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 x x x x x DESIGN ENGINEER LAST REVISION STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STATE HIGHWAY PROJECT ENGINEER REGISTERED CIVIL ENGINEER PROJECT MANAGER DATE 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 USERNAME => trmik a0f140ab DATE PLOTTED => 13:23 23-NO DGN FILE => POST MILES No. 0 2 3 RELATIVE BORDER SCALE IS IN INCHES CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/ TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2006 1 THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) OF INDEX OF PLANS TIME PLOTTED => 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 CU 06241 EA 0F1401 R 00-00-00 CONTRACT No. 10 Alp IN ALPINE COUNTY NEAR WOODFORDS AT THE WOODFORDS MAINTENANCE STATION ROUTE 89 PM 21.365 ROUTE BREAK Woodfords TURTLE ROCK PARK Rd AIRPORT Rd INDIAN CREEK DEER UC INDIAN CEMETARY Rd BARBER Rd EMMIGRANT TRAIL CARSON RIVER Rd DIAMOND VALLEY Rd COMANCHEE Rd FOOTHILL Rd ROUTE 88 ROUTE 88 ROUTE 89 To Hope Valley To Minden LOCATION OF CONSTRUCTION NO SCALE E JUNCTION ROUTE 88 PM 19.233 To Markleeville West Fork Randall Cr Carson River Indian Cr Indian Creek Reservoir River Carson Fork East Paynesville Millberry Cr WOODFORDS MAINTENANCE STATION 10-0F1404 CAROLINE REYES ARVINDER BAJWA PROJECT PLANS FOR BUILDING CONSTRUCTION ADJACENT TO MAINTENANCE STATION LOCATION CODE No. 5725 5725 Hutchison Mike D 36626 6/30/10 8/5/09 LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS." 1 27 November 23, 2009 SHEET No. DESCRIPTION 1 TITLE AND LOCATION MAP 2 TYPICAL CROSS SECTIONS 3-6 REVISED STANDARD PLANS BUILDING PLANS 7 GENERAL PLAN 8-9 ARCHITECTURAL PLANS 10-23 STRUCTURAL PLANS 24-27 ELECTRICAL PLANS THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT IS INCLUDED IN THE NOTICE TO BIDDERS AND SPECIAL PROVISIONS BOOK.
27
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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
S
TA
TE OF C AL I FOR N
I A
No.
Exp.
CIVIL
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
STATE HIGHWAY
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
STA
NIS
LA
US
MARIPOSA
MERCED
MA
DER
A
FRESNO
MONTEREY
INYO
TULARE
KINGS
OBISPO KERN
SANTA
BARBARA
VENTURA
LOS ANGELES
SAN BERNARDINO
RIVERSIDE
IMPERIALSAN DIEGO
ORANGE
SOLANO
ALAMEDA
ME
NT
O
SA
CR
A-
JOA
QU
INSAN
SAN
BENITO
SAN
LUIS
SU
TT
ER
SAN FRANCISCO
SAN MATEO
Dist COUNTY ROUTETOTAL
SHEETSTOTAL PROJECT
LOCATION MAP
USERNAME => trmik
a0f140ab
DA
TE
PL
OT
TE
D =
>
13
:2
3
23-N
O
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
THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) OF
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 CU 06241 EA 0F1401
R
00-00-00
CONTRACT No.
10 Alp
IN ALPINE COUNTY
NEAR WOODFORDS
AT THE WOODFORDS MAINTENANCE STATION
ROUTE 89 PM 21.365 ROUTE BREAK
Woodfords
TURTLE ROCK PARK Rd
AIRPORT
Rd
INDIAN CREEK DEER UC
INDIAN CEMETARY Rd
BARBER Rd
EM
MIG
RA
NT
TR
AIL
CARSON RIV
ER
Rd
DIAMONDVA
LLEY R
d
CO
MA
NC
HE
ER
d
FO
OT
HIL
L
Rd
ROUTE 88
RO
UT
E 8
8
RO
UT
E 8
9
To Hope Valley
To M
inden
LOCATION OF CONSTRUCTION
NO SCALE
E JUNCTION ROUTE 88 PM 19.233
To M
arkleeville
West Fork
R
an
d
all C
r
C
arson
R
iver
In
d
ia
n Cr
Indian
Creek
Reservoir
River
Carson
Fork
E
ast
Paynesville
Millberry
C
r
WOODFORDS
MAINTENANCE
STATION
10-0F1404
CA
RO
LIN
E R
EY
ES
AR
VIN
DE
R B
AJW
A
PROJECT PLANS FOR BUILDING CONSTRUCTION
ADJACENT TO
MAINTENANCE STATION
LOCATION CODE No. 5725
5725
Hutchison
Mike D
36626
6/30/10
8/5/09
LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."
