BIR
CH250
300
350 400 450
500
550 600
650
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Ave
St
CE
RR
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BA
LL
WA
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CH
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MA
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NU
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A
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B
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ROUTE 57
A
AA
A
A
A
A
A A
AB
B
B
22
7
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
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ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
05:45
10
-JA
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
11
-2
9-1
0
USERNAME => trmik
DGN FILE => c0l160la
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 3064 PROJECT NUMBER & PHASE 12000003861BORDER LAST REVISED 7/2/2010
MA
IN
TE
NA
NC
E
STATIONARY MOUNTED CONSTRUCTION AREA SIGNS
RO
UT
E 9
1
SEE SHEET THQ-1
3. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS.
x
CONSTRUCTION AREA SIGN, 2-POST
11
/1
/1
0
PH
AT
TR
AN
JO
SE
PH
TR
AN
THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGNS WORK ONLY.CS-1
ROUTE 90
A
ROUTE
5
7
J T
11-30-10
2 30
1-3-11
48" x 48"
48" x 24"
2-4" x 6"
2-4" x 4"
NOTES:
DETOURS:
LEGEND:
DIRECTION OF TRAVEL
PORTABLE CHANGEABLE MESSAGE SIGNPCMS-X
CONNECTOR CLOSED
TRAFFIC HANDLING PLAN
(DETOUR)
TH-1
1. LOCATIONS OF CONSTRUCTION AREA SIGNS (DETOUR)
AND PCMS SHOWN ARE APPROXIMATE. EXACT LOCATIONS
NOTES:
ON THESE PLANS.
SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
3. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTTED
2. MESSAGE TO BE DISPLAYED ON THE PCMS SHALL BE AS
WILL BE DETERMINED BY THE ENGINEER.
NO SCALE
THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY
T
o
O
r
a
n
g
e
ANITA Dr
OC
TA
ME
TR
O L
IN
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T
o
F
u
l
l
e
r
t
o
n
SANTA ANA RIVER
ROUTE 57C
HA
PM
AN
Av
e
MAIN St
BA
LL
Rd
STATE COLLEGE Blvd
W T
AF
T A
ve
DOUGLASS Rd
CLOSURE #1A
CLOSURES #1B:
FILACORNI A
D E T U RO
G28-2 (CA)
FILACORNI A
G28-2 (CA)
SC3 (CA)DETOUR
57 57
M4-10(Rt)
M3-1 M3-1
1 3
3
3
3
31
1
CLOSURE #1B
NOTES:
CLOSED USE
PCMS-1 PCMS-2
DETOUR
EXIT HERE
THE PCMS SHOULD READ:
PCMS-1
PCMS-2
DURING THE NB 57 KATELLA Ave OFF-RAMP CLOSURE,
KATELLA
BALL/TAFT
KATELLA
8
8
7
7
CLOSURE #1C
6
6
6
6
5
5
DETOURS:
CLOSURES #1A:
NB ROUTE 57 ORANGEWOOD Ave ON-RAMP
RIGHT ON STATE COLLEGE Blvd, AND RIGHT ON KATELLA Ave
NB ROUTE 57 KATELLA Ave OFF-RAMP
FILACORNI A
D E T U RO
G28-2 (CA)
D E T O U R
FILACORNI A
G28-2 (CA)
FILACO
RNI A
G28-2 (CA)
SC3 (CA)DETOUR
SOUTH SOUTH SOUTH
57 57 57
M4-10(Rt) M4-10(Lt)
M3-3 M3-3 M3-3
4 5 6
NORTH NORTH
DE TURO DETOUR SC3(CA)
G7-1 (CA) G7-1 (CA)
M4-10(Rt)
KATELLA Ave KATELLA Ave
CLOSURE #1D
4
64
7 8
6
6
DETOURS:
CLOSURES #1C:
DETOURS:
CLOSURES #1D:
SB ROUTE 57 KATELLA Ave ON-RAMP
SB ROUTE 57 KATELLA Ave LOOP ON-RAMP
LEFT ON STATE COLLEGE Blvd, AND LEFT ON ORANGEWOOD Ave
RIGHT ON MAIN St, AND RIGHT ON ORANGEWOOD Ave
STADIUM OH - Br No. 55-0399
EXIT BALL Rd/TAFT Ave, RIGHT ON BALL Rd/TAFT Ave,
AND RIGHT ON MAIN Sr
OR
AN
GE
WO
OD
A
ve
4. FOR ADDITIONAL QUANTITIES OF CONSTRUCTION AREA SIGNS, SEE SHEET CS-1.
LOCATION 1
KA
TE
LL
A A
ve
LOCATION 1
5. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS.
MA
SS
OU
D T
AJIK
12 Ora 57,90 Var
JOSEPH TRAN
C59283
6-30-11
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
13:51
07
-JA
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
11
-2
9-1
0
USERNAME => trmar
DGN FILE => c0l160md
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 3064 PROJECT NUMBER & PHASE 12000003861BORDER LAST REVISED 7/2/2010
MA
IN
TE
NA
NC
E11/1/10
PH
AT
TR
AN
JO
SE
PH
TR
AN
J T
11-30-10
KA
TE
LL
A
Av
e
303
1-3-11
TRAFFIC HANDLING PLAN
(DETOUR)
TH-2NO SCALETHIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY
T
o
O
r
a
n
g
e
ANITA Dr
OC
TA
ME
TR
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IN
K
T
o
F
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l
l
e
r
t
o
n
SANTA ANA RIVER
ROUTE 57
OR
AN
GE
WO
OD
Av
e
KA
TE
LL
A A
ve
CH
AP
MA
N A
ve
MAIN St
BA
LL
Rd
STATE COLLEGE Blvd
W T
AF
T A
ve
DOUGLASS Rd
D E T O U R
FILACORNI A
G28-2 (CA)
FILACORNI A
G28-2 (CA)
SC3 (CA)DETOUR
57 57
M4-10(Lt)
M3-1 M3-1
2 3
DETOURS:
NORTH NORTH
CLOSURE #2
KATELLA Ave UC - Br No. 55-0401
3
3
32
2
3
NB ROUTE 57 KATELLA Ave LOOP ON-RAMP
CLOSURES #2:
LEFT ON MAIN St, AND LEFT ON TAFT Ave
LOCATION 2
KA
TE
LL
A A
ve
LOCATION 2
MA
SS
OU
D T
AJIK
JOSEPH TRAN
C59283
6-30-11
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
13:52
07
-JA
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
11
-2
9-1
0
USERNAME => trmar
DGN FILE => c0l160md
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 3064 PROJECT NUMBER & PHASE 12000003861BORDER LAST REVISED 7/2/2010
MA
IN
TE
NA
NC
E11/1/10
PH
AT
TR
AN
JO
SE
PH
TR
AN
J T
11-30-10
KA
TE
LL
A
Av
e
12 Ora 57,90 Var 4 30
1-3-11
TRAFFIC HANDLING PLAN
(DETOUR)
TH-3NO SCALE
THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY
D E T O U R
FILACORNI A
G28-2 (CA)
FILAC
O
RNI A
G28-2 (CA)
SC3 (CA)DETOUR
57 57
M4-10(Lt)
M3-1 M3-1
2 3
DETOURS:
CLOSURES #3A:
NORTH NORTH
LEFT ON MAIN St, AND LEFT ON LINCOLN Ave
ROUTE 57
BA
LL
Rd
TA
FT
Av
e
MAIN St
WA
GN
ER
Ave
SO
UT
H S
t
LIN
CO
LN
Ave
ROUTE 57
S
U
N
K
I
S
T
S
t
.
STATE COLLEGE Blvd
STATE COLLEGE Blvd
RIO VISTA St
DOUGLASS Road
KA
TE
LL
A
Ave
3
3
3
32
2
BALL Rd OC - Br No. 55-0524
CLOSURE #3A
CLOSURE #3B
6
6
6
5
5
DETOURS:
CLOSURES #3B:
SB ROUTE 57 BALL Rd LOOP ON-RAMP
NB ROUTE 57 BALL Rd LOOP ON-RAMP
LEFT ON STATE COLLEGE Blvd, AND LEFT ON KATELLA Ave
D E T O U R
FILACORNI A
G28-2 (CA)
FILAC
O
RNI A
G28-2 (CA)
SC3 (CA)DETOUR
SOUTH SOUTH
57 57
M4-10(Lt)
M3-3 M3-3
5 6
6
CLOSURE #4B
6
6
5
66
6
5
DETOURS:
CLOSURES #4B:
SB ROUTE 57 LINCOLN Ave LOOP ON-RAMP
LEFT ON SUNKIST St, AND LEFT ON BALL Rd
LINCOLN Ave OC - Br No. 55-0525
LOCATION 3 & 4
OC
TA
ME
TR
O L
IN
K
LOCATION 3
LOCATION 4
MA
SS
OU
D T
AJIK
JOSEPH TRAN
C59283
6-30-11
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
13:52
07
-JA
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
11
-2
9-1
0
USERNAME => trmar
DGN FILE => c0l160md
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 3064 PROJECT NUMBER & PHASE 12000003861BORDER LAST REVISED 7/2/2010
MA
IN
TE
NA
NC
E11/1/10
PH
AT
TR
AN
JO
SE
PH
TR
AN
J T
11-30-10
12 Ora 57,90 Var 5 30
1-3-11
TRAFFIC HANDLING PLAN
(DETOUR)
TH-4NO SCALETHIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY
D E T O U R
FILACORNI A
G28-2 (CA)
FILACORNI A
G28-2 (CA)
SC3 (CA)DETOUR
57 57
M4-10(Lt)
M3-1 M3-1
2 3
DETOURS:
CLOSURES #4A:
NORTH NORTH
LA
JO
LL
A
OR
AN
GE
TH
OR
PE
SUNKIST Ave
LIN
CO
LN
STATE COLLEGE Blvd STATE COLLEGE Blvd
KREAMER St
GLASSELL St
Ave
UN
DE
R H
IL
L A
ve
LA
PA
LM
A A
ve
MIR
AL
OM
A A
ve
S
t
Ave
CLOSURE #4A
3
3
3
3
3
3
LINCOLN Ave OC - Br No. 55-0525
NB ROUTE 57 LINCOLN Ave LOOP ON-RAMP
LEFT ON GLASSELL St, AND LEFT ON ORANGETHORPE Ave
2
2
LOCATION 4
ROUTE 57
RO
UT
E 9
1
LOCATION 4
MA
SS
OU
D T
AJIK
JOSEPH TRAN
C59283
6-30-11
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
13:52
07
-JA
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
11
-2
9-1
0
USERNAME => trmar
DGN FILE => c0l160md
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 3064 PROJECT NUMBER & PHASE 12000003861BORDER LAST REVISED 7/2/2010
MA
IN
TE
NA
NC
E11/1/10
PH
AT
TR
AN
JO
SE
PH
TR
AN
J T
11-30-10
12 Ora 57,90 Var 6 30
1-3-11
DETOURS:
SB ROUTE 57 TO EB ROUTE 91 CONNECTOR
CLOSED
THE PCMS SHOULD READ AS FOLLOWS:
DURING THE CLOSURE,
