national€¦ · death valley national park inyo the contractor shall possess the class (or...
TRANSCRIPT
OLA
NC
HA
DA
RW
IN R
d
RO
UT
E
190
OLD
TO
LL
Rd
EMIGRANT
RANGER
STATION
NO SCALE
D
E
A
T
H
V
A
L
L
E
Y
N
A
T
I
O
N
A
L
P
A
R
K
B
e
g
i
n
W
o
r
k
INYO
THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) OF
MO
SA
IC C
AN
YO
N R
d
GR
OTTO
CA
NY
ON
Rd
PLANS APPROVAL DATE
RE
GI
ST
ER
E
D
PR O F E S S I O N
A
L
E
NG
IN
EE
R
ST
AT
E OF CAL I FOR NI A
No.
Exp.
CIVIL
x
x
x
x
x
DE
SIG
N E
NG
IN
EE
R
LA
ST
RE
VIS
IO
N
PROJECT ENGINEER
REGISTERED CIVIL ENGINEER
PR
OJE
CT
MA
NA
GE
R
DATE
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
DERA
FRESNO
MONTEREY
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
USERNAME => trmik
934750ab
DA
TE
PL
OT
TE
D =
>
06
:5
8
21-JU
DGN FILE =>
POST MILES
No.
0 2 3RELATIVE BORDER SCALE
IS IN INCHESCALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/
TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2006
1
INDEX OF PLANS
TIM
E P
LO
TT
ED
=>
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.
BORDER LAST REVISED 4/11/2008
R
To L
one P
ine
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PROJECT PLANS FOR CONSTRUCTION ON
STATE HIGHWAY
SpringsPanamint
LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."
T
O
W
N
E
P
A
S
S
JO
HN
FO
X
0900000222
EA 347501CU 09603
05-24-10
29764
TOBEY
ALLEN C.
3-31-11
R66.5/68.5
AND FROM 8.4 MILES EAST OF PANAMINT VALLEY ROAD
FROM PANAMINT VALLEY ROAD
P
M
5
7
.
4
TO 10.6 MILES EAST OF PANAMINT VALLEY ROAD
E
N
D
C
O
N
S
T
R
U
C
T
I
O
N
PM R63.700 Ahd=P
M
6
3
.
8
8
0
B
k
P
M
6
7
.
6
7
7
A
h
d
=
P
M
R
6
7
.
9
6
0
B
k
S
t
a
6
0
9
+
6
0
P
M
6
8
.
5
05-12-10
JO
HN
FO
X
DE
AT
HV
AL
LE
Y NA
TIO
NA
L
To F
urnace C
reek
WIL
DR
OS
E R
d
PA
NA
MIN
T V
AL
LE
Y R
d
RO
UT
E
To Scotty’s C
astle
NO
RT
H H
IGH
WA
Y
190
SA
LIN
E V
AL
LE
Y R
d
TA
LC C
ITY
Rd
PA
RK
CA
NY
ON
MU
D
DA
YLIG
HT
PA
SS R
d
DE
AT
H
F
A
T
H
E
R
C
R
O
W
L
E
Y
V
I
E
W
P
O
I
N
T
BEGIN CONSTRUCTION
Sta 36+00
P
M
5
7
.
9
Sta 36+00 TO Sta 348+80
P
M
5
7
.
9
/
R
6
3
.
7
L
O
C
A
T
I
O
N
1
LOCATION 2
End Work
PM 69.0
Stovepipe Wells
B
E
A
T
T
Y
J
c
t
10100
200 300400
500
600
TO 5.8 MILES EAST OF PANAMINT VALLEY ROAD
VA
LL
EY
NA
TIO
NA
L
PA
RK
09 Iny 190 1 957.9/R63.7,
July 6, 2010
CONTRACT No. 09-347504
PROJECT ID
SHEET
No. DESCRIPTION
1 TITLE AND LOCATION MAP
2 TYPICAL CROSS SECTIONS
3-4 CONSTRUCTION DETAILS
5 CONSTRUCTION AREA SIGNS
6 SUMMARY OF QUANTITIES
7-9 REVISED AND NEW STANDARD PLANS
THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT
IS INCLUDED IN THE NOTICE TO BIDDERS
AND SPECIAL PROVISIONS BOOK.
IN INYO COUNTY
IN DEATH VALLEY NATIONAL PARK
S
t
a
4
9
2
+
5
0
T
O
S
t
a
6
0
9
+
6
0
P
M
R
6
6
.
