Trinity Center To - dot.ca.gov · trinity shasta lassen tehama mendocino ... new and revised...
11
Weaverville ROUTE 3 WEED Pacific Union ROUTE 97 ROUTE 5 R O UT E 3 Trinity River ROUTE 299 299 ROUTE Junction City Douglas City To Trinity Center To Willow Creek To Hayfork To Redding R 299 O U T E To Yreka To Dorris To McCloud Railroad YELLOW BUTTE Rd GRASS VALLEY Cr Br DEER MOUNTAIN Rd STEEL Br Rd LOCATION 1 END CONSTRUCTION PM 64.1 End Work PM 65.0 BEGIN CONSTRUCTION PM 61.0 Begin Work PM 60.1 BEGIN CONSTRUCTION PM R11.5 END CONSTRUCTION PM 17.0 Begin Work PM R10.6 End Work PM 17.9 Eq R16.470=16.573E LOCATION 2 SHEET No. DESCRIPTION 02 1 11 NO SCALE P:\proj2\ SHEET No. DESCRIPTION 1 NO SCALE TITLE 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 => 10:36 09-DE 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 10-29-10 THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) PLANS APPROVAL DATE 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 0200000593 02-2E6704 UNIT 22E670ab s1231 USERNAME => DGN FILE => RELATIVE BORDER SCALE IS IN INCHES 0 2 3 1 CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/ 0156 02000005931 BORDER LAST REVISED 7/2/2010 Sis,Tri 97,299 D I C75565 06-30-12 T R E G I S T E R E 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 A No. Exp. CIVIL S C O T C . G R E G O R Y LANCE BROWN TITLE TYPICAL CROSS SECTIONS CONSTRUCTION DETAILS CONSTRUCTION AREA SIGNS PAVEMENT DELINEATION DETAILS PAVEMENT DELINEATION QUANTITIES AND DETAILS SUMMARY OF QUANTITIES NEW AND REVISED STANDARD PLANS 1 2 3 4 5 6 7 8-11 LANCE BROWN R11.5/17.0 61.0/64.1 SISKIYOU TRINITY 12-01-10 December 1, 2010 IN SISKIYOU AND TRINITY COUNTIES ON ROUTE 97 FROM YELLOW BUTTE ROAD TO 0.5 MILES NORTH OF DEER MOUNTAIN ROAD AND ON ROUTE 299 FROM STEEL BRIDGE ROAD TO 1.4 MILES WEST OF GRASS VALLEY CREEK BRIDGE
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Transcript of Trinity Center To - dot.ca.gov · trinity shasta lassen tehama mendocino ... new and revised...
Weaverville
RO
UT
E
3
WEED
Pacific
Union
ROUTE 97
RO
UT
E 5
RO
UT
E3
Trinity
R
iv
e
r
ROUTE 299
299
RO
UT
E
Junction
City
Douglas
City
To
Trinity C
enter
To
Willow Creek
To
Hayfork
To
Reddin
g
R
299O
UTE
To
Yreka
ToD
orris
To
McC
loud
Railroad
YELLO
W B
UTTE R
d
GRASS VALLEY Cr Br
DEER M
OU
NTA
IN R
d
STEELBr R
d
LOCATION 1
END CONSTRUCTION
PM 64.1
End Work
PM 65.0
BEGIN CONSTRUCTION
PM 61.0Begin Work
PM 60.1
BEGIN CONSTRUCTION
PM R11.5
END CONSTRUCTION
PM 17.0Begin Work
PM R10.6
End Work
PM 17.9
Eq R16.470=16.573E
LOCATION 2
SHEET No. DESCRIPTION
02 1 11
NO SCALEP:\p
ro
j2
\
SHEET No. DESCRIPTION
1
NO SCALE
TITLE
x
x
x
x
x
DE
SIG
N E
NG
IN
EE
R
LA
ST
RE
VIS
IO
N
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PROJECT PLANS FOR CONSTRUCTION ON
STATE HIGHWAY
PR
OJE
CT
MA
NA
GE
R
SHEET
DEL NORTESISKIYOU MODOC
HUMBOLDT
TRINITY SHASTA LASSEN
TEHAMA
MENDOCINOGLENN
BUTTE
PLUMAS
SIERRA
NEVADA
PLACER
YU
BA
COLUSA
LAKE
YOLO
NAPASONOMA
EL DORADO
MARIN
AMADORALPINE
CA
LA
VERA
S
CONTRACOSTA
TUOLUMNEMONO
SANTA
CLARA
SANTA CRUZ
ST
AN
ISL
AU
SMARIPOSA
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-
JOA
QU
INSAN
SAN
BENITO
SAN
LUIS
SU
TT
ER
SAN FRANCISCO
SAN MATEO
Dist COUNTY ROUTETOTAL
SHEETSTOTAL PROJECT
LOCATION MAP
DA
TE
PL
OT
TE
D =
>
10
:3
6
09
-D
E
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
10-29-10
THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)
PLANS APPROVAL DATE
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
0200000593
02-2E6704
UNIT22E670ab
s1231USERNAME =>
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
0 2 31CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/ 0156 02000005931BORDER LAST REVISED 7/2/2010
Sis,Tri 97,299
D
I
C75565
06-30-12
T
RE
GI
ST
ER
E
PR O F ESS I O N
AL
EN
GI
NE
ER
S
TA
TE
OF C AL I FOR NA
No.