DETOUR
EXIT HERE
TRAFFIC HANDLING PLAN
(DETOUR)
NOTES:
TH-5
PCMS-3 PCMS-4
EAST ROUTE 91
EAST ROUTE 91
NO SCALE
9 10
USE LINCOLN AVE
S57/E91 CONNECTOR - Br No. 55-0446F
MIR
AL
OM
A A
ve
LA
JO
LL
A S
t
LA
P
AL
MA
A
ve
LIN
CO
LN
Ave
STATE
COLLEGE
Blvd
KRAEMER Blvd
SUNKIST St
91 91
FILAC
ORN I A
FILACORN IFILACORN I A
G28-2 (CA)G28-2 (CA)
EAST M3-2 EAST M3-2
THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY
PCMS-3
PCMS-4
D E T U ROSC3 (CA)DETOURM4-10(Rt)
9
9
10
10
10
10
CLOSURES 5:
RO
UT
E
91
ROUTE 57EXIT LINCOLN Ave, RIGHT ON LINCOLN Ave, AND RIGHT ON STATE COLLEGE Blvd
LOCATION 5
LOCATION 5
MA
SS
OU
D T
AJIK
JOSEPH TRAN
C59283
6-30-11
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
13:52
07
-JA
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
11
-2
9-1
0
USERNAME => trmar
DGN FILE => c0l160md
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 3064 PROJECT NUMBER & PHASE 12000003861BORDER LAST REVISED 7/2/2010
MA
IN
TE
NA
NC
E11/1/10
PH
AT
TR
AN
JO
SE
PH
TR
AN
J T
11-30-10
CLOSURE#5
12 Ora 57,90 Var 7 30
1-3-11
TRAFFIC HANDLING PLAN
(DETOUR)
TH-6NO SCALETHIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY
DETOURS:
FILACORNI A
D E T U RO
G28-2 (CA)
D E T O U R
FILACORNI A
G28-2 (CA)
FILACORNI A
G28-2 (CA)
SC3 (CA)DETOUR
SOUTH SOUTH SOUTH
57 57 57
M4-10(Rt) M4-10(Lt)
M3-3 M3-3 M3-3
4 5 6
LA
JO
LL
A
OR
AN
GE
TH
OR
PE
SUNKIST Ave
LIN
CO
LN
STATE COLLEGE Blvd
STATE COLLEGE Blvd
KREAMER St
GLASSELL St
Ave
UN
DE
R H
IL
L A
ve
LA
PA
LM
A A
ve
MIR
AL
OM
A A
ve
S
t
Ave
ORANGETHORPE Ave UC - Br No. 55-0459
CLOSURE #6
SB ROUTE 57 ORANGETHORPE Ave LOOP ON-RAMP
6
6
6
6
6
6
4
4
5
5
6
6
66
6
CLOSURES #6:
LOCATION 7
LOCATION 7
MA
SS
OU
D T
AJIK
JOSEPH TRAN
C59283
6-30-11
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
13:52
07
-JA
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
11
-2
9-1
0
USERNAME => trmar
DGN FILE => c0l160md
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 3064 PROJECT NUMBER & PHASE 12000003861BORDER LAST REVISED 7/2/2010
MA
IN
TE
NA
NC
E11/1/10
PH
AT
TR
AN
JO
SE
PH
TR
AN
J T
11-30-10
R
O
U
T
E
5
7
RO
UT
E 9
1
FROM EAST ORANGETHORPE Ave: RIGHT ON KREAMER St, AND RIGHT ON LINCOLN Ave
FROM WEST ORANGETHORPE Ave: LEFT ON STATE COLLEGE Blvd, AND LEFT ON LINCOLN Ave
12 Ora 57,90 Var 8 30
1-3-11
TRAFFIC HANDLING PLAN
(DETOUR)
TH-7NO SCALETHIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY
DETOURS:
CLOSURES #7A:
FILAC
O
RNI A
D E T U RO
G28-2 (CA)
FILAC
O
RNI A
G28-2 (CA)
SC3 (CA)DETOUR
SOUTH SOUTH
57 57
M4-10(Rt)
M3-3 M3-3
4 6
D E T U RO DETOUR SC3(CA)
G7-1 (CA) G7-1 (CA)
M4-10(Rt)
11 12
NB ROUTE 57 IMPERIAL Hwy (Rte 90) OFF-RAMP
BA
ST
AN
CH
UR
Y
Rd
CH
AN
NEL
LO
FTU
S
YO
RB
A L
IN
DA
Blv
d RTE 90
STATE COLLEGE Blvd
ROUTE 57 IMPERIAL HWYPLACENTIA Ave
BIR
CH
St
LA
MB
ER
T R
d
RO
LL
IN
G H
IL
LS
Dr
KREAMER Blvd
CLOSURE #7A
CLOSURE #7B
PCMS-5
THE PCMS SHOULD READ AS FOLLOWS:
DURING THE CLOSURE,
DETOUR
EXIT HERE
NOTES:
PCMS-5 PCMS-6
IMPERIAL Hwy/
PCMS-6
Rte 90 CLOSED
USE LAMBERT
IMPERIAL Hwy/
Rte 90
12
12
1212
11
11
6
6
6
66
6
4
4
6
EXIT LAMBERT Rd , RIGHT ON LAMBERT Rd, AND RIGHT ON KREAMER Blvd
DETOURS:
CLOSURES #7B:
SB ROUTE 57 IMPERIAL Hwy (Rte 90) ON-RAMP
RIGHT ON PLACENTIA Ave, AND RIGHT ON YORBA LINDA Blvd ASSOCIATED Rd UC - Br No. 55-0466
IMPERIAL Hwy IMPERIAL Hwy
LOCATION 8
LOCATION 8
MA
SS
OU
D T
AJIK
12 Ora 57,90 Var
JOSEPH TRAN
C59283
6-30-11
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
13:45
07
-JA
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
11
-2
9-1
0
USERNAME => s1353
DGN FILE => c0l160md
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 3064 PROJECT NUMBER & PHASE 12000003861BORDER LAST REVISED 7/2/2010
MA
IN
TE
NA
NC
E1
1/1
/1
0
PH
AT
TR
AN
JO
SE
PH
TR
AN
J T
11-30-10
N
A
SS
OC
IA
TE
D
Rd
S
ASSO
CIA
TE
D R
d
9 30
1-3-11
TRAFFIC HANDLING PLAN
(DETOUR)
TH-8NO SCALETHIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY
D E T O U R
FILACORNI A
G28-2 (CA)
FILAC
O
RNI A
G28-2 (CA)
SC3 (CA)DETOUR
57 57
M4-10(Lt)
M3-1 M3-1
2 3
DETOURS:
CLOSURES #8A:
D E T O U R
FILACORNI A
G28-2 (CA)
FILAC
O
RNI A
G28-2 (CA)
SC3 (CA)DETOUR
SOUTH SOUTH
57 57
M4-10(Lt)
M3-3 M3-3
5 6
NORTH NORTH
BA
ST
AN
CH
UR
Y
Rd
CH
AN
NEL
LO
FTU
S YORBA LINDA Blvd STATE COLLEGE Blvd
ROUTE 57
IM
PE
RIA
L H
WY
PLACENTIA Ave
BIR
CH
St
LA
MB
ER
T R
d
RO
LL
IN
G H
IL
LS
Dr
KREAMER Blvd
CLOSURE #8A
CLOSURE #8B
6
3
DETOURS:
CLOSURES #8B:
(RTE 90)3
3
3
33
3
2
2
5
5
6
66
6
NB ROUTE 57 IMPERIAL Hwy (Rte 90) LOOP ON-RAMP
LEFT ON KREAMER Blvd, AND LEFT ON LAMBERT Rd
SB ROUTE 57 IMPERIAL Hwy (Rte 90) LOOP ON-RAMP
LEFT ON STATE COLLEGE Blvd, AND LEFT ON YORBA LINDA Blvd ROUTE 90/ROUTE 57 SEPARATION - Br No. 55-0469
LOCATION 9
LOCATION 9
MA
SS
OU
D T
AJIK
JOSEPH TRAN
C59283
6-30-11
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
13:45
07
-JA
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
11
-2
9-1
0
USERNAME => s1353
DGN FILE => c0l160md
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 3064 PROJECT NUMBER & PHASE 12000003861BORDER LAST REVISED 7/2/2010
MA
IN
TE
NA
NC
E1
1/1
/1
0
PH
AT
TR
AN
JO
SE
PH
TR
AN
J T
11-30-10
S
ASSO
CIA
TE
D R
d
N
AS
SO
CI
AT
ED
R
d
12 Ora 57,90 Var 10 30
1-3-11
THQ-1
SHEET
NO.P
O
S
T
S
I
Z
E
R
E
M
A
R
K
S
DETOUR
SIGN
TYPE
(S)
(EA)
SIGNS
(IN)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
(S)
NOTES:
NO. OF
POSTS
NO. OF
2. FOR ADDITIONAL QUANTITIES OF CONSTRUCTION AREA SIGNS, SEE SHEET CS-1.
1. ALL SIGNS ARE STATIONARY MOUNTED. EXACT SIGN LOCATIONS TO BE
DETERMINED BY THE ENGINEER.
(
S
)
D
E
N
O
T
E
S
S
T
A
T
I
O
N
A
R
Y
M
O
U
N
T
E
D
S
I
G
N
.
TH-1
TH-2
TH-3
TH-4
TH-5
TH-6
TH-7
TH-8
TYPE MESSAGE
PCMS TO BE DETERMINED BY ENGINEER
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
No. OF SIGNS
6
(S)
(S)
(S)
(S)
1
3
4
5
6 (S)
7
8
2
3
3
5
6
2
3
9
10
6
11
12
2
3
2 2
4 4
22
2 2
66
2 2
22
2 2
33
2 2
44
4 4
99
6 6
22
2 2
44
2 2
22
11 11
22
7 7
22
4 4
22
7 7
22
5 5
3
.
P
O
R
T
A
B
L
E
C
H
A
N
G
E
A
B
L
E
M
E
S
S
A
G
E
S
I
G
N
S
(
P
C
M
S
)
M
A
Y
B
E
R
E
U
S
E
D
IN DIFFERENT STAGES.
TRAFFIC HANDLING QUANTITIES
2
4
5
6
4
5
6
TOTAL 104
MA
SS
OU
D T
AJIK
JOSEPH TRAN
C59283
6-30-11
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
13:45
07
-JA
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
11
-2
9-1
0
USERNAME => s1353
DGN FILE => c0l160mf
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 3064 PROJECT NUMBER & PHASE 12000003861BORDER LAST REVISED 7/2/2010
MA
IN
TE
NA
NC
E1
1/1
/1
0
PH
AT
TR
AN
JO
SE
PH
TR
AN
J T
11-30-10
12 Ora 57,90 Var 11 30
1-3-11
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
4" x 6"
NO SCALE
PAVEMENT DELINEATION DETAILS
PDD-1
48’-0"
18’-0" 18’-0"12’-0"
4’-0"
48’-0"
18’-0" 18’-0"12’-0"
4’-0"
48’-0"
18’-0" 18’-0"12’-0"
4’-0"
T
Y
P
E
H
O
N
E
-
W
A
Y
Y
E
L
L
O
W
R
E
T
R
O
R
E
F
L
E
C
T
I
V
E
M
A
R
K
E
R
T
Y
P
E
G
O
N
E
-
W
A
Y
C
L
E
A
R
R
E
T
R
O
R
E
F
L
E
C
T
I
V
E
M
A
R
K
E
R
T
Y
P
E
A
W
H
I
T
E
N
O
N
-
R
E
F
L
E
C
T
I
V
E
M
A
R
K
E
R
4" YELLOW THERMOPLASTIC TRAFFIC STRIPE
4
"
W
H
I
T
E
T
H
E
R
M
O
P
L
A
S
T
I
C
T
R
A
F
F
I
C
S
T
R
I
P
E
8
"
W
H
I
T
E
T
H
E
R
M
O
P
L
A
S
T
I
C
T
R
A
F
F
I
C
S
T
R
I
P
E
T
Y
P
E
H
O
N
E
-
W
A
Y
Y
E
L
L
O
W
R
E
T
R
O
R
E
F
L
E
C
T
I
V
E
M
A
R
K
E
R
T
Y
P
E
H
O
N
E
-
W
A
Y
Y
E
L
L
O
W
R
E
T
R
O
R
E
F
L
E
C
T
I
V
E
M
A
R
K
E
R
T
Y
P
E
H
O
N
E
-
W
A
Y
Y
E
L
L
O
W
R
E
T
R
O
R
E
F
L
E
C
T
I
V
E
M
A
R
K
E
R
T
Y
P
E
H
O
N
E
-
W
A
Y
Y
E
L
L
O
W
R
E
T
R
O
R
E
F
L
E
C
T
I
V
E
M
A
R
K
E
R
T
Y
P
E
H
O
N
E
-
W
A
Y
Y
E
L
L
O
W
R
E
T
R
O
R
E
F
L
E
C
T
I
V
E
M
A
R
K
E
R
DIRECTION OF TRAFFIC
SEE STANDARD PLANS FOR PAVEMENT MARKING SYMBOL
AND WORD DETAILS NOT SHOWN.