1 27
November 23, 2009
SHEET
No. DESCRIPTION
1 TITLE AND LOCATION MAP
2 TYPICAL CROSS SECTIONS
3-6 REVISED STANDARD PLANS
BUILDING PLANS
7 GENERAL PLAN
8-9 ARCHITECTURAL PLANS
10-23 STRUCTURAL PLANS
24-27 ELECTRICAL PLANS
THE STANDARD PLANS LIST APPLICABLE TO THIS
CONTRACT IS INCLUDED IN THE NOTICE TO BIDDERS
AND SPECIAL PROVISIONS BOOK.
312
318
326
324
314312
316
332
328
330
316
334
322
320
326
320
322
90’
GAS
EQUIPMENT
BUILDING
HOUSE
SIGN
HOUSE
WOOD
STORAGE
SHED
GAS & DIESEL
PROPERTY FENCE LINE
LAYOUT
AST
WOODFORDS
MAINTENANCE STATION
RO
UT
E 8
8
1 2 3 4 5
10 Alp
1012
6
R = 25’
Elev 325.57’
Elev 327.12’
Elev 328.66’
Elev 330.21’
Elev 329.39’
Elev 328.74’
Elev 328.63’Elev 327.90’
Elev 325.36’
Elev 323.60’
Elev 325.57’
& CLASS 2 AB
a b
cd
TYPICAL CROSS SECTION
NO SCALE
Var
DRIVEWAY
CONFORM TO OGVar
MATERIAL BINS/DRIVEWAY
10’
20’
ef
g
h
i
j
k
l
m
n
30’
ROADWAY
EXCAVATION
HOT MIX ASPHALT CLASS 2
AB
CY CYTON
SUMMARY OF QUANTITIES
DRIVEWAY
TOTAL
OG
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
R = 55’
25’-75’
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 NIA
REGISTERED CIVIL ENGINEER
TIM
E P
LO
TT
ED
=>
USERNAME => trmik
a0f140ca
DA
TE
PL
OT
TE
D =
>
13
:2
3
23-N
O
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 06241CU EA 0F1401
00
-0
0-0
0
. .
.
.
.
.. . . .
- CONRETE SLAB
"A" LINE N 22^52’42.3" E
200.00’
.
OG
LOCATION NORTHING EASTING ELEVATION
a
b
c
d
e
f
g
h
i
j
k
l
m
n
325.57’
325.57’
323.60’
324.43’
325.36’
327.90’
328.63’
328.74’
329.39’
330.21’
328.66’
327.12’
32766.525 32836.572
32683.605 32801.582
32754.862 32864.212
32671.942 32829.222
32662.222 32852.255
32685.256 32861.974
32703.895 32907.828
32727.647 32928.705
32737.425 32937.299
32742.066 32928.723
32760.157 32908.985
32775.568 32898.822
32761.432 32892.745
32753.532 32879.541
COORDINATE LIST
DE
SIG
NC
AR
OL
IN
E R
EY
ES
LEGEND
NOTE:
- HOT MIX ASPHALT (TYPE B)
OFFICE &
(TYPE B)
0.35’ HMA (TYPE B)
0.65’ Cl 2 AB
140 130350
40’
Elev 324.43’
17’
LF
180
FRFR
FR
FIBER ROLL
- FIBER ROLL
FR
FR
FR
FR
FIBER ROLL
PLANTYPICAL CROSS SECTIONS
AND SUMMARY OF QUANTITIES
MATERIAL
BINS
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.
FG
.
.
.
.
. .
.
.
..
.
.
..
.
.
.
.
.
.
.
.
.
.
.
Elev 326.20’Elev 326.20’
326.20’
326.20’
2%
Hutchison
36626
6/30/10
36626
6/30/10
36626
6/30/10
36626
6/30/10
5725
.
.
.
.
.