5
/
6
8
.
5
X-1
09
Dist COUNTY ROUTEPOST MILES SHEET
No.
TOTAL
SHEETS
No.
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 CAL IFOR N
IA
REGISTERED CIVIL ENGINEER
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.
PLANS APPROVAL DATE
DATE
ALLEN C.TOBEY
MA
INT
EN
AN
CE
EN
GIN
EE
RIN
G
x
x
x
x
x
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
CH
EC
KE
D B
Y
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
FU
NC
TIO
NA
L S
UP
ER
VIS
OR
CU EA
LA
ST
RE
VIS
IO
N
09603USERNAME => trmik
934750caDGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
TIM
E P
LO
TT
ED
=>
DA
TE
PL
OT
TE
D =
>
06
:5
8
21
-JU
29764
JO
HN
FO
X
NO SCALE
Iny 190
TOTAL PROJECT
05
-2
4-1
0
03-31-11
EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS
05-12-10
347501
03
-1
5-1
0
2. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER
BORDER LAST REVISED 4/11/2008
AT
AL
LE
N T
OB
EY
4. STATIONING SHOWN IS FOR CONSTRUCTION PURPOSES ONLY.
TYPICAL CROSS SECTIONS
NOTES:
EPETWEP ETW
OGExist Exist
OG
R/W R/W
VarVar
CL
MATCH MATCH Exist MATCH ExistMATCH
IMPORTED MATERIAL
(SHOULDER BACKING)
ROUTE 190
0.25’ Exist AC Pvmt (Typ)
0.08’ HMA (OPEN GRADED)
Exist AC DIKE
SEE TABLE FOR LOCATIONS
STA 36+00 TO STA 348+80
STA 492+50 TO STA 609+60
STATION Lt Rt
X
X
X
X
X
X
X
X
EXISTING AC DIKE
505+50-506+63
510+17-511+98
515+67-517+43
527+85-532+82
532+82-533+20
X
533+20-538+17
X
X
X
X
X
X
X
493+50-494+60
494+60-495+77
495+77-499+85
499+85-499+90
499+90-502+65
502+65-503+65
503+65-505+50
X
X
X
X
X
552+72-562+30
565+83-573+10
573+97-575+26
586+06-587+08
587+08-589+72
589+72-591+32
591+32-603+50
603+50-603+60
X
X
538+17-549+20
549+20-549+60
X
X
X
X
X
X
X
X
R66.5/68.5
MA
LIS
SA
RE
YN
OL
DS
Var 100’-200’ Var 100’-200’
3’ 0’-4’ 12’ 12’ 0’-4’
MA
05
-1
0-1
0
CA
LC
UL
AT
ED
-
DE
SIG
NE
D B
Y
1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTIONS) ARE SUBJECT TO TOLERANCES SPECIFIED
IN THE STANDARD SPECIFICATIONS
57.9/R63.7,2 9
7-6-10
3. FOR COMPLETE RIGHT OF WAY DATA, SEE RIGHT OF WAY RECORD MAP AT THE DISTRICT OFFICE.
CONSTRUCTION DETAILS
PAVED TURN-OUT
ETW
ETW
EP
EP
NO SCALE
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
E
NG
IN
EE
R
S
TA
TE OF CAL IFOR N
IA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => trmik
934750ga
DA
TE
PL
OT
TE
D =
>
06
:5
8
21
-JU
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
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
0 1 2 3
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
BORDER LAST REVISED 4/11/2008
05
-2
4-1
0
MA
INT
EN
AN
CE
EN
GIN
EE
RIN
GJO
HN
FO
X
CU 09603
3-31-11
29764
EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS C-1
R
O
U
T
E
1
9
0
W
B
ALLEN C.