HOV Lane
ETW
ETW 24’
MIXED FLOW LANE
Bu
ffer
4’
2"
2"
3"
2"
PO
OL
CA
R
ON
LY
MIXED FLOW TRAFFIC
12’ 12’25’ 50’ 50’ 25’8’ 8’ 8’
186’
PO
OL
CA
R
ON
LY
848’
MIXED FLOW TRAFFIC
HOV LANE PAVEMENT MARKING
EXCEPT AT INGRESS/EGRESS LOCATONS
12’ 12’8’ 8’ 8’300’ 100’ 100’ 300’
INGRESS/EGRESS STRIPING
12’18’ 18’ 18’ 18’12’
HOV LANE BUFFER STRIPING DETAIL
BUFFER WIDTH - 4 FOOT
TYPICAL HOV LANE PAVEMENT MARKING
AT INGRESS/EGRESS LOCATONS
LEGEND
NOTE:
DETAIL A
DETAIL C
DETAIL D
DETAIL B
DETAIL 13 Mod
MA
SS
OU
D T
AJIK
JOSEPH TRAN
C59283
6-30-11
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
13:45
07
-JA
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
11
-2
9-1
0
USERNAME => s1353
DGN FILE => c0l160nb
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 3064 PROJECT NUMBER & PHASE 12000003861BORDER LAST REVISED 7/2/2010
MA
IN
TE
NA
NC
E1
1/1
/1
0
PH
AT
TR
AN
JO
SE
PH
TR
AN
J T
11-30-10
12 Ora 57,90 Var 12 30
1-3-11
PDQ-1
PAVEMENT DELINEATION QUANTITIES
TOTAL
SUB-TOTAL
TYPE
G HA
Loc Rte PM
REMOVE
SQFT SQFT SQFTSQFTLF LFLF LF LF LF LFEA EA EA EA
PAVEMENT DELINEATION QUANTITIES
1
2
3
4
5
6
7
STRUCTURE NAME & BRIDGE No.
8
EB
SB
EB
NB
THERMOPLASTIC TRAFFIC STRIPE PAVEMENT MARKER
PA
VE
ME
NT
MA
RK
ER
TH
ER
MO
PL
AS
TIC
PA
VE
ME
NT
MA
RK
ING
NO
N-
RE
FL
EC
TIV
E
RE
TR
O-
RE
FL
EC
TIV
E
DE
TA
IL
25
4" S
OL
ID
YE
LL
OW
DE
TA
IL
27
B
4" S
OL
ID
WH
IT
E
DE
TA
IL
"B
"
8" W
HIT
E B
RO
KE
N (
36
-1
2)
Dir
DE
TA
IL
"A
"
4" S
OL
ID
YE
LL
OW
DE
TA
IL
"A
"
4" S
OL
ID
WH
IT
E
LFLF
WO
RD
S
DIA
MO
ND
SY
MB
OL
SQFTLF
DE
TA
IL
36
8" S
OL
ID
WH
IT
E
12
" D
IA
GO
NA
L S
TR
IP
E
TYPE TYPE
TH
ER
MO
PL
AS
TIC
TR
AF
FIC
ST
RIP
E
LOCATION - DESCRIPTION
LF
DE
TA
IL
37
8" W
HIT
E B
RO
KE
N (
12-3)
LF
9
10
ROUTE 57/91 SEPARATION BR. NO. 55-0446
NB
SB
NB
WB
WB
SB
DE
TA
IL
9
4" W
HIT
E B
RO
KE
N (
17
-7
)
DE
TA
IL
8
4" W
HIT
E B
RO
KE
N (
17
-7
)
DE
TA
IL
22
4" S
OL
ID
YE
LL
OW
LF
57
90
57
57
57
57
57
57
57
57
12.27
12.54
13.42
14.78
15.58
15.63
16.39
19.58
19.86
11.15
STADIUM OVERHEAD BR. NO. 55-0399
KATELLA Ave UNDERCROSING BR. NO. 55-0401
BALL Rd OVERCROSSING BR. NO. 55-0524
LINCOLN Ave OVERCROSSING BR. NO. 55-0525
S57-E91 CONNECTOR BR. NO. 55-0446 F
ORANGETHORPE Ave UNDERCROSSING BR. NO. 55-0459
ASSOCIATED Rd UNDERCROSSING BR. NO. 55-0466
IMPERIAL Hwy OVERCROSSING BR. NO. 55-0469
KELLOG Dr UNDERCROSSING BR. NO. 55-0339
NB
SB
SB
EB
WB
NB
SB
NB
SB
AR
RO
W T
YP
E I
II (
R)
THERMOPLASTIC
PAVEMENT MARKING
DE
TA
IL
13
Mo
d
4" W
HIT
E B
RO
KE
N (
36
-1
2)
LF
DE
TA
IL
12
4" W
HIT
E B
RO
KE
N (
36
-1
2)
400 1600
430 1720
205 820
180 720
240
150 600
150 600
60
240
150
150
240
415
205
205
415
225
325
300
480
270
270
270
180
150
150
180
270
270
270
180
150
150
180
150
150
100
85
480
250
500
480
540
810
660
480
480
150
150
450
450
720
1173
1380
615
615 205 100
120
716
470
270
270
120 180
150
60
250
110
120
48
48 11
45
11
11
45
110
84
115
51
51
18
26
98 54
60
22
10
10
10
23
28
16
9
15
33
3
3
10
10
38
38
60
13
13
38
4
75
80
5
5
5
5
6
6
28
28
34
14
6
6
10
10
93
84
33
45
81
27
15
15
15
28
34
81
75
47
22
22
20
20
2015 2514 110 227
2135 2760 120 255
1025 1350 108
205 1320
480
480
500
500
270 1080 121
270 1350
12 12270 270
900 1080 109
420 1260
750 900
750 750
240 480
240 480
150
150
300
300
1575 6300 780 2710 3100 185 3720 960 5703 865 1146 950 436 33 84
14465 3905 6663
477 9790
9790477865 1146 950
22
51 110
163
716
360 377
737
18154 716 1213
18154 716 1213
(H
AZ
AR
DO
US
WA
ST
E)
TR
AF
FIC
ST
RIP
E
YE
LL
OW
TH
ER
MO
PL
AS
TIC
CO
NC
RE
TE
BA
RR
IE
R M
AR
KE
R
EA
5
5
10
10
6
6
4
4
5
5
4
4
69
69
MA
SS
OU
D T
AJIK
JOSEPH TRAN
C59283
6-30-11
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
N
ST
AT
E O
F C
AL
IFO
RN
IA
- D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
AT
ION
No.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
EN
GI
NE
ER
S
TA
TE
OF CAL IFOR NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
13:45
07
-JA
CH
EC
KE
D B
Y
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
YR
EV
IS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
R
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF SCANNED
COPIES OF THIS PLAN SHEET.
R
11
-2
9-1
0
USERNAME => s1353
DGN FILE => c0l160nc
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 3064 PROJECT NUMBER & PHASE 12000003861BORDER LAST REVISED 7/2/2010
MA
IN
TE
NA
NC
E1
1/1
/1
0
PH
AT
TR
AN
JO
SE
PH
TR
AN
J T
11-30-10
12 Ora 57,90 Var 13 30
1-3-11
DIST COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
NO.
TOTAL
SHEETS
PLANS APPROVAL DATENo.
Exp.
RE
GI
ST
ER
E
D
PR O F ESS I O N
AL
E
NG
IN
EE
R
S
TA
TE OF CAL IFOR N
IA
REGISTERED CIVIL ENGINEER
The State of California or its officers or
agents shall not be responsible for the accuracy
sheet.
or completeness of electronic copies of this plan
8’-0"
6’-0"
2’-0" x width
of lane
2’-0" x width
of lane
RAILROAD CROSSING SYMBOL
WIDTH TRANSVERSE LINES.
DIAMOND SYMBOL
BIKE LANE SYMBOL
4’-8" 4’-8"
*
*
NUMERALS
8’-0"
14’-0"
20
’-0
"14’-0"
12
’-0
"
4’-11"
8"
6’-6"
10"
BICYCLE LOOP
DETECTOR SYMBOL
3"
3"
2"
A (White) =9 sq ft
BlueWhite
~
2’-8�"
8’-0"
8"
8’-0"
8"
1. Minor variations in dimensions may be accepted
by the Engineer.
Donald E.
Howe
C46402
NO SCALE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PAVEMENT MARKINGS
SYMBOLS AND NUMERALS
CIVIL
4" GRID
4" 4" 4"
A (Blue) =14 sq ft
6" GRID
6"
1’-4"
1’-4"
70 sq ft DOES NOT INCLUDE THE 2’-0" x VARIABLE
1" GRID
1’-8"
1’-8"
1’-8"
5’-6"
4’-5"
3’-9"
4’-5"
3’-9"
3’-4"
3’-3"
1’-0" GRID
1’-0" GRID
A=7 sq ft
A=11 sq ft
A=2 sq ft
A=19.5 sq ftA=16.5 sq ftA=17.5 sq ft
A=70 sq ft
3’-0"
To accompany plans dated
3-31-09
20
06
RE
VIS
ED
ST
AN
DA
RD
PL
AN
RS
P A
24
C
REVISED STANDARD PLAN RSP A24C
DATED MAY 1, 2006 - PAGE 11 OF THE STANDARD PLANS BOOK DATED MAY 2006.
INTERNATIONAL SYMBOL
OF ACCESSIBILITY MARKING
NOTE:
5-27-08
RSP A24C DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN A24C
June 6, 2008
12 Ora 57,90 Var 14 30
1-3-11
DIST COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
NO.
TOTAL
SHEETS
PLANS APPROVAL DATENo.
Exp.
RE
GI
ST
ER
E
D
PR O F ESS I O N
AL
E
NG
IN
EE
R
S
TA
TE OF CAL IFOR N
IA
REGISTERED CIVIL ENGINEER
The State of California or its officers or
agents shall not be responsible for the accuracy
sheet.
or completeness of electronic copies of this plan
NO SCALE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
XXX
NOTES:
Direction of Travel
Direction of Travel
Direction of Travel
Direction of Travel
Direction of Travel
Direction of Travel
Temporary railing
6’-0
" M
ax
400LBS
700LBS
700LBS
ARRAY ‘TU14’
Direction of Travel
Direction of Travel
Temporary railing 400LBS 700LBS
400LBS
400LBS 700LBS
400LBS 700LBS
400LBS 700LBS
ARRAY ‘TU21’
400LBS 700LBS
ARRAY ‘TU17’
1.
2.
3.
4.
on the traveled way.
the module lid.
2’-0"
2’-0"
2’-0"
2’-0"
5. Refer to Standard Plan A73B for marker details.
(Type K) or fixed object
(Type K) or fixed object
400LBS
400LBS
400LBS
400LBS
400LBS
400LBS
TEMPORARY CRASH CUSHION,
SAND FILLED
(UNIDIRECTIONAL)
200LBS 200LBS
200LBS 200LBS
1400LBS
1400LBS
1400LBS
1400LBS
1400LBS 1400LBS
1400LBS
1400LBS 1400LBS
1400LBS
1400LBS
1400LBS
1400LBS
1400LBS 1400LBS
1400LBS
1400LBS
1400LBS
1400LBS
1400LBS 1400LBS
1400LBS 1400LBS
1400LBS
1400LBS
1400LBS 1400LBS
1400LBS
2100LBS
2100LBS
2100LBS
2100LBS
2100LBS
2100LBS
2100LBS
2100LBS
2100LBS
2100LBS
Place the top of Type R marker panel 1" below
Temporary crash cushion arrays shall not encroach
Indicates sand filled module location and
weight of sand in pounds for each module.
diameter of the module.
Module spacing is based on the greater
All sand weights are nominal.
PLAN
ELEVATION
CRASH CUSHION PALLET DETAIL
Modules
Pallet
Roadway surface
Dia
Module
Dia
Module
1’-0"
Max
1’-0"
Max
1’-0"
Max
1’-0"
Max
1’-0"
Max
1’-0"
Max
2’-6"
Min
2’-0"
Max
Temporary railing
(Type K) or
fixed obstacle
2’-6
"
Min
6’-0"
Max
2’-6"
Min
2’-6"
Min
2’-6"
Min
Fix
ed
object
Type R
Marker
Panel
Type R
Marker
Panel
Type R
Marker
Panel
Type R
Marker
Panel
1400LBS
6. Approach speeds indicated conform to NCHRP 350 Report
criteria.