Exp.
CIVIL
SC
OT
C . G R E
GO
RY
LA
NC
E B
RO
WN
TITLE
TYPICAL CROSS SECTIONS
CONSTRUCTION DETAILS
CONSTRUCTION AREA SIGNS
PAVEMENT DELINEATION DETAILS
PAVEMENT DELINEATION QUANTITIES
AND DETAILS
SUMMARY OF QUANTITIES
NEW AND REVISED STANDARD PLANS
1
2
3
4
5
6
7
8-11
LA
NC
E B
RO
WN
R11.5/17.0
61.0/64.1
SISKIYOU
TRINITY
12-01-10
December 1, 2010
IN SISKIYOU AND TRINITY COUNTIES
ON ROUTE 97 FROM YELLOW BUTTE ROAD
TO 0.5 MILES NORTH OF DEER MOUNTAIN ROAD
AND ON ROUTE 299 FROM STEEL BRIDGE ROAD
TO 1.4 MILES WEST OF GRASS VALLEY CREEK BRIDGE
REPLACE AC SURFACING
CLEP
Var Exist AC Pvmt
(TYPICAL BOTH DIRECTIONS)
OG
TYPICAL CROSS SECTION
MATCH
Exist
CL
Var
OG
EP
MATCH
Exist
VarVar
EP
R/W R/W
3’ 3’
0.33’ REPLACE AC SURFACING
4’ 4’
NO SCALE
TYPICAL CROSS SECTIONS
32’ TO 69’
Var 0’ TO 31’ Var 0’ TO 31’
Var
16’ TO 35’
4:1 OR FLATTER 4:1 OR FLATTER
IMPORTED MATERIAL
(SHOULDER BACKING)
IMPORTED MATERIAL
(SHOULDER BACKING)
X-1
10
-2
9-1
0
2
Var MATCH
ETW
Exist
EP
1’
Var
2’ TO 18’
TAPER 0.10’ TO 0.05’
ROUTE 97
0.10’ HMA (TYPE A)
0.10’ HMA (TYPE A)
NOTES:
73’ Min 75’ Min
EXISTING AC
LOCATION 1 0.4’ Min
LOCATION 2 0.75’ Min
LOCATION 2
PM R14.49 TO R14.64 Rt
1. DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO
TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS.