TOBEY
EP
EP
ETW
ETW
LEGEND
- DIRECTION OF TRAVEL
ROUTE 190 EB
EA 347501
AT
03
-1
5-1
005-24-10
ROUTE 190 WB
ROUTE 190 EB
27
�" ¨�"
TOP OF RAIL
EDGE OF PAVED SHOULDER
OR OFFSET LINE OF EDGE
OF TRAVELED WAY
HINGE
POINT
STATION 292+00
STATION 36+73
AL
LE
N T
OB
EY
MA
LIS
SA
RE
YN
OL
DS
ETW
ETW
EP
EP
R
O
U
T
E
1
9
0
W
B
ROUTE 190 EB
0.25’ Exist AC Pvmt (Typ)
0.08’ HMA (OPEN GRADED)
1" x 3’ SHOULDER BACKING
STATION 332+50 TO 333+80
COLD PLANE AC PAVEMENT
- LIMITS OF 0.08’ HMA (OPEN GRADED)
30
’
COLD PLANE ASPHALT CONCRETE
REMOVE AC AND HMA LIMITS
AT PANAMINT VALLEY ROAD INTERSECTION
0.08’ HMA (OPEN GRADED)
END TAPER
- LIMITS OF COLD PLANE AC & O.O8’ HMA (OPEN GRADED)
BEGIN TAPER
110’
50
’
TYPICAL ADJUST METAL BEAM GUARD RAILING
AND SHOULDER BACKING AT GUARD RAILING DETAIL
2 1/2" M
ax
EXISTING BOLT LOCATION
NOTES:
COLD PLANE AC PAVEMENT
CONFORM GRIND (Var 0.0’ - 0.08’)
0.08’ HMA (OPEN GRADED)
LIMITS OF HMA (OPEN GRADED)
AT PAVED TURN-OUT
- LIMITS OF COLD PLANE 0.33’ AC, 0.33’ HMA (TYPE A), & 0.08’ HMA (OPEN GRADED)
0.33’ COLD PLANE AC
0.33’ HMA (TYPE A)
0.08’ HMA (OPEN GRADED)
DRILL NEW HOLE IN EXISTING POSTS
AND ADJUST BOLTS AND MBGR
MA
05
-1
0-1
0
REMOVE AND REPLACE 10 MBGR RAIL ELEMENTS
REMOVE & REINSTALL/ADJUST ALL OTHER MBGR RAIL ELEMENTS
REMOVE AND DISPOSE RECTANGULAR FLAT PLATE WASHERS
SEE NOTES 1 & 2
STATION 503+00 TO 509+75
STATION 522+00 TO 527+38
REMOVE AND REPLACE
8" x 8" x 1’-2" WOOD BLOCKS
10’ x 130’
0.15 COLD PLANE AC
0.15 HMA (TYPE A)
0.08 HMA ( OPEN GRADED)
1. GUARDRAIL ELEMENTS (10 TOTAL) FROM STATION 503+12 TO 504+37 SHALL BE REPLACED WITH NEW
TYPE 4 (WEATHERING STEEL) GUARDRAIL ELEMENTS. GUARDRAIL ELEMENTS REMOVED FROM
STATION 503+12 TO 504+37 SHALL BE USED TO REPLACE DAMAGED GUARDRAIL ELEMENTS (6 TOTAL)
FROM STATION 504+37 TO 509+75 AND STATION 522+00 TO 527+38. DAMAGED GUARDRAIL ELEMENTS
(6 TOTAL) SHALL BE DISPOSED OF OUTSIDE OF R/W.
2. 4 GUARDRAIL ELEMENTS REMOVED FROM STATION 503+12 TO 504+37 SHALL BE SALVAGED AND
DELIVERED TO THE DEATH VALLEY HIGHWAY MAINTENANCE STATION.
3. 3/4 WRAP END SECTION AT STATION 519+40 SHALL BE REMOVED AND REPLACED WITH A NEW TYPE 4
(WEATHERING STEEL) 3/4 WRAP END SECTION.
09 Iny 190R66.5/68.5
57.9/R63.7,3 9
7-6-10
CONSTRUCTION DETAILS
NO SCALE
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
E
NG
IN
EE
R
S
TA
TE OF CAL IFOR N
IA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => trmik
934750ga
DA
TE
PL
OT
TE
D =
>
06
:5
8
21
-JU
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
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
0 1 2 3
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
BORDER LAST REVISED 4/11/2008
05
-2
4-1
0
MA
INT
EN
AN
CE
EN
GIN
EE
RIN
GJO
HN
FO
X
CU 09603
3-31-11
29764
EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS C-2
ALLEN C.