2’-6"
Min
2’-6"
Min
2’-6"
Min
2’-0"
Max
3"
Max
3"
Max 3"
Max
3"
Max
4�"
Max
6"
Max
ARRAY ‘TU11’
Randell D. Hiatt
C50200
6-30-09
CIVIL
To accompany plans dated
REVISED STANDARD PLAN RSP T1A
2006 R
EV
IS
ED
ST
AN
DA
RD
PL
AN
RS
P T
1A
DATED MAY 1, 2006 - PAGE 211 OF THE STANDARD PLANS BOOK DATED MAY 2006.
See Note 7
7.
Approach speed 45 mph or more
Approach speed less than 45 mph
Approach speed 45 mph or more
Approach speed less than 45 mph
5-15-08
Use of pallets is optional.
RSP T1A DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN T1A
June 6, 2008
12 Ora 57,90 Var 15 30
1-3-11
DIST COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
NO.
TOTAL
SHEETS
PLANS APPROVAL DATENo.
Exp.
RE
GI
ST
ER
E
D
PR O F ESS I O N
AL
E
NG
IN
EE
R
S
TA
TE OF CAL IFOR N
IA
REGISTERED CIVIL ENGINEER
The State of California or its officers or
agents shall not be responsible for the accuracy
sheet.
or completeness of electronic copies of this plan
NO SCALE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
1.
2.
3.
4.
on the traveled way.
5. Refer to Standard Plan A73B for marker details.
spacing is based on the greater diameter of
the module.
CRASH CUSHION PALLET DETAIL
TEMPORARY CRASH CUSHION,
SAND FILLED
(BIDIRECTIONAL)
Indicates sand filled module location and weight
of sand in pounds for each module. Module
Temporary crash cushion arrays shall not encroach
Place the Type P marker panel so that the bottom
of the panel rests upon the pallet.
NOTES:
All sand weights are nominal.
Approach speeds indicated conform to NCHRP 350 Report
criteria.
6.
XXX
PLAN
ELEVATION
Modules
Pallet
Roadway surface
Dia
Module
Dia
Module
3"
Max
3"
Max 3"
Max
3"
Max
4�"
Max
6"
Max
Randell D. Hiatt
C50200
6-30-09
CIVIL
Direction of Travel
400LBS 700LBS
Direction of Travel
1400LBS
1400LBS
1400LBS 1400LBS
1400LBS 1400LBS
1400LBS
2100LBS
2100LBS
2’-0"
6"
Max
2’-6
"
Min
Type P
Marker
Panel
ARRAY ‘TB11’
Direction of Travel
Direction of Travel
ARRAY ‘TB14’
400LBS
400LBS
400LBS
700LBS
700LBS
2’-0"
400LBS200LBS 200LBS
1400LBS
1400LBS 1400LBS
1400LBS 2100LBS
2100LBS
6"
Max
2’-6"
Min
Type P
Marker
Panel
Temporary railing (Type K) or temporary end of
concrete barrier or temporary end of thrie beam
barrier or fixed object
Temporary railing (Type K) or temporary end of
concrete barrier or temporary end of thrie beam
barrier or fixed object
To accompany plans dated
REVISED STANDARD PLAN RSP T1B
2006 R
EV
IS
ED
ST
AN
DA
RD
PL
AN
RS
P T
1B
DATED MAY 1, 2006 - PAGE 212 OF THE STANDARD PLANS BOOK DATED MAY 2006.
7.
See Note 7
Approach speed less than 45 mph
Approach speed 45 mph or more
Use of pallets is optional.
5-15-08
RSP T1B DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN T1B
June 6, 2008
12 Ora 57,90 Var 16 30
1-3-11
DIST COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
NO.
TOTAL
SHEETS
PLANS APPROVAL DATENo.
Exp.
RE
GI
ST
ER
E
D
PR O F ESS I O N
AL
E
NG
IN
EE
R
S
TA
TE OF CAL IFOR N
IA
REGISTERED CIVIL ENGINEER
The State of California or its officers or
agents shall not be responsible for the accuracy
sheet.
or completeness of electronic copies of this plan
NO SCALE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
XXX
NOTES:
Refer to Standard Plan A73B for marker details.8.
9.
1.
2.
3.
4.
5.
6.
7.
The temporary crash cushion arrays shown on this plan shall
side of the temporary crash cushion array.
If the fixed object or approach end of the temporary railing
traveled way.
on this plan for outside shoulders.
For shoulder widths less than 8’-0", appropriate approved
crash cushion protection, other than sand filled modules,
the Engineer.
10.
criteria.
Approach speeds indicated conform to NCHRP 350 Report
TEMPORARY CRASH CUSHION,
SAND FILLED
(SHOULDER INSTALLATIONS)
Indicates sand filled module location and weight of sand
All sand weights are nominal.
be used only in locations where there will be traffic on one
Temporary crash cushion arrays shall not encroach on the
in pounds for each module. Module spacing is based on
the greater diameter of the module.
is less than 15’-0" from the edge of traveled way, a temporary
Arrays for median shoulders shall conform to details shown
panel rests upon the pallet and faces traffic.
Place the Type P marker panel so that the bottom of the
shall be provided at fixed objects and at approach ends of
temporary railing. The specific type of crash cushion shall
be as shown on the project plans or as specified in the
Special Provisions, or if not shown on the project plans or
specified in the Special Provisions, shall be as approved by
crash cushion is required in a construction or work zone.
PLAN
ELEVATION
CRASH CUSHION PALLET DETAIL
Modules
Pallet
Roadway surface
Dia
Module
Dia
Module
3"
Max
3"
Max 3"
Max
3"
Max
4�"
Max
6"
Max
Randell D. Hiatt
C50200
6-30-09
CIVIL
Direction of travel
Edge of traveled way
Edge of shoulder
Type P
Marker
Panel
Temporary railing (Type K)
400LBS 700LBS
2’-0"
or fixed object
See Note 3
See Note 9
1400LBS
1400LBS
1400LBS 1400LBS
1400LBS 1400LBS
1400LBS
2100LBS
2100LBS
8’-0
" to
1
5’-0
"
2’-6"
Min
See Note 4
ARRAY ‘TS11’
Direction of travel
Edge of traveled way
Edge of shoulder
Type P
Marker
Panel
Temporary railing (Type K)
400LBS
700LBS
700LBS
2’-0"
or fixed object
See Note 3
400LBS
400LBS
400LBS
ARRAY ‘TS14’
See Note 9
200LBS 200LBS
1400LBS
1400LBS 1400LBS
1400LBS 2100LBS
2100LBS
8’-0" to 15’-0"
2’-6"
Min
See Note 4
To accompany plans dated
2006 R
EV
IS
ED
ST
AN
DA
RD
PL
AN
RS
P T
2
REVISED STANDARD PLAN RSP T2
DATED MAY 1, 2006 - PAGE 213 OF THE STANDARD PLANS BOOK DATED MAY 2006.
11.
See Note 11
Approach speed less than 45 mph
Approach speed 45 mph or more
Use of pallets is optional.
5-15-08
RSP T2 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN T2
June 6, 2008
12 Ora 57,90 Var 17 30
1-3-11
DIST COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
NO.
TOTAL
SHEETS
PLANS APPROVAL DATE
The State of California or its officers or
agents shall not be responsible for the accuracy
sheet.
or completeness of electronic copies of this plan
LICENSED LANDSCAPE ARCHITECT
NO SCALE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
20
06
N
EW
S
TA
ND
AR
D P
LA
N N
SP
T
62
NEW STANDARD PLAN NSP T62
TEMPORARY DRAINAGE
INLET PROTECTION (TYPE 3A)
PLAN
TEMPORARY DRAINAGE
INLET PROTECTION (TYPE 3B)
Drainage Inlet
Concentrated
F
lo
w
SECTION A-A
Flow
Drainage Inlet
Concrete apron
(If present, See Note 4)
1.
2.
3.
4.
5.
STAPLE DETAIL
PERSPECTIVE
CL
PLAN
PLAN
CONFIGURATION FOR SAG POINT INLET
Drainage Inlet at
sag or low point
Spillway with single layer
of gravel-filled bags
4’-0" M
in
TEMPORARY WATER POLLUTION
CONTROL DETAILS
(TEMPORARY DRAINAGE
INLET PROTECTION)
LI
CE
NS
E DL A N D S A PE AR CH
IT
EC
T
Signature
Renewal Date
Date
Robe
rt
B . Schott3
695
AA
4’-0" Min from Edge
of Traveled Way
Staple
2’-0" Min
4’-0" Max
Sheet F
low
FLOW
ROADWAY
Edge of Traveled Way
Spillways
FLOWFLOW
Curb or Dike
6" x 6" Trench
Sheet Flo
w
Sheet Flow
Sheet F
low
Sheet Flo
w
Sheet Flow
Spillway
Interval (See Table)
Spillway
FLOW
6’-0" Min
ROADWAY
Drainage Inlet
Curb or Dike
Shoulder Backing
Sidewalk or
SLOPE OF ROADWAY (PERCENT) 8 to 10
For slope of less than 1%, install barriers only if erosion/sediment is prevalent
100’ 75’ 50’ 25’ 12’
10+
8"
2"
1 to 3.9 4 to 5.9 6 to 7.9
NOTES:
Install gravel-filled bags flush
against curb or dike face.
�
4’-0"
Typ
�
To accompany plans dated
7-11-08
(GRAVEL BAG BERM)
Linear Sediment
Barrier (Gravel Bag
Berm Shown)
End of Gravel Bag Berm
Construct Gravel Bag Berm
by tightly abutting gravel-filled
bags to eliminate gaps and voids
Gravel Bag Berm
Construct Gravel Bag Berm
by tightly abutting gravel-filled
bags to eliminate gaps and voids
Place additional bags on top of
curb and upstream of Gravel Bag
Berm to prevent over topping.
(GRAVEL BAG BERM)
INTERVAL BETWEEN BERM
GRAVEL BAG BERM (TYPE 3A) SPACING TABLE
Linear Sediment Barrier
(Gravel Bag Berm Shown)
Trench and embed erosion
control blanket or geosynthetic
fabric in trench adjacent to
drainage inlet
Erosion Control Blanket
or Geosynthetic Fabric
Place safety cones adjacent to drainage
inlet protection.
Dimensions may vary to fit field conditions.
Install a minimum of 3 gravel bag berms
upstream of each drainage inlet to be
protected.
Position erosion control blanket or
geosynthetic fabric at edge of concrete
apron and secure in trench.
Erosion control blanket or geosynthetic fabric
is not required if the area adjacent to
the drainage inlet is vegetated or paved.
Secure Erosion Control
Blanket or Geosynthetic
Fabric with Staples
(See Note 5)
Edge of Erosion Control
Blanket or Geosynthetic Fabric
16 gauge
Steel wire
Gravel Bag Berms placed
to intercept runoff from
converging directions
Stack gravel-filled bags 1-layer high
for spillway and 2-layers high for
remaining bermExtend as necessary to force
ponded runoff over spillway
instead of out flanking around
end of berm.
August 15, 2008
11-04-08
08-11-08
NSP T62 DATED AUGUST 15, 2008 SUPPLEMENTS
THE STANDARD PLANS BOOK DATED MAY 2006.
12 Ora 57,90 Var 18 30
1-3-11
DIST COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
NO.
TOTAL
SHEETS
PLANS APPROVAL DATE
The State of California or its officers or
agents shall not be responsible for the accuracy
sheet.
or completeness of electronic copies of this plan
LICENSED LANDSCAPE ARCHITECT
2006 N
EW
S
TA
ND
AR
D P
LA
N N
SP
T
64
NEW STANDARD PLAN NSP T64
LI
CE
NS
E DL A N D S A PE AR CH
IT
EC
T
Signature
Renewal Date
Date
Robe
rt
B . Schott3
695
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
NO SCALE
TEMPORARY WATER POLLUTION
CONTROL DETAILS
(TEMPORARY DRAINAGE
INLET PROTECTION)
Drainage Inlet with
Sediment Filter Bag
Sediment Filter Bag
Catch basin
Flo
w
A
A
B B
Pavement Surface
NOTES:
Drainage Inlet Grate
Dump straps (2 each)
Lifting loops (2 each)
Sediment Filter Bag
Expansion Restraint
Catch basin
Curb or Dike
Drainage Inlet
Flow
�
10’-0" Min10’-0" Min
�
FLOW
ROADWAY
Curb or Dike
SECTION B-B
SECTION A-A
PLAN
TEMPORARY DRAINAGE
INLET PROTECTION (TYPE 5)
(SEDIMENT FILTER BAG)
SEDIMENT FILTER BAG DETAIL
To accompany plans dated
Linear Sediment Barrier
(Temporary Silt Fence Shown)
Linear Sediment Barrier
(Temporary Silt Fence Shown)
See Standard Plan T51 for Temporary Silt Fence.