2. SUPERELEVATIONS AS SHOWN OR AS DIRECTED BY THE ENGINEER.
3. EXISTING UTILITY FACILITIES HAVE NOT BEEN POSITIVELY LOCATED, AND HAVE NOT BEEN PLOTTED ON PORTIONS OF THESE PLANS.
4. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE
P:\p
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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
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
10:36
09-D
E
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
USERNAME => s1231
DGN FILE => 22E670ca
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0156 PROJECT NUMBER & PHASE 02000005931BORDER LAST REVISED 7/2/2010
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
C75565
06-30-12
TS
CO
TC . G R E
GO
RY
02 Sis, Tri 97, 299S
CO
TT
GR
EG
OR
Y
LA
NC
E B
RO
WN
DE
NIS
E F
UZ
ER
EM
AIN
TE
NA
NC
E
11R11.5/17.0
61.0/64.1
12-01-10
12-01-10
TAPER
MAINLINE CONFORM TAPER
0.10’ Max
40’
Exist AC Pvmt
Exist AC Pvmt
4:1 OR FLATTER
Exist AC Pvmt
Exist DRAINAGE APRON
CONFORM TAPER FOR
DRAINAGE INLETS
50’
BRIDGE
65’50’
TAPER
0.10’ Max
Exist AC Pvmt
8’
ETW
Exist AC Pvmt
TAPER
Var MATCH Exist
Exist AC Pvmt
Exist AC Pvmt
NO SCALE C-1
CONSTRUCTION DETAILS
1. DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO
TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS.
COLD PLANE AC PAVEMENT
11
-1
7-1
0
NO PAVING
MAINLINE CONFORM TAPERMAINLINE CONFORM TAPER
3
PAVING LIMITS FOR SHEEP ROCK CATTLEPASS
LOCATION 2 - PM R14.65
ES
PAVED ROAD CONNECTION CONFORM TAPER
PAVED PRIVATE DRIVE AND PAVED AREA
CONFORM TAPERETW
EP
LIMITS OF PAVING
Var
Var MATCH
ETW
Exist
EP
R/W1’
TAPER 0.10’ TO 0.05’
Var
2’ TO 10’
PULLOUT OR
PARKING AREA
DETAIL FOR PULLOUTS/PARKING AREAS
TAPER AT PULLOUTS/PARKING AREAS
EP
OG
1’
Exist AC Pvmt
(TYPICAL BOTH DIRECTIONS)
AC DIKE LOCATIONS
Exist AC Pvmt
1’
OG
AC DITCH
LOCATION 2
PM R12.57 TO R12.99 - Lt
PM R15.27 TO R15.57 - Rt
PM R15.27 TO R15.50 - Lt
AC DITCH LOCATIONS
EP
0.10’ HMA (TYPE A)
0.10’ HMA (TYPE A)
0.10’ HMA (TYPE A)
0.10’ HMA (TYPE A)
0.10’ HMA (TYPE A)
0.10’ HMA (TYPE A)
0.10’ HMA (TYPE A)
DIRECTION OF TRAFFIC
NOTES:
LEGEND:
2. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS.
TAPER HMA (TYPE A)
0.10’-0.05’
8’ (Min)
TAPER HMA
0.10’-0.05’
P:\p
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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
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
10:36
09-D
E
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
USERNAME => s1231
DGN FILE => 22E670ga
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0156 PROJECT NUMBER & PHASE 02000005931BORDER LAST REVISED 7/2/2010
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
C75565
06-30-12
TS
CO
TC . G R E
GO
RY
02 Sis, Tri 97, 299S
CO
TT
GR
EG
OR
Y
LA
NC
E B
RO
WN
DE
NIS
E F
UZ
ER
EM
AIN
TE
NA
NC
E
11R11.5/17.0
61.0/64.1
12-01-10
12-01-10
NO SCALE
CONSTRUCTION AREA SIGNS
CS-1
4
ROAD CONNECTIONS
3.5’
4’
6.8’
3’
4’
3’
6.8’
3’
3.5’
P AV E M E N T
M A I N T E N A N C E
18’
22.4’
30’
36’
C23B(CA) SIGN PANEL DETAIL
1.5" Radius, 0.6" Border, 0.4" Indent, Black on Orange;
[PAVEMENT] C;
[MAINTENANCE] C;
CODE
A
PANEL SIZE SIGN MESSAGE
4
N
o
.
A
N
D
S
I
Z
E
OF POST
500’
500’
100’
500’
500’
LO
CA
L R
OA
D
-
+-
-
+-
+-
36" x 18"G20-1 ROAD WORK NEXT XX MILES
G20-2 36" x 18" END ROAD WORK 1- 4" x 4"
B
C
D
+
1- 4" x 6"
+
ONE POST STATIONARY MOUNTED SIGN.