TOBEY
LEGEND
- DIRECTION OF TRAVEL
EA 347501
AT
03
-1
5-1
005-12-10
Exist Pvmt
1
2
0.08
LOCATION STATION DESCRIPTIONLENGTH
(ft)
WIDTH
(ft)
DEPTH
(ft)NOTES
CONFORM GRIND
CONFORM GRIND
0.08
0.08
0.08
LENGTH
COLD PLANE ASPHALT CONCRETE PAVEMENT
TABLE A
SEE TABLE A
0.08’
0.08’
0.08’ HMA (OPEN GRADED)
EXISTING ROAD
0.08’ HMA (OPEN GRADED)
ROUTE 190
STATION 36+73
EXISTING PANAMINT
VALLEY ROAD
TYPICAL CONFORM GRIND DETAIL
Exist Pvmt0.15’ COLD PLANE ASPHALT
CONCRETE PAVEMENT
COLD PLANE AC PAVEMENT
AND HMA (OPEN GRADED) DETAIL
36+73 PANAMINT VALLEY ROAD INTERSECTION
36+00-36+40
332+50-333+80
CONFORM GRIND348+40-348+80
492+50-492+90
609+20-609+60
UNEVEN AREA
END LOCATION 1
BEGIN LOCATION 2
END CONSTRUCTION, END LOCATION 2
BEGIN CONSTRUCTION, BEGIN LOCATION 140.0
30.0
40.0
40.0
40.0
25.5
34.0
28.0
30.7
25.6
30’
AL
LE
N T
OB
EY
- LIMITS OF COLD PLANE ASPHALT
CONCRETE PAVEMENT (TYPICAL)
COLD PLANE ASPHALT CONCRETE
PAVEMENT (Var 0.0’-0.08’)
COLD PLANE ASPHALT CONCRETE
PAVEMENT (Var 0.0’-0.08’)
0.08’ HMA (OPEN GRADED)
PANAMINT VALLEY ROAD
0.15’ COLD PLANE AC PAVEMENT
0.15’ HMA (TYPE A)
0.08’ HMA (OPEN GRADED)0.08’ HMA (OPEN GRADED)
- LIMITS OF REMOVE AC &
0.33’ HMA (TYPE A)
0.08CONFORM GRIND
CONFORM GRIND
COLD PLANE AC 0.15
110’
130.0 10.0
MA
LIS
SA
RE
YN
OL
DS
0.33’ Exist AC Pvmt
MA
05-10-10
36+73 COLD PLANE AC 40.0 0.33 PANAMINT VALLEY ROAD INTERSECTION110.0
STATION 332+50 TO 333+80
0.33’ COLD PLANE AC
0.33’ HMA (TYPE A)
0.08’ HMA (OPEN GRADED)
PANAMINT VALLEY ROAD
COLD PLANE AC PAVEMENT AND HMA DETAIL
PANAMINT VALLEY ROAD INTERSECTION
09 Iny 190R66.5/68.5
57.9/R63.7,4 9
7-6-10
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
E
NG
IN
EE
R
S
TA
TE OF CAL IFOR N
IA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => trmik
934750la
DA
TE
PL
OT
TE
D =
>
06:59
21
-JU
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
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
0 1 2 3
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
BORDER LAST REVISED 4/11/2008
05
-2
4-1
0
MA
INT
EN
AN
CE
EN
GIN
EE
RIN
G
CU 09603
3-31-11
29764
CONSTRUCTION AREA SIGNS
CS-1NO SCALE
ROAD
WORK
AHEAD
1
2
1
12
3
3
3
PAVEMENT
MAINTENANCE
36" x 18"
ON 4" x 4" POST
48" x 48"
ON 6" x 6" POST
36" x 36"
ON 4" x 6" POST
PM PLACEMENT REMARKS
A
B
A
STATIONARY MOUNTED
CONSTRUCTION AREA SIGNS
NOTES:
PLACEMENT TYPE
A B A
0.5 MILE0.5 MILE
W20-1
WORK
ROAD
AHEAD
W20-1
G20-2END
ROAD WORK
C23B (CA)
60" x 24"
PORTABLE CHANGEABLE MESSAGE SIGN
LOCATIONS TO BE CONFIRMED BY THE
ENGINEER BEFORE THE ACTUAL CLOSURE.
ALTERNATE MESSAGES MUST BE APPROVED BY
THE ENGINEER.
57.91
JO
HN
FO
X
TYPICAL SIGN PLACEMENT
FOR UNDIVIDED HIGHWAY
TYPICAL SIGN LAYOUT
1.
2.
MESSAGE MAY BE ALTERED BY THE ENGINEER.3.
4.
ALLEN C.
TOBEY
BEGIN WORK
REDUCE
SPEED
PORTABLE CHANGEABLE
MESSAGE SIGNS
EXPECT
DELAYS
MESSAGE FOR 2 LANE SECTIONS
PORTABLE CHANGEABLE MESSAGE SIGNS
SHALL BE DISPLAYED DURING SWEEPING
OPERATIONS AND WHEN CONSTRUCTION
OPERATIONS ARE ACTIVELY IN PROGRESS
UNLESS ORDERED OTHERWISE BY THE ENGINEER.