Dimensions may vary to fit field conditions.
1.
2.
7-11-08
Rigid Plastic Barrier
(Extends beyond grate)
TEMPORARY DRAINAGE
INLET PROTECTION (TYPE 6A)
SECTION
(CATCH BASIN WITH GRATE)
Gravel-filled Bag
(Place one bag at each end)
PERSPECTIVE
TEMPORARY DRAINAGE
(CURB INLET WITHOUT GRATE)
INLET PROTECTION (TYPE 6B)
Flexible Sediment Barrier
(Rigid Plastic Barrier Shown)
Curb or Dike
Pavement Surface
Catch basin
Linear Sediment Barrier
(Fiber Roll Shown)
Flow
Gravel-filled Bag
(Place one bag at each end)
Curb Inlet
Sidewalk
Sidewalk
Flow
Flow
�
NSP T64 DATED AUGUST 15, 2008 SUPPLEMENTS
THE STANDARD PLANS BOOK DATED MAY 2006.
August 15, 2008
11-04-08
08-11-08
12 Ora 57,90 Var 19 30
1-3-11
DIST COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
NO.
TOTAL
SHEETS
PLANS APPROVAL DATE
The State of California or its officers or
agents shall not be responsible for the accuracy
sheet.
or completeness of electronic copies of this plan
LICENSED LANDSCAPE ARCHITECT
NO SCALE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
Temporary silt fence and temporary
straw bale barrier shown for reference
purposes only.
1.
CLCL
CL
High visibility
fabric
PLACEMENT DETAIL
FOR TEMPORARY SILT FENCE
AND TEMPORARY STRAW BALE BARRIER
USED WITH TEMPORARY FENCE (TYPE ESA)
2’-0"
Max
2’-0"
Max
KEEP OUT
Protected Area
8 �" M
in
TEMPORARY WATER POLLUTION
CONTROL DETAILS
[TEMPORARY FENCE (TYPE ESA)]
SECTIONSECTION
SIGN DETAIL
SECTION
11" Min
14" Max
Post
ESA
4’-0"
1’-3"
Flow
Flow
(See Note 1 )(See Note 1 )
TEMPORARY FENCE (TYPE ESA)
NOTE:
11" M
ax
WhiteBlack letters
Signature
Renewal Date
Date
Robe
rt
B . Schot
3
695
2’-0"
Max
1"
Min
1 �"
Min
To accompany plans dated
Construction
Activities
ESAConstruction
Activities
ESAConstruction
Activities
Min
Temporary linear sediment barrier
(temporary silt fence shown)
Temporary linear
sediment barrier
(temporary silt
fence shown)
Temporary linear sediment barrier
(temporary straw bale barrier shown)
PLACEMENT DETAIL
FOR TEMPORARY LINEAR SEDIMENT BARRIER
USED WITH TEMPORARY
FENCE (TYPE ESA)
1-7-09
Temporary Fence
(Type ESA)
Temporary Fence
(Type ESA)
20
06
N
EW
S
TA
ND
AR
D P
LA
N N
SP
T
65
NEW STANDARD PLAN NSP T65
April 3, 2009
TT
EC
HI
ARC
C APED SANL
S
ED
EN
CL
I
11-30-10
2-25-09
NSP T65 DATED APRIL 3, 2009 SUPPLEMENTS
THE STANDARD PLANS BOOK DATED MAY 2006.
t
12 Ora 57,90 Var 20 30
1-3-11
DIST COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
NO.
TOTAL
SHEETS
PLANS APPROVAL DATENo.
Exp.
RE
GI
ST
ER
E
D
PR O F ESS I O N
AL
E
NG
IN
EE
R
S
TA
TE OF CAL IFOR N
IA
REGISTERED CIVIL ENGINEER
The State of California or its officers or
agents shall not be responsible for the accuracy
sheet.
or completeness of electronic copies of this plan
NO SCALE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
JOINT SEALS
Efthymios
Delis
C51434
6-30-08
CIVIL
Waterstop
when required
Edge of
girder
Round openings
Waterstop when
required
Edge of girder
Seal
~
CONCRETE BARRIER AND SIDEWALK CONCRETE BARRIER
JOINT SEALS DETAILS
Bend seal as shown, 6" Min,
1
Opening in barrier to match width of sawn deck joint.
Sawcut groove widths shall be as ordered by the Engineer.
2
Other depths must be approved by the Engineer.
2
3
4
5
6
NOTES:
MR (movement rating) as shown on other plan sheets.
Make smooth cuts from the bottom of seal to 1�" clear
of top leaving at least one complete cell between the top of
the cut and top of the seal. When necessary cut back of
seal to clear conduit and round openings.
Movement Rating
Deck Concrete Placed
5 WinterFall-
SpringSummer
(MR) Bridge
Type
"a" Dimension
2"
1�"
�"
All except
All except
All except
All except
1�"
1�"
1�"
1"
1"
�"
�"
�"
1�"
1"
1"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
�"
DIMENSIONS "a" OF JOINT REQUIRED
CIP/PS
CIP/PS
CIP/PS
CIP/PS
CIP/PS
CIP/PS
CIP/PS
CIP/PS
2
Min � radius to be 4 times uncompressed
barrierbarrier
In lieu of saw cutting,
this area may be blocked
out and reconstructed to
match saw cutting on
both sides.
ConcreteConcrete
Joint
width of seal or as recommended by the
manufacturer, whichever is greater
2
Top of deck or
top of header
Expanded
polystyrene
Depth
Width
protection on concrete placement
4
3
~
FORMING DETAIL SAWCUT DETAIL
�" Max thickness hardboard
�" Bevel
"a""a"
side, or sides
saw
cut
dep
th
�"
groove width.
Prime concrete contact
by manufacturer
surfaces when required
�"
Glazed polyethylene
foam or glazed open
Uncompressed width/
diameter to be 25%
greater than actual
TYPE A SEAL TYPE AL SEAL
�" Radius
cell backer rod.
Longitudinal joints only
Downturn detail
Radius as required
for smooth bend
Upturn detail
sealer and cut to hole
1
45^
Max
(MAXIMUM MOVEMENT
RATING = 2")
20
06
RE
VIS
ED
ST
AN
DA
RD
PL
AN
RS
P B
6-2
1
DETAIL A
Bend as per "Detail A"
Bend as per "Detail A"
low end of seal only
Skew
PLAN OF JOINT (SKEW < 20^)
6 4D
epth
Seal
Top of waterstop
(When required)�"
2"
2IN MINIMUM WIDTH POSITION (W )
TYPE B JOINT SEAL
8" M
in
�"
Min
Clr
#3
�" Fillet (lubricant adhesive)
�" Bevel
Illustration of preformed
elastomeric joint seal
TYPE B SEAL
PLAN OF JOINT (SKEW > 20^)
NOTE:
Skew
Drill �" hole and remove wedge
Drill �" hole thru
Top of seal
�" S
ilico
ne seal
�" (MR < 1")
�" (MR > 1")
�" (M
R <
1
")
�" (M
R >
1
")
Movement rating : Silicone = 1" Max
1"
Type B - Depth to be equal to or greater
than the depth of seal measured along
the contact surface, when compressed
to minimum width position (W ) plus
dimensions shown.
NOTE:
The Contractor shall verify all controlling field
dimensions before ordering or fabricatiing any
material.
Type "B" seal shown. Type "A" seals to comform to the general path of seal shown,
cuts for bending not required. Bend Type "A" seals 3" up into curb or barrier rail
on only the low end of the seal.
To accompany plans dated
REVISED STANDARD PLAN RSP B6-21
Silicone Seal : 1"-3" (MR < 1")
Movement Rating < 2"
5-8-07
Depth of sawcut: Type A - Depth to be 2" minimum.
2" M
in
�"
�"
RSP B6-21 DATED OCTOBER 5, 2007 SUPERSEDES STANDARD PLAN B6-21
DATED MAY 1, 2006 - PAGE 258 OF THE STANDARD PLANS BOOK DATED MAY 2006.
October 5, 2007
12 Ora 57,90 Var 21 30
1-3-11
Indicates existing.
LEGEND:
Indicates direction of traffic.
NOTE:
THE CONTRACTOR SHALL VERIFY ALL
CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING
ANY MATERIAL.
GENERAL PLAN NO. 1
08-18-10 09
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
12-0L160FILE =>
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>1
3:4
60
7-JA
US
ER
NA
ME
=>
trric
STRUCTURES MAINTENANCE GENERAL PLAN SHEET (ENGLISH) (REV. 2/4/05)
DESIGN ENGINEER
DESIGN
DETAILS
QUANTITIES
BY
BY
BY
CHECKED
CHECKED
CHECKED
SPECIFICATIONS
LOAD FACTOR
DESIGN
BY
BY
LAYOUT
LIVE LOADING: HS20-44 AND ALTERNATIVE
AND PERMIT DESIGN LOAD
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
CU
EA
CHECKED
PLANS AND SPECS
COMPARED
POST MILE
BRIDGE NO.
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OF
DIST COUNTY ROUTESHEET TOTAL
PLANS APPROVAL DATENo.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
E
NG
IN
EE
R
S
TA
TE OF C
A
L IFORNI
A
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
POST MILES
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
DIVISION OF MAINTENANCE
STRUCTURE MAINTENANCE
DESIGN
REVISION DATES
TONY D. BRAKE
Clayton Tom Clayton Tom
0L1601
12
Various
Varies
01
Tony Brake
Tony Brake
Tony Brake
06/30/12
Tony D. Brake
C57863
Indicates location of existing joint seal removal,
clean expansion joint and placement of new joint
seal.
Tony Brake
Indicates limits of clean and treat bridge
deck with high molecular weight methacrylate.
Prior to bridge deck treatment, remove unsound
concrete and patch with rapid setting concrete.
Br No. 55-0399, Rte 57, PM 12.27
Scale 1"=30’
STADIUM OH
20
’4
8’
15
’4
8’
51
’
BB
4 25’- 1 " ¨
Ab
ut
1
Abut 7
Be
nt
2
Be
nt
3
Be
nt
4
Bent 5
Bent 6
Bent 6
A
To Santa Ana
To Pom ona
� Rte 57
N 24 ^ 4 9’0 1 " W
N 69
^58
’48
"
W
�
Douglass
St
S27
^4
1’0
9"
W
S
65
^1
0’5
9"
W
N 1 9^ 56 ’32 " W
Ram p C- 1
Ram p C- 2
25
’5
8’
63
’
53
’
’
SHEET NO. TITLESHEET NO. TITLE
DETAIL NO.
STANDARD PLAN SHEET NO.
STANDARD PLANS DATED MAY 2006 INDEX TO PLANS
ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2)
ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2)
SYMBOLS (SHEET 1 OF 2)
SYMBOLS (SHEET 2 OF 2)
JOINT SEALS (MAXIMUM MOVEMENT RATING = 2")
A10A
A10B
A10C
A10D
RSP B6-21
25
’
EB
Skew
4 0 ^ ¨
253 254 255 256 257 258259
Total Length of Bri dge
GENERAL PLAN NO. 1
GENERAL PLAN NO. 2
GENERAL PLAN NO. 3
GENERAL PLAN NO. 4
GENERAL PLAN NO. 5
GENERAL PLAN NO. 6
MISCELLANEOUS DETAILS NO. 1
MISCELLANEOUS DETAILS NO.2
STRUCTURE APPROACH TYPE R(30D)
1
2
3
4
5
6
7
8
9
09-16-10
Indicates limits of place new joint seal at
structure approach.
Ramesh Patel
Ramesh Patel
� U.P.R.R.