No. OF
S
I
G
N
S
1- 4" x 6"
1- 4" x 4"
CONSTRUCTION
AREA
D
B
A D
C
C
B
D
9
2
13
C
O
N
S
T
R
U
C
T
I
O
N
A
R
E
A
S
I
G
N
S
(
S
T
A
T
I
O
N
A
R
Y
M
O
U
N
T
E
D
)
TYPE
48" x 48"
36" x 18"
36" x 18"
36" x 18"
W20-1
C23B(CA)
G20-1
C23B(CA)
LOCATION PM DESCRIPTION
1
61.00 STEEL BRIDGE Rd - Lt
61.98 TOP OF THE GRADE - Rt
62.56 POKER BAR Rd - Lt
63.51 LEWISTION Rd - Lt
2
R11.50 YELLOW BUTTE Rd - Lt
R11.79 BOLAM Rd - Rt
R12.13 CO Rd A-12 - Lt
R14.57 MILITARY PASS Rd - Rt
16.58 DEER MTN Rd - Rt
11-17-10
1. EXACT LOCATION OF ALL SIGNS TO BE DETERMINED BY THE ENGINEER.
2. CALIFORNIA CODES ARE DESIGNATED BY (CA), OTHERWISE FEDERAL CODES ARE SHOWN.
3. INTERMEDIATE G20-1 SIGNS SHOULD BE PLACED EVERY 3 TO 5 MILES AS NECESSARY. DIRECTION OF TRAFFIC
LEGEND:NOTES:
ROAD WORK AHEAD
"PAVEMENT MAINTENANCE"
ROAD WORK NEXT XX MILES
"PAVEMENT MAINTENANCE"
4. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS.
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x
x
x
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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
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
10:36
09-D
E
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
USERNAME => s1231
DGN FILE => 22E670la
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0156 PROJECT NUMBER & PHASE 02000005931BORDER LAST REVISED 7/2/2010
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
C75565
06-30-12
TS
CO
TC . G R E
GO
RY
02 Sis, Tri 97, 299S
CO
TT
GR
EG
OR
Y
LA
NC
E B
RO
WN
DE
NIS
E F
UZ
ER
EM
AIN
TE
NA
NC
E
11R11.5/17.0
61.0/64.1
12-01-10
12-01-10
50’ 50’
TRAFFIC STRIPE MATCH DETAIL
END STRIPE
BEGIN STRIPE
MATCH EXISTING
STRIPE PATTERN
(Typ)
NO SCALE
DIRECTION OF TRAFFIC
PDD-1
5
BE
GIN
PA
VIN
G
EN
D P
AV
IN
G
PAVING LIMITS
PAVEMENT DELINEATION DETAILS
11-17-10
DETAIL A
27B
* ACTUAL LENGTH MAY VARY
DUE TO PAVEMENT WIDTH
27B
27B
27B
27B
20’
20’
20’
20’
20’20’
38A38A
27B
LESS THAN 1.0 MILE
27B
27B
27B
27B
20’20’ 20’20’20’20’
1.0 MILE
0.5 MILE0.5 MILE
38A38A
27B
DETAIL A
TYPICAL HALF MILE AND MILE POST STRIPE
TYPICAL MILE POST STRIPE FOR EQUATIONS
3.0’
0.33’
DETAIL B
DETAIL B
Dir OF TRAFFIC
ETW
NO HALF MILE MARK WITHIN AN EQUATION
2.0
’
3.0’ *
0.33’ SOLID WHITE THERMOPLASTIC
PAVEMENT MARKING
Exist MILE POST MARKER
Exist MILE POST MARKER
(HALF MILE)
Exist MILE POST MARKERExist MILE POST MARKER
Exist MILE POST MARKER
1.0’ SOLID WHITE
THERMOPLASTIC
PAVEMENT MARKING
PM 63.68
PM 63.77
12" WHITE THERMOPLASTIC
PAVEMENT MARKINGS
Qty (11) @ 48’ C-C
LOCATION 1
30°
EP
ETW
LEGEND:NOTE:
SHOULDER PAVEMENT MARKING DETAIL
1. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS.