STA
69.04
57.40
AL
LE
N T
OB
EY
EA 347501
AT
03
-1
5-1
005-24-10
TYPELAYOUT
1
3
W20-1 48" x 48"
G20-2 36" x 18"
SIGN MESSAGE
ROAD WORK AHEAD
END ROAD WORK 3
60" x 24"C23B (CA) PAVEMENT MAINTENANCE
2 W20-1 36" x 36" ROAD WORK AHEAD 1
STATIONARY MOUNTED
CONSTRUCTION AREA SIGN DETAILS
PANEL SIZENo. OF
POSTS
No. OF
SIGNS
2
2
POST
SIZE
2
1
3
6" x 6"
4" x 6"
4" x 4"
CONSTRUCTION
AREA
END WORK
PANAMINT VALLEY ROAD
10+00
36+73
636+00
MA
LIS
SA
RE
YN
OL
DS
1. FOR SIGN INSTALLATION DETAILS AND DIMENSIONS NOT SHOWN SEE STANDARD PLANS.
2. SEE TABLE FOR PLACEMENT TYPE.
3. THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY.
4. SIGNS IN CONFLICT WITH EXISTING PROJECTS SHALL BE COVERED UPON INSTALLATION AS
DIRECTED BY THE ENGINEER.
MA
05-10-10
EXACT LOCATION AND POSITION OF CONSTRUCTION AREA SIGNS TO BE DETERMINED BY THE ENGINEER.
PREPARE
TO STOP
09 Iny 190R66.5/68.5
57.9/R63.7,5 9
7-6-10
3
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
E
NG
IN
EE
R
S
TA
TE OF CAL IFOR N
IA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => trmik
934750pa
DA
TE
PL
OT
TE
D =
>
06:59
21
-JU
DGN FILE =>
RELATIVE BORDER SCALE
IS IN INCHES
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
0 1 2 3
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
BORDER LAST REVISED 4/11/2008
05
-2
4-1
0
MA
INT
EN
AN
CE
EN
GIN
EE
RIN
GJO
HN
FO
X
CU 09603 EA 347501
3-31-11
29764
Q-1
SUMMARY OF QUANTITIES
PAINT TRAFFIC STRIPE (2-COAT)
DETAIL NUMBER
LOCATION
TOTAL
LOCATION
LF
18
LF
AT
LF
5
05-12-10
ALLEN C.
TOBEY
LF
27B
(N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY
SQFTLF (N) SQFTEA (N)
1
LIMIT
LINE"STOP"
21
LF
38A
LOCATION
TOTAL
LF
AL
LE
N T
OB
EY
TOTAL
LOCATION
TOTAL
EA
694
694
REMOVE PAVEMENT MARKER
03-15-10
COLD PLANE
AC PAVEMENT
IMPORTED MATERIAL
(SHOULDER BACKING)
TON TON TON
1
2
SQYD
ROADWAY ITEMS
TOTAL
976
204
TACK COATLOCATION
HOT MIX ASPHALT
(OPEN GRADED)
39
16
55
1072
249
32 32 22
54
1
10,640
16,3251
2
62,490
23,500
278
129,278
2
2
TON
HOT MIX ASPHALT
(TYPE A)
116
116
LOCATION
TOTAL
LF
2
ADJUST METAL
BEAM GUARD RAILING
MA
LIS
SA
RE
YN
OL
DS
MA
05
-1
0-1
0
THERMOPLASTIC PAVEMENT
MARKINGS
SALVAGE METAL BEAM GUARD
RAILING
50
50
LOCATION
TOTAL
EA
2 1
1
REMOVE END SECTION
LOCATION
TOTAL
EA
2 1
1
END SECTION
6487
1882
4605
1321 1180
1213
1213
2302 5058 4390
4295
09 Iny 190R66.5/68.5
57.9/R63.7,6 9
7-6-10
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
09 Iny 190R66.5/68.5
57.9/R63.7,7 9
7-6-10
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
20
06
RE
VIS
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
09 Iny 190R66.5/68.5
57.9/R63.7,8 9
7-6-10
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
20
06
RE
VIS
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
09 Iny 190R66.5/68.5
57.9/R63.7,9 9
7-6-10