ROUTE 57,90 BRIDGES
Structure approach
type R(30D)
Structure approach
type R(30D)
09-27-10
**
Indicates limits of paving notch extension.
Indicates limits of remove and replace structure
approach slab.
*
Kevin Ellingson Kevin Ellingson
10-13-10 11-01-10
11-03-10
11-03-10
QUANTITIES
PUBLIC SAFETY PLAN
REMOVE UNSOUND CONCRETE
CLEAN BRIDGE DECK
AGGREGATE BASE (APPROACH SLAB)
STRUCTURAL CONCRETE, APPROACH SLAB (TYPE R)
PAVING NOTCH EXTENSION
CLEAN EXPANSION JOINT
RAPID SETTING CONCRETE (PATCH)
JOINT SEAL (MR 2")
TREAT BRIDGE DECK
FURNISH BRIDGE DECK TREATMENT MATERIAL
LUMP SUM
200 CF
79,000 SQFT
5 CY
50 CY
34 CF
386 LF
200 CF
431 LF
79,000 SQFT
990 GAL
STADIUM OVERHEAD #55-0399
1-3-11
Ora Var 22 3057,9012
Indicates existing.
LEGEND:
Indicates direction of traffic.
NOTE:
THE CONTRACTOR SHALL VERIFY ALL
CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING
ANY MATERIAL.
GENERAL PLAN NO. 2
08-18-10 09
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
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STRUCTURES MAINTENANCE GENERAL PLAN SHEET (ENGLISH) (REV. 2/4/05)
DESIGN ENGINEER
DESIGN
DETAILS
QUANTITIES
BY
BY
BY
CHECKED
CHECKED
CHECKED
SPECIFICATIONS
LOAD FACTOR
DESIGN
BY
BY
LAYOUT
LIVE LOADING: HS20-44 AND ALTERNATIVE
AND PERMIT DESIGN LOAD
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
CU
EA
CHECKED
PLANS AND SPECS
COMPARED
POST MILE
BRIDGE NO.
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OF
DIST COUNTY ROUTESHEET TOTAL
PLANS APPROVAL DATENo.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
E
NG
IN
EE
R
S
TA
TE OF C
A
L IFORNI
A
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
POST MILES
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
DIVISION OF MAINTENANCE
STRUCTURE MAINTENANCE
DESIGN
REVISION DATES
TONY D. BRAKE
Clayton Tom Clayton Tom
0L1601
12
Various
Varies
02
Tony Brake
Tony Brake
Tony Brake
06/30/12
Tony D. Brake
C57863
Tony Brake
Indicates limits of clean and treat bridge
deck with high molecular weight methacrylate.
Prior to bridge deck treatment, remove unsound
concrete and patch with rapid setting concrete.
Br No. 55-0401, Rte 57, PM 12.54
Scale 1"=20’
KATELLA AVENUE UC
BB
Abut 3B
ent
2
N 2 4 ^ 4 9 ’01 " W
� Rte 57
�
Kat
ella
Av
e N 88^53’52" WRa
dial
R am p C-6
N 00^ 4 0 ’00" E
To Santa Ana
To Pom ona
2 ^ ¨
Skew
15’
48’-0"
10
’
267
268
269
2
7
0
271
20
’¨
5’¨
Ab
ut
1
51
’
48
’-0"
1 97 ’- 1 0" ¨
EB
Ram p C- 3
48
’-
0"
15
’1
5’
12
’2
0’
20
’¨
5’¨
20
’¨ Total L ength of Bri dge
09-16-10
Ramesh Patel
Ramesh Patel ROUTE 57,90 BRIDGES
09-27-10
Kevin Ellingson Kevin Ellingson
10-13-10 11-01-10
11-03-10
11-03-10
QUANTITIES
PUBLIC SAFETY PLAN
REMOVE UNSOUND CONCRETE
CLEAN BRIDGE DECK
RAPID SETTING CONCRETE (PATCH)
TREAT BRIDGE DECK
FURNISH BRIDGE DECK TREATMENT MATERIAL
LUMP SUM
90 CF
36,000 SQFT
90 CF
36,000 SQFT
450 GAL
KATELLA AVENUE UC #55-0401
3023Var57,90Ora12
1-3-11
Indicates existing.
LEGEND:
Indicates direction of traffic.
NOTE:
THE CONTRACTOR SHALL VERIFY ALL
CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING
ANY MATERIAL.
GENERAL PLAN NO. 3
08-18-10 09
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
12-0L160FILE =>
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-JA
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=>
trric
STRUCTURES MAINTENANCE GENERAL PLAN SHEET (ENGLISH) (REV. 2/4/05)
DESIGN ENGINEER
DESIGN
DETAILS
QUANTITIES
BY
BY
BY
CHECKED
CHECKED
CHECKED
SPECIFICATIONS
LOAD FACTOR
DESIGN
BY
BY
LAYOUT
LIVE LOADING: HS20-44 AND ALTERNATIVE
AND PERMIT DESIGN LOAD
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
CU
EA
CHECKED
PLANS AND SPECS
COMPARED
POST MILE
BRIDGE NO.
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OF
DIST COUNTY ROUTESHEET TOTAL
PLANS APPROVAL DATENo.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
E
NG
IN
EE
R
S
TA
TE OF C
A
L IFORNI
A
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
POST MILES
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
DIVISION OF MAINTENANCE
STRUCTURE MAINTENANCE
DESIGN
REVISION DATES
TONY D. BRAKE
Clayton Tom Clayton Tom
0L1601
12
Various
Varies
03
Tony Brake
Tony Brake
Tony Brake
06/30/12
Tony D. Brake
C57863
Tony Brake
Indicates limits of clean and treat bridge
deck with high molecular weight methacrylate.
Prior to bridge deck treatment, remove unsound
concrete and patch with rapid setting concrete.
Br No. 55-0524, Rte 57, PM 13.42
Scale 1"=20’
BALL ROAD OC
Br No. 55-0525, Rte 57, PM 14.78
Scale 1"=20’
LINCOLN AVENUE OC
41403938
To L os An geles
To Anahei m
BB EB
� Ball R dS 89^ 02 ’05" E
Si dewalk
�
Rt
e
57
Be
nt
2
Ab
ut
1
Ab
ut
3
Raised Curb
288’- 1 0" ¨
38
’-
0"
’3
8-
0"
Total Len gth of Bri dge
Si dewalk
To Anahei m
To L os Angeles
EB
42
BB
414039
� Li ncoln AveS 7 8^ 01 ’24 " E
�
Rt
e
57
Be
nt
2
Ab
ut
1
Ab
ut
3
252’- 1 0" ¨
38
’-
0"
38
’-
0"
Total L ength of Bri dge
Sk e w
Sk
e w
Si dewalk
Si dewalk
09-16-10
ROUTE 57,90 BRIDGES
N
01
^0
1’3
6"
E
Raised curb
Ramesh Patel
Ramesh Patel
09-27-10
Kevin Ellingson Kevin Ellingson
10-13-10 11-01-10
11-03-10
11-03-10
QUANTITIES
PUBLIC SAFETY PLAN
REMOVE UNSOUND CONCRETE
CLEAN BRIDGE DECK
RAPID SETTING CONCRETE (PATCH)
TREAT BRIDGE DECK
FURNISH BRIDGE DECK TREATMENT MATERIAL
LUMP SUM
55 CF
21,950 SQFT
55 CF
21,950 SQFT
275 GAL
QUANTITIES
PUBLIC SAFETY PLAN
REMOVE UNSOUND CONCRETE
CLEAN BRIDGE DECK
RAPID SETTING CONCRETE (PATCH)
TREAT BRIDGE DECK
FURNISH BRIDGE DECK TREATMENT MATERIAL
LUMP SUM
50 CF
19,215 SQFT
50 CF
19,215 SQFT
240 GAL
LINCOLN AVENUE OC #55-0525
BALL ROAD OC #55-0524
3024Var57,90Ora12
1-3-11
Indicates existing.
LEGEND:
Indicates direction of traffic.
NOTE:
THE CONTRACTOR SHALL VERIFY ALL
CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING
ANY MATERIAL.
GENERAL PLAN NO. 4
08-18-10 09
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
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STRUCTURES MAINTENANCE GENERAL PLAN SHEET (ENGLISH) (REV. 2/4/05)
DESIGN ENGINEER
DESIGN
DETAILS
QUANTITIES
BY
BY
BY
CHECKED
CHECKED
CHECKED
SPECIFICATIONS
LOAD FACTOR
DESIGN
BY
BY
LAYOUT
LIVE LOADING: HS20-44 AND ALTERNATIVE
AND PERMIT DESIGN LOAD
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
CU
EA
CHECKED
PLANS AND SPECS
COMPARED
POST MILE
BRIDGE NO.
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OF
DIST COUNTY ROUTESHEET TOTAL
PLANS APPROVAL DATENo.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
E
NG
IN
EE
R
S
TA
TE OF C
A
L IFORNI
A
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
POST MILES
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
DIVISION OF MAINTENANCE
STRUCTURE MAINTENANCE
DESIGN
REVISION DATES
TONY D. BRAKE
Clayton Tom Clayton Tom
0L1601
12
Various
Varies
04
Tony Brake
Tony Brake
Tony Brake
06/30/12
Tony D. Brake
C57863
Indicates location of existing joint seal removal,
clean expansion joint and placement of new joint
seal.
Tony Brake
Indicates limits of clean and treat bridge
deck with high molecular weight methacrylate.
Prior to bridge deck treatment, remove unsound
concrete and patch with rapid setting concrete.
Br No. 55-0446, Rte 57, PM 15.58
Scale 1"=30’
ROUTE 57/91 SEPARATION
S57-E91/91 CONNECTOR SEPARATION
Br No. 55-0446F, Rte 57, PM 15.59
Scale 1"=30’
Br No. 55-446-QR
Br No. 55-446-QL
�
Rte
91
� Rte 57 N 04 ^ 2 3’57 " E
428 429 430
BB
EB
10
’4
8’-
0"
15
’
48
’-
0"
10
’
Structure approach
type R(30D)
To Pom ona
To Santa Ana
262 ’- 2"
25%%dSkew
�
Rt
e
91
255’- 4 " ¨
� R am p 6 N 08^ 26’00" E
Be
nt
2
Ab
ut
1
Ab
ut
3
2 1 ^
Skew
BB 19 20 21 22EB 22
’¨
15
’
To Rte 9 1
Indicates limits of prepare concrete bridge
deck surface, furnish and place new minimum �"
depth polyester concrete overlay. Prior to placing
new polyester concrete overlay, remove unsound
concrete and patch with rapid setting concrete.
Indicates limits of remove and replace structure
approach slab.
09-16-10
Ab
ut
1
Ab
ut
3
Be
nt
2
New Polyester Concrete overlay
30’¨
*
30’¨
*
Existing
Deck
Surface
BB EB
SECTION A-A
No Scale
Limits of remove existing concrete surfacing 0 inch min to
� inch maximum full width. Grind flush to conform with
existing profile.
*
ROUTE 57,90 BRIDGESRamesh Patel
Ramesh Patel
S
60
^4
0’
10
"
E
Indicates limits of place new joint seal at
structure approach.
AA
09-27-10
Indicates limits of paving notch extension.*
Kevin Ellingson Kevin Ellingson
*
10-13-10 11-01-10
QUANTITIES
PUBLIC SAFETY PLAN
REMOVE UNSOUND CONCRETE
CLEAN BRIDGE DECK
AGGREGATE BASE (APPROACH SLAB)
STRUCTURAL CONCRETE, APPROACH SLAB (TYPE R)
PAVING NOTCH EXTENSION
CLEAN EXPANSION JOINT
RAPID SETTING CONCRETE (PATCH)
JOINT SEAL (MR �")
TREAT BRIDGE DECK
FURNISH BRIDGE DECK TREATMENT MATERIAL
LUMP SUM
100 CF
38,280 SQFT
8 CY
80 CY
52 CF
200 LF
100 CF
278 LF
38,280 SQFT
480 GAL
ROUTE 57/91 SEPARATION #55-0446
QUANTITIES
PUBLIC SAFETY PLAN
REMOVE CONCRETE DECK SURFACE
REMOVE UNSOUND CONCRETE
PREPARE CONCRETE BRIDGE DECK SURFACE
RAPID SETTING CONCRETE (PATCH)
FURNISH POLYESTER CONCRETE OVERLAY
PLACE POLYESTER CONCRETE OVERLAY
LUMP SUM
1,320 SQFT
15 CF
5,620 SQFT
15 CF
350 CF
5,620 SQFT
11-03-10
11-03-10
S57-E91/91 CONNECTOR SEPARATION #55-0446F
3025Var57,90Ora12
1-3-11
Indicates existing.