P:\p
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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
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
10:36
09-D
E
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
USERNAME => s1231
DGN FILE => 22E670nb
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0156 PROJECT NUMBER & PHASE 02000005931BORDER LAST REVISED 7/2/2010
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
C75565
06-30-12
TS
CO
TC . G R E
GO
RY
02 Sis, Tri 97, 299S
CO
TT
GR
EG
OR
Y
LA
NC
E B
RO
WN
DE
NIS
E F
UZ
ER
EM
AIN
TE
NA
NC
E
11R11.5/17.0
61.0/64.1
12-01-10
12-01-10
PM Lt
TOTAL
PAVEMENT MARKER
(RETROREFLECTIVE-RECESSED)
TYPE D
EA EA
TYPE G
TOTAL 4562
DETAIL
9
LF LF LF LF LF
THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE)
LF
106
DETAIL
22
LF
POST MILE
LIMITS
61.00-64.10
POST MILE
LIMITS
61.00-64.10
R11.50-17.00 2378
LOCATION
1
2
1360 221
603
LOCATION
TOTAL
R11.50-17.00 159
1
2 28,512
15,893
28,512
DETAIL
27B
30,255
55,916
DETAIL
27C
1532
1109
DETAIL
29
370
0
DETAIL
38
DETAIL
38A
80
LOCATION Rt EA SQFT REMARKSMid
1
2
PDQ-1
PM Lt
THERMOPLASTIC PAVEMENT MARKING
TOTAL
LOCATION Rt EA SQFT REMARKSMid
1
2
REMOVE THERMOPLASTIC PAVEMENT MARKING
LOCATION REMARKSPM Lt Rt EAMid
R14.00
R15.28
X
X
X
X
X
X
1
1
TOTALTOTAL
CATTLEGUARD
CATTLEGUARD2
THERMOPLASTIC TRAFFIC
STRIPE (RECESSED) PLAN
SECTION A-A
6"
FINISHED
ROADWAY SURFACE
6"�"
THERMOPLASTIC
STRIPES AND SPACES 6" WIDE
A
A
EP
EP
(9) STRIPES
PAVEMENT DELINEATION QUANTITIES
AND DETAILS
120
172,860
6
THERMOPLASTIC TRAFFIC STRIPE (RECESSED)
CATTLE GUARD
62.51
62.54
62.56
62.56
62.58
62.60
62.64
62.67
63.50
63.51
63.51
63.68-63.77
R11.79
R11.79
R12.13
R12.13
R12.14
R12.16
R14.00
R14.57
R14.57
R15.28
16.58
16.58
16.91
16.95
16.99
42.0
42.0
22.0
18.0
42.0
42.0
42.0
42.0
15.0
22.0
18.0
100.0
22.0
18.0
22.0
18.0
42.0
42.0
641.7
22.0
18.0
247.5
22.0
18.0
42.0
42.0
42.0
1706.2
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
61.50-63.50
62.51
62.54
62.56
62.56
62.58
62.60
62.64
62.67
63.50
63.51
63.51
63.68-63.77
R11.79
R11.79
R12.13
R12.13
R12.14
R12.16
R14.57
R14.57
16.58
16.58
16.91
16.95
16.99
R11.50-R15.50
R16.00-17.00
9.0
42.0
42.0
22.0
18.0
42.0
42.0
42.0
42.0
15.0
22.0
18.0
100.0
22.0
18.0
22.0
18.0
42.0
42.0
22.0
18.0
22.0
18.0
42.0
42.0
42.0
15.0
4.8
845.8
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
3
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
5
2
DETAIL A
TYPE VI ARROW
TYPE VI ARROW
STOP
ROAD CONNECTION LIMIT LINE
TYPE VI ARROW
TYPE VI ARROW
TYPE VI ARROW
TYPE VI ARROW
TYPE IV (L) ARROW
STOP
ROAD CONNECTION LIMIT LINE
SHOULDER PAVEMENT MARKING
STOP
ROAD CONNECTION LIMIT LINE
STOP
ROAD CONNECTION LIMIT LINE
TYPE III (R) TURN ARROW
TYPE III (R) TURN ARROW
STOP
ROAD CONNECTION LIMIT LINE
STOP
ROAD CONNECTION LIMIT LINE
TYPE VI ARROW
TYPE VI ARROW
TYPE VI ARROW
DETAIL A
DETAIL B
TYPE VI ARROW
TYPE VI ARROW
STOP
ROAD CONNECTION LIMIT LINE
TYPE VI ARROW
TYPE VI ARROW
TYPE VI ARROW
TYPE VI ARROW
TYPE IV (L) ARROW
STOP
ROAD CONNECTION LIMIT LINE
SHOULDER PAVEMENT MARKING
STOP
ROAD CONNECTION LIMIT LINE
STOP
ROAD CONNECTION LIMIT LINE
TYPE III (R) TURN ARROW
TYPE III (R) TURN ARROW
CATTLEGUARD
STOP
ROAD CONNECTION LIMIT LINE
CATTLEGUARD
STOP
ROAD CONNECTION LIMIT LINE
TYPE VI ARROW
TYPE VI ARROW
TYPE VI ARROW
11
-1
8-1
0
ABBREVIATIONS:
Mid MIDDLE
NOTES:
LF
1278
495
1773
10,296
2. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS.