LEGEND:
Indicates direction of traffic.
NOTE:
THE CONTRACTOR SHALL VERIFY ALL
CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING
ANY MATERIAL.
GENERAL PLAN NO. 5
08-18-10 09
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
12-0L160FILE =>
TIM
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=>
DA
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PL
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>13:47
07
-JA
US
ER
NA
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=>
trric
STRUCTURES MAINTENANCE GENERAL PLAN SHEET (ENGLISH) (REV. 2/4/05)
DESIGN ENGINEER
DESIGN
DETAILS
QUANTITIES
BY
BY
BY
CHECKED
CHECKED
CHECKED
SPECIFICATIONS
LOAD FACTOR
DESIGN
BY
BY
LAYOUT
LIVE LOADING: HS20-44 AND ALTERNATIVE
AND PERMIT DESIGN LOAD
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
CU
EA
CHECKED
PLANS AND SPECS
COMPARED
POST MILE
BRIDGE NO.
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OF
DIST COUNTY ROUTESHEET TOTAL
PLANS APPROVAL DATENo.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
E
NG
IN
EE
R
S
TA
TE OF C
A
L IFORNI
A
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
POST MILES
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
DIVISION OF MAINTENANCE
STRUCTURE MAINTENANCE
DESIGN
REVISION DATES
TONY D. BRAKE
Clayton Tom Clayton Tom
0L1601
12
Various
Varies
05
Tony Brake
Tony Brake
Tony Brake
06/30/12
Tony D. Brake
C57863
Indicates location of existing joint seal removal,
clean expansion joint and placement of new
joint seal.
Tony Brake
Indicates limits of clean and treat bridge
deck with high molecular weight methacrylate.
Prior to bridge deck treatment, remove unsound
concrete and patch with rapid setting concrete.
Br No. 55-0459, Rte 57, PM 16.39
Scale 1"=20’
ORANGETHORPE AVENUE UC
Br No. 55-0466, Rte 57, PM 19.58
Scale 1"=20’
ASSOCIATED ROAD UC
472 473
BB EB
10
’1
8’
57
’-
0"
15
’1
5’
48
’-
0"
15
’8
’2
1’
�
Or
an
get
hor
pe
Av
e
N
74
^0
1’4
7"
E
Rte 57SL
E TW
81
’
1 7 3’- 1 0"
To Santa Ana
To Pom ona
3%%d
Skew
To Pom ona
To Santa Ana
BB
EB � Rte 57
�
Ass
oc
iate
d
Rd
24^
Skew
1 52 ’- 0"
Total Length of Bri dg e
Ab
ut
1
Ab
ut
2
48
’-
0"
15
’
48
’-
0"
15
’
Ab
ut
1
Ab
ut
3
Be
nt
2
Stati on L i ne Ram p 3
R am p 5
Ram p 3
640 641
642
8’
21
’8
4’-
0"
51
’1
5’
31
’-
57
’0
"0
1’
09-16-10
ROUTE 57,90 BRIDGESRamesh Patel
Ramesh Patel
N 1 3^ 38’57 " W
09-27-10
Kevin Ellingson Kevin Ellingson
10-13-10 11-01-10
11-03-10
11-03-10
QUANTITIES
REMOVE UNSOUND CONCRETE
CLEAN EXPANSION JOINT
RAPID SETTING CONCRETE (PATCH)
JOINT SEAL (MR �")
1 CF
276 LF
1 CF
276 LF
QUANTITIES
PUBLIC SAFETY PLAN
REMOVE UNSOUND CONCRETE
CLEAN BRIDGE DECK
CLEAN EXPANSION JOINT
RAPID SETTING CONCRETE (PATCH)
JOINT SEAL (MR �")
TREAT BRIDGE DECK
FURNISH BRIDGE DECK TREATMENT MATERIAL
LUMP SUM
90 CF
34,245 SQFT
394 LF
90 CF
394 LF
34,245 SQFT
428 GAL
ORANGETHORPE AVENUE UC #55-0459
ASSOCIATED ROAD UC #55-0466
3026Var57,90Ora12
1-3-11
Indicates existing.
LEGEND:
Indicates direction of traffic.
NOTE:
THE CONTRACTOR SHALL VERIFY ALL
CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING
ANY MATERIAL.
GENERAL PLAN NO. 6
08-18-10 09
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
12-0L160FILE =>
TIM
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ED
=>
DA
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>1
3:4
80
7-JA
US
ER
NA
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=>
trric
STRUCTURES MAINTENANCE GENERAL PLAN SHEET (ENGLISH) (REV. 2/4/05)
DESIGN ENGINEER
DESIGN
DETAILS
QUANTITIES
BY
BY
BY
CHECKED
CHECKED
CHECKED
SPECIFICATIONS
LOAD FACTOR
DESIGN
BY
BY
LAYOUT
LIVE LOADING: HS20-44 AND ALTERNATIVE
AND PERMIT DESIGN LOAD
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
CU
EA
CHECKED
PLANS AND SPECS
COMPARED
POST MILE
BRIDGE NO.
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
SHEET OF
DIST COUNTY ROUTESHEET TOTAL
PLANS APPROVAL DATENo.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
E
NG
IN
EE
R
S
TA
TE OF C
A
L IFORNI
A
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
POST MILES
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
DATE
DIVISION OF MAINTENANCE
STRUCTURE MAINTENANCE
DESIGN
REVISION DATES
TONY D. BRAKE
Clayton Tom Clayton Tom
0L1601
12
Various
Varies
06
Tony Brake
Tony Brake
Tony Brake
06/30/12
Tony D. Brake
C57863
Tony Brake
Indicates limits of clean and treat bridge
deck with high molecular weight methacrylate.
Prior to bridge deck treatment, remove unsound
concrete and patch with rapid setting concrete.
Br No. 55-0469, Rte 90, PM R5.43
Scale 1"=20’
ROUTE 90/57 SEPARATION
� Rte 90
Ra
mp
4
Ra
mp
1
�
Rt
e
57
5455 56
57
BB EB
42
’-
0"
-4
2’
0"
S i
dewalk
S i dewalk
9^¨Skew
24 2 ’- 1 0"¨
Total Len gth of Br i dge
Be
nt
2
Ab
ut
1
Ab
ut
3
To Brea
To Y orba L i nda
KELLOGG DRIVE UC
� Rte 90
356 357 358 359
�
Or
ch
a rd
Dr
N
37
^4
6’4
3"
E
S 53^ 07 ’4 7 " E
Ab
u t 1
Ab
ut
4
B ent
2
Be
nt
3
BB EB
43
’-
0"
To Y orba Li nda
To Rte 4 3
-4
3’
0"
1 50’- 6" ¨
1 ^ ¨Skew
Br No. 55-0339, Rte 90, PM 11.15
No Scale
09-16-10
ROUTE 57,90 BRIDGESRamesh Patel
Ramesh Patel
09-27-10
Kevin Ellingson Kevin Ellingson
10-13-10 11-01-10
11-03-10
11-03-10
QUANTITIES
PUBLIC SAFETY PLAN
REMOVE UNSOUND CONCRETE
CLEAN BRIDGE DECK
RAPID SETTING CONCRETE (PATCH)
TREAT BRIDGE DECK
FURNISH BRIDGE DECK TREATMENT MATERIAL
LUMP SUM
50 CF
20,400 SQFT
50 CF
20,400 SQFT
255 GAL
QUANTITIES
PUBLIC SAFETY PLAN
REMOVE UNSOUND CONCRETE
CLEAN BRIDGE DECK
RAPID SETTING CONCRETE (PATCH)
TREAT BRIDGE DECK
FURNISH BRIDGE DECK TREATMENT MATERIAL
LUMP SUM
30 CF
12,945 SQFT
30 CF
12,945 SQFT
162 GAL
KELLOGG DRIVE UC #55-0339
ROUTE 90/57 SEPARATION #55-0469
3027Var57,90Ora12
1-3-11
HINGEABUTMENT WITH BACKWALLABUTMENT WITH BACKWALL AND PAVING NOTCH BENT OR PIER
Approach slab Bridge limits
backwall (BW)
Joint seal at
Approach slab
backwall (BW)
Joint seal at
Backwall
CLHingeCL
NO SCALE
JOINT SEAL LOCATION
NOTES:
The following notes apply to JOINT SEAL TYPE B:
1) Seal must satisfy both minimum Movement Rating (MR)
and minimum W1 requirements.
2) Minimum W1 is the calculated maximum width of the
joint based on field measurements. After the joints
have been cleaned, minimum W1 is to be recalculated
by the Engineer.
3) W1 shall be the smaller of the values determined as
follows:
A) 0.85 times the manufacturer’s designed minimum
uncompressed width of the seal.
B) The width of the seal on the third successive
test cycle of the pressure deflection test, when
compressed to an average pressure of 3.0 PSI.
4) Bend Type B joint seal 6 inches up into curb or rail on
the low side of the deck where deck joint matches
curb or rail joint.
For details not shown see RSP B6-21 sheet.
Bent
or Pier
Top of
bridge deck
Joint
seal
Waterstop; see
"JOINT SEAL TABLE"
for locations.
The following notes apply to JOINT SEAL TYPE A:
Install Joint Seal (MR = �") or Silicone Joint
Seal 3" up into curb or barrier rail on the
low side of the deck where deck joint aligns
with curb or barrier rail joint.
For details not shown see RSP B6-21 sheet.
Bridge limits
Joint
seal
BARRIER RAIL
JOINT SEAL AT LOW SIDE OF DECK
Note: Details shown for illustration purposes only.
For use only where deck joint matches the
sidewalk, curb or barrier rail joint.
Top of
bridge
deck
Joint
Seal
Joint seal
not shown
Rapid Setting
Concrete patch
Exist reinf
to remain
JOINT SPALL REPAIR DETAIL
Reinforcement may be encountered during deck
concrete removal and is to remain undamaged.
Exist concrete
deck surface
Approximate deck surface
after removing unsound
concrete and cleaning
Joint seal at paving
notch (BB or EB)
Backwall
DIAPHRAGM ABUTMENT
Joint seal at paving
notch (BB or EB)
Approach slab Bridge limits
Sawcut vertical edge
�" depth (Typ)
0L1601
JOINT SEAL TABLE
EXISTING
WATERSTOP
MINIMUM
"MR"
(INCHES)
NO
LOCATION
APPROXIMATE
LENGTH
(FEET)
APPROX DEPTH
OF JOINT
SPALLS (INCHES)
APPROX DEPTH
TO CLEAN
EXP JOINT
(INCHES)
APPROX WIDTH
OF JOINT
SPALLS (INCHES)
APPROX LENGTH
OF JOINT
SPALLS (FEET)
Abut 1 6 3 6 5PN
PN NO 6 3 6
NO 6 3 6
NO 6 3 6
636NO�
Abut 1 PN
PN
636NO�
636NO�
636NO�
BRIDGE
NUMBER
Abut 1 PN
PN
Abut 1 PN
PN
Abut 7 5
5
5
5
5
5
5
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
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D =
>1
3:4
80
7-JA
US
ER
NA
ME
=>
trric
12-0L160FILE =>
BRIDGE NO.
POST MILE
SHEET OF
CU
EA
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
CHECKED
CHECKED
CHECKED
DESIGN
DETAILS
QUANTITIES
BY
BY
BY
DIST COUNTY ROUTESHEET TOTAL
PLANS APPROVAL DATENo.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
E
NG
IN
EE
R
S
TA
TE OF C
A
L IFORNI
A
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
POST MILES
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
REVISION DATES
DIVISION OF MAINTENANCE
DATE
STRUCTURES MAINTENANCE DETAIL SHEET (ENGLISH) (REV. 10/25/05)
Various
Varies
STRUCTURE MAINTENANCE
DESIGN
NOTE:
THE CONTRACTOR SHALL VERIFY ALL
CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING
ANY MATERIAL.
Clayton Tom
Tony Brake
Tony Brake
Tony Brake
06/30/12
Tony D. Brake
C57863
12
09
MISCELLANEOUS DETAILS NO. 1
55-0399
55-0446
55-0459
55-0466
Abut 3
Abut 3
Abut 2
�
�
171
198
07
196
09-02-10 09-16-10
ROUTE 57,90 BRIDGESRamesh Patel
Ramesh Patel
2
2 260
139
139
138
138
09-27-10 10-13-10 11-01-10
11-03-10
11-03-10
3028Var57,90Ora12
1-3-11
Limit of treat and clean bridge deck Limit of treat and clean bridge deck
Limit of treat and clean bridge deckLimit of treat and clean bridge deck Limit of treat and clean bridge deck
Limit of treat and clean bridge deck
Limit of treat and clean bridge deck
EOD BARRIER
MEDIAN BARRIERSIDEWALK BARRIER TYPE 2
SIDEWALK BARRIER TYPE 1RAISED MEDIAN
TYPICAL LIMITS OF DECK WORK
Existing concrete
barrier
Existing concrete
barrier
Existing concrete
barrier
Existing
median concrete
barrier type 60A
Top of existing
concrete deck
Existing concrete
raised medianTop of existing
concrete deck
Top of existing
concrete deck
Top of existing
concrete deck
Top of existing
concrete deck
original deck surface with rapid setting
concrete patch.
DECK DAMAGE REPAIR DETAIL
Exist reinf
to remain
Exist concrete deck
surface
Rapid Setting
Concrete patch
Exist reinf
to remain
Approximate deck surface
after removing unsound
concrete and cleaning
Location will be determined by the Engineer.
Reinforcement may be encountered during
deck concrete removal and is to remain undamaged.
DECK REPAIR NOTES:
1. Existing reinforcement shall be protected
in place during unsound concrete removal
and patching operations.
to repair any reinforcement that is
accidently cut by saw cutting operations.
3. When existing transverse reinforcement is
exposed in the deck surface, saw cutting
may be waived with the approval of the Engineer.
or the concrete cover over the top steel
reinforcing bars, whichever is less.
5. Remove unsound Portland Cement concrete
and unsound concrete patches to expose
sound, hard concrete substrate. Replace
2. It is the responsibility of the Contractor
NO SCALE
APPROXIMATE
DEPTH
(INCHES)
APPROXIMATE
AREA DAMAGED
(%)
BRIDGE
NUMBERBRIDGE NAME
Sawcut vertical edge
�" depth (Typ)
1
1
1
1
3
3
3
3
0L1601
1
1
1
1
3
3
3
3
4. The saw cut depth shall not exceed � inch
DECK REPAIR TABLE
REMOVE UNSOUND CONCRETE AND RAPID SETTING CONCRETE (PATCH)
1 3
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
TIM
E P
LO
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=>
DA
TE
PL
OT
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D =
>1
3:4
80
7-JA
US
ER
NA
ME
=>
trric
12-0L160FILE =>
BRIDGE NO.
POST MILE
SHEET OF
CU
EA
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS0 1 2 3
CHECKED
CHECKED
CHECKED
DESIGN
DETAILS
QUANTITIES
BY
BY
BY
DIST COUNTY ROUTESHEET TOTAL
PLANS APPROVAL DATENo.
Exp.
CIVIL
RE
GI
ST
ER
E
D
PR O F E S S I O N
AL
E
NG
IN
EE
R
S
TA
TE OF C
A
L IFORNI
A
REGISTERED CIVIL ENGINEER
NoTOTAL PROJECT SHEETS
POST MILES
The State of California or its officers or agents
completeness of electronic copies of this plan sheet.
shall not be responsible for the accuracy or
REVISION DATES
DIVISION OF MAINTENANCE
DATE
STRUCTURES MAINTENANCE DETAIL SHEET (ENGLISH) (REV. 10/25/05)
Various
Varies
STRUCTURE MAINTENANCE
DESIGN
NOTE:
THE CONTRACTOR SHALL VERIFY ALL
CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING
ANY MATERIAL.
Clayton Tom
Tony Brake
Tony Brake
Tony brake
06/30/12
Tony D. Brake
C57863
12
09
MISCELLANEOUS DETAILS NO. 2
Stadium OH
Katella Avenue UC
Ball Road OC
Lincoln Avenue OC
Route 57/91 Separation
Orangethorpe Avenue UC
Route 90/57 Separation
Kellogg Drive UC
55-0399
55-0401
55-0524
55-0525
55-0446
55-0446F
55-0459
55-0469
55-0339
Exist concrete deck
surface
New �" min and varies depth
polyester concrete overlay
For "T" > 3" use rapid
setting concrete patch to
bottom of overlay
Sawcut vertical edge
�" (Typ)
Roadway
Exist reinf
Location will be determined by the Engineer.
Reinforcement may be encountered during
deck concrete removal.
"T
"
Face of
barrier
0809-02-10 09-16-10
S57-E91/91 Conn Sep
DECK OVERLAY DETAIL (Br 55-0446F)
ROUTE 57,90 BRIDGESRamesh Patel
Ramesh Patel
09-27-10 10-13-10 11-01-10
11-03-10
11-03-10
3029Var57,90Ora12
1-3-11
0L1601
X
06/30/12
Tony D. Brake
C57863
12
NOTES:
1.
2.
3.
4.
5.
STRUCTURE APPROACH TYPE R(30D)
and main reinforcement.
C
C
A A
Transverse Contact
Existing roadway
pavement
Bridge deck
BB or EB
PLAN
End of
wingwall
Retaining wall
Longitudinal const.
joint.
( See Note 3 )
A A
Parallel to face
of paving notch for
skews up to 10o
Existing roadway
pavement
typ
and bottom tot 6
Pav
em
en
t w
id
th
End of
Structure Approach
STRUCTURE APPROACH - END STAGGER DETAIL
BAR CHAIR DETAIL
1
4
SECTION A-A
+ -
longitudinally
clr
clr
match existing or proposed
13
12
"
Match existing
bridge deck grade
B6-21
Drill & bond #5
Building paper
Paving notch
STAGE 1 STAGE 2
STAGE 1 STAGE 2
iron or steel
coupling nut
recessed key
Drill and bond
recessed key
STAGE 1 STAGE 2
NEW CONST.
LONGITUDINAL CONSTRUCTION
EXISTING
STRUCTURE
APPROACH
JOINT ALTERNATIVESSee Note 1
/
/
must be approved
by the Engineer
3’-0"
max
Drill and bond
See Note 2
TIE DETAIL
SECTION C-C
Low side only
APPROACH SLAB TRANSVERSE CONTACT JOINT
APPROACH SKEW WITH AC ROADWAY
PAVEMENT
Parallel to face
of paving notch
Parallel to face
of paving notch
Stagger at each
lane line
WITH PCC ROADWAY
PAVEMENT
Contact joint for
PCC Pavement
DETAIL A
10"
Building
paper
DETAIL C
/
See Note 3
NOTE:
THE CONTRACTOR SHALL VERIFY ALL
CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING
ANY MATERIAL.
30’-0" min 30’-0" min
30’-0" min
30’-0" min
3"
paving notch,
2"
2"
2" clr
2" clr
2" clr
3"
/3"
#5 x 1’-9" @ 12
3"
3"
See Note 1 and
Pay limits for Structural Concrete, Approach Slab
Transverse contact joint,
of barrier
Front face
SKEW < 10^
bars
SKEW > 10^
extension,if required
existing,see Note 2
30’-0" min. see Note 4
pavement.See Note 5
Existing
barrier
for AC Pavement
Contact joint
L
2’-4" PVC conduit
other depths
1’-0" into existing
For details not shown or noted,see Structure Plans.
Adjust bar reinforcement to clear a sawcut for
sealed joint,when required.
Space to avoid existing prestress anchorages
from an existing or constructed weakened plane joint.
For transverse contact joint with new PCC paving.
Parallel to face of
P N use (Detail A)
Parallel to face of
P N use (Detail A)
"b" bars
See "Approach Slab
Joint" table
"a"
see "Detail C"
See "Tie Detail"
"a" bars
"b" bars
See "Road Plans"
See "Detail B"
"b" bars
"a" bars
"b" bars
"a" bars
"a" bars
NOTE: For details not shown,see "Section A-A".
bar @ 12" centers
Structure approach
2"
seal
Pourable
�" x �" x 8" flat
bar @ 12" centers
Structure approach
2"
seal
Pourable
�" x �" x 8" flat
9^
DETAIL B
* *
* (TO BE USED WITH TYPE 25 OR TYPE 27
CONCRETE BARRIER)
(TO BE USED WITH TYPE 732 OR TYPE 736
CONCRETE BARRIER)
*
See
"Detail A"
Limit of
excavation for
constucting
paving notch
extension
Polystyrene
around anchor
assembly
6. Couplers are required for stage construction.
Drill and bond
Longitudinal construction joints,when permitted by
the Engineer,shall be located on lane lines.
See Note 6
7. End angle or plate at beginning of barrier
transition, end of wingwall or end of structure
approach as applicable.
(See "Note 7"). Low side only (See "Note 7"). Low side only
refer to Standard Plan P10.
6"
#6 x 8’-0" top
For 9"
#5 tot 2
@ 18, 1’-0" into
9"
6"
6"
transversely and 4’-0"
1’-6"
@ 6#6 @ 12
#8 @ 6
#5 @ 12
1’-0"
4"
4"
2�"
�" malleable 1�" x 3�"continuous
1’-3"
min.
lap
�" 0 rod x 1’-0"
@ 12. Thread one end 6" 6"
1�" x 3�" continuous
into 6" deep hole
6"
P 2�" x �" x 2�"
with 1" 0 hole
�" 0 rod @ 24, with nut and threaded
ends.Rod to be encased in 1" 0 x
8" clear,
4" 2�" clr
30^
9"
6"
9"
#5 tot 3
#51’-6"
@ 6
2" x 5" expanded polystyrene
60^
�" max
3" x 3" x �" angle (Galvanized)
6"
Place �" hardwood between slab
and wingwall, with smooth side
toward wingwall
60^
�" max
6" x �" plate (Galvanized)
6"
Transverse contact joint shall be a minimum of 5’-0"
30^ 30^
#5 x 1-’9" @ 12
< 10^
10^ - 45^
> 45^
Stagger lines 24’
to 36’ apart1"=10’
No Scale
�" = 1’-0"
�" = 1’-0"
�" = 1’-0"
into 6" deep hole
�" = 1’-0"
No Scale1�" = 1’-0"
�" = 1’-0"
Place �" hardwood between slab
and wingwall, with smooth side
toward wingwall
1�" = 1’-0"
#5
#5 bar chairs @ 3’-0"
#5 @ 18
� �
#5 bar
4’-0"
min
.
STANDARD DRAWING
BRIDGE NO.
CU
EA
CALIFORNIA
STATE OF
DEPARTMENT OF TRANSPORTATION
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) OFSHEET
REGISTERED ENGINEER - CIVIL
.DIST ROUTE
CIVIL
Exp.
No.
PLANS APPROVAL DATE
TOTAL PROJECT
SHEET
NO.
TOTAL
COUNTY
The State of California or its officers or agents
shall not be responsible for the accuracy or
completeness of electronic copies of this plan sheet.
SHEETS
TIM
E P
LO
TT
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=>
USERNAME => trric 12-0L160
DA
TE
PL
OT
TE
D =
>13:48
07
-JA
RELEASE
DATE
FILE
NO.
RELEASED BY
OFFICE CHIEF
DIVISION OF
ENGINEERING SERVICES
CHECKED
DETAILSCHECKED
DESIGN
SUBMITTED BY
BY
BY
DRAWING
DATE
0 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS 1
MILE POST
DS OSD 2147A (ENGLISH) (REV. X/XX/XX)
MILE POST
3/14/05M. TRAFFALIS
R. YEE
M. HA
E. THORKILDSEN
E. THORKILDSEN
8/92xs3-140e
09-02-10 09 09 09-16-10
ROUTE 57,90 BRIDGESVarious
Varies
09-27-10 10-13-10 11-01-10
11-03-10
11-03-10
3030Var57,90Ora12
1-3-11