0 TO �"
1. (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY.
P:\p
ro
j2
\
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
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
10:36
09-D
E
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
USERNAME => s1231
DGN FILE => 22E670nc
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0156 PROJECT NUMBER & PHASE 02000005931BORDER LAST REVISED 7/2/2010
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
C75565
06-30-12
TS
CO
TC . G R E
GO
RY
02 Sis, Tri 97, 299S
CO
TT
GR
EG
OR
Y
LA
NC
E B
RO
WN
DE
NIS
E F
UZ
ER
EM
AIN
TE
NA
NC
E
11R11.5/17.0
61.0/64.1
12-01-10
12-01-10
Q-1
SUMMARY OF QUANTITIES
TOTAL
SIDE
CYLFLFPM - PM
TOTAL
LF
POST MILE
LIMITS
POST MILE
LIMITS
LF
EA
61.20-64.10
R11.5-17.00
0.33
0.33
7
REPLACE ASPHALT
CONCRETE SURFACING
RECONSTRUCT
MBGR
4
4
11-18-10
PM - PM LF LF TON TON
POST MILE
LIMITS
(N)
LENGTH
(N)
WIDTH
IMPORTED
MATERIAL
(SHOULDER
BACKING)
TON
TACK COAT
20.0
ROADWAY QUANTITIES
LOCATION
1
10,530 44.3
2
LOCATION
1
2
124
396
100
100
606
1936
2542
COLD PLANE ASPHALT CONCRETE PAVEMENT
TOTAL
LFLF
AREAREMARKS
SQYD
(N)
LENGTH
(N)
WIDTHPOST MILE
LIMITS
LOCATION
4743 1666
3085
1
2
LOCATION
1
TOTAL 15,299 64.3 4751
ALTERNATIVE
FLARE
TERMINAL
SYSTEM
EA
PLACE HOT MIX
ASPHALT DIKE (TYPE F)
LF
POST MILE
LIMITSSIDE
LENGTHLOCATION
1
REMOVE ASPHALT
CONCRETE DIKE
61.16-61.19
62.70-62.78
62.69-62.74
63.50-63.54
63.62-63.78
Lt
Rt
Lt
Lt
Lt
150
422
264
230
850
1916TOTAL
LF
POST MILE
LIMITSSIDE
LENGTHLOCATION
1
61.16-61.19
62.70-62.78
62.69-62.74
63.50-63.54
63.62-63.78
Lt
Rt
Lt
Lt
Lt
150
422
264
230
850
1916TOTAL
61.20-61.25
61.41-61.50
62.26-62.52
62.69-62.79
62.69-62.78
63.09-63.14
63.50-63.54
63.62-63.74
63.62-63.83
Lt
Lt
Lt
Lt
Rt
Rt
Lt
Rt
Lt
1
1
2
2
6
61.20
62.56
63.51
64.10
R11.50
R11.50
R11.79
R12.13
R14.57
R14.64
R14.67
16.58
17.00
MAINLINE CONFORM TAPER
PAVED ROAD CONNECTION CONFORM TAPER - Lt
PAVED ROAD CONNECTION CONFORM TAPER - Lt
MIANLINE CONFORM TAPER
MAINLINE CONFORM TAPER
PAVED ROAD CONNECTION CONFORM TAPER - Lt
PAVED ROAD CONNECTION CONFORM TAPER - Rt
PAVED ROAD CONNECTION CONFORM TAPER - Lt
PAVED ROAD CONNECTION CONFORM TAPER - Rt
MAINLINE CONFORM TAPER
MAINLINE CONFORM TAPER
PAVED ROAD CONNECTION CONFORM TAPER - Rt
MAINLINE CONFORM TAPER
41.2
40.0
40.0
32.8
47.0
52.0
32.0
32.0
32.0
48.0
48.0
32.0
47.0
40
8
8
40
40
8
8
8
8
40
40
8
40
183.1
35.6
35.6
145.8
208.9
46.2
28.4
28.4
28.4
213.3
213.3
28.4
208.9
1404.3
61.20-61.74
61.74-62.32
62.32-62.44
62.44-62.51
62.51-62.58
62.58-62.73
62.73-62.87
62.87-63.26
63.26-63.34
63.34-63.40
63.40-63.50
63.50-63.59
63.59-63.65
63.65-63.67
63.67-64.10
HMA DIKE
R11.50-R12.00
R12.00-R12.50
R12.50-R13.00
R13.00-R13.50
R13.50-R14.00
R14.00-R14.49
R14.49-R14.53
R14.53-R14.56
R14.56-R14.64
R14.67-R15.00
R15.00-R15.50
R15.50-R16.00
R16.00-R16.47
16.57-17.00
2851.2
3062.4
633.6
369.6
369.6
792.0
739.2
2059.2
422.4
316.8
528.0
475.2
316.8
105.6
2270.4
2640.0
2640.0
2640.0
2640.0
2640.0
2587.2
211.2
158.4
422.4
1742.4
2640.0
2640.0
2481.6
2270.4
41.2
41.2-50.6
50.6-54.0
54.0-48.9
48.9-50.1
50.1-40.4
40.4-34.7
34.7-32.8
32.8-35.4
35.4-44.9
44.9-32.5
32.5-34.7
34.7-44.0
44.0-32.6
32.6-32.8
47.0-48.2
48.2-47.9
47.9-49.0
49.0-46.9
46.9-46.0
46.0-49.8
49.8-68.8
68.8-49.8
49.8-48.0
48.0-47.4
47.4-48.0
48.0-50.0
50.0-49.5
49.5-47.0
METAL BEAM GUARD RAILING
ADJUST
MBGR
LF
200
237
562
999
250
450
1325
513
463
1125
4126
HMA
(TYPE A)
26
NOTES:
3. * ACTUAL LOCATIONS OF REPLACE ASPHALT CONCRETE SURFACING TO
BE DETERMINED IN THE FIELD BY THE ENGINEER.
*
REPLACE
ASPHALT
CONCRETE
SURFACING
2. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS.
1. (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY.
(N)
BURIED POST
END ANCHOR
1
1
1
2
2
1
2
10
(N)
Approx
No. OF
DIGOUTS
(N)
LENGTH
(N)
WIDTH
(N)
DEPTH
P:\p
ro
j2
\
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
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
10:36
09-D
E
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
USERNAME => s1231
DGN FILE => 22E670pa
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0156 PROJECT NUMBER & PHASE 02000005931BORDER LAST REVISED 7/2/2010
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
C75565
06-30-12
TS
CO
TC . G R E
GO
RY
02 Sis, Tri 97, 299S
CO
TT
GR
EG
OR
Y
LA
NC
E B
RO
WN
DE
NIS
E F
UZ
ER
EM
AIN
TE
NA
NC
E
11R11.5/17.0
61.0/64.1
12-01-10
12-01-10
02 11
12-01-10
8
P:\proj2\
Sis,Tri 97,299R11.517.0,
61.0/64.1
02 11
12-01-10
9
P:\proj2\
Sis,Tri 97,299R11.517.0,
61.0/64.1
02 11
12-01-10
10
P:\proj2\
Sis,Tri 97,299R11.517.0,
61.0/64.1
02 11
12-01-10
11
P:\proj2\
Sis,Tri 97,299R11.517.0,
61.0/64.1