Mike
SEE STRUCTURE
PLANS
X-1
HE
RN
AN
DO
R
AP
OS
AS
MIK
E H
UT
CH
IS
ON
HR
8/5/09
8/5/09
FOR COMPLETE RIGHT OF WAY DATA, CONTACT
2 27
11-23-09
SCALE 1"=20’
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
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PLAN
Fiber Roll
Slope
Fiber Roll
Furrow
SECTION
Slope
ELEVATIONSECTION
PERSPECTIVE
Grading conform
Fiber Roll
Notch
Stake
Rope
Fiber Roll
Stake
Rope
Stake
Grading Conform
5’-0" Above
Toe of Slope
Fiber Roll
Grading Conform
PERSPECTIVE
(TYPE 1) (TYPE 2)
Stake
5’-0" Above
Toe of Slope
Stagger JointsStagger Joints
Grading Conform
or Toe of Slopeor Toe of Slope
or Top of Slopeor Top of Slope
1.
2.
Installations shown in the perspectives
are for slope inclination of 10:1 and
steeper.
STAKE NOTCH DETAIL
Min LICENSED LANDSCAPE ARCHITECT
1’-0"
1’-6"
2’-0" 2’-0" 6"
þÿ���"�
Notch
4"
6’-6" Below
Grading Conform
5’-0" to 10’-0"
6’-6" Below
Grading Conform
5’-0" to 10’-0"
NOTES:
Signature
Renewal Date
Date
EROSION CONTROL DETAILS
(FIBER ROLL)
FIBER ROLL FIBER ROLL
FIBER ROLL (TYPE 1) FIBER ROLL (TYPE 2)
Fiber roll spacing varies depending upon
slope inclination.
g
ry
alzr
27
A. Be
56r
e
o
G
To accompany plans dated
NO SCALE
REVISED NEW STANDARD PLAN RNSP H51
2006 R
EV
IS
ED
NE
W S
TA
ND
AR
D P
LA
N R
NS
P H
51
TT
EC
HI
ARC
C A PED SA N
L
S
E D
EN
CL
I
Min
1’-0"
Min
Fiber Rolls Spaced
Equally Along Slope
Fiber Rolls Spaced
Equally Along Slope
Fiber Rolls Spaced
Equally Along Slope
Fiber Rolls Spaced
Equally Along Slope
3-4-09
02-28-11
03-04-09
April 3, 2009
RNSP H51 DATED APRIL 3, 2009 SUPERSEDES NSP H51 DATED DECEMBER 1, 2006
THAT SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006.
10 3 27
11-23-09
5725Alp
DIST COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
NO.
TOTAL
SHEETS
PLANS APPROVAL DATENo.
Exp.
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 IFORNIA
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
Fixed
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
þÿ�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
10 Alp 5725 4 27
11-23-09
DIST COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
NO.
TOTAL
SHEETS
PLANS APPROVAL DATENo.
Exp.
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 IFORNIA
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
þÿ�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
10 Alp 5725 5 27
11-23-09
DIST COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
NO.
TOTAL
SHEETS
PLANS APPROVAL DATENo.
Exp.
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 IFORNIA
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
þÿ�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 15’-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
10 Alp 5725 6 27
11-23-09
DESIGNER
DRAWN BY
SHEET LEGEND
A-1 ST-1ARCHITECTURAL STRUCTURAL
EE-1M-1
SS-1
ELECTRICALMECHANICAL
SANITARY
DESIGN SUPERVISOR
DESIGN ARCHITECT
CHECKED BY:
STRUCTURAL
REVIEW
W-1 WATER SUPPLY
X XXX-XX-XX
GENERAL PLANGP
GENERAL NOTES
ARCHITECTURAL
SHEET INDEX
ELECTRICAL
1NTS
1
2
GOFFREDO RIVIECCIO
GOFFREDO RIVIECCIO
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
SHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
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.
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
a0_00.dg
23
-N
O1
3:2
4
a0_00.dg
23-NO 13:24
No.
Exp.
S T A T E O F C A L F O R NA
LIC
EN
SE D A R C H
I T
EC
T
LICENSED ARCHITECT
- -01
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
PLANS APPROVAL DATE
DATE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
POST MILE
DS OSD Imperial Rev. 1 1/98
C-17914
8-31-2011
Goffredo
Rivieccio
Reviewed by:
CALIFORNIA STATE FIRE MARSHAL
APPROVED
Approval date:
ACCESSIBILITY DESIGN APPROVAL STAMP
DOT / DES / OTA
10-0F01401
DISTRICT - EA
Approval of this plan does not authorize or
approve any omission or deviation from
applicable regulations. Final approval is
subject to field inspection. One set of
approved plans shall be available on the
project site at all times.
Reviewed by:
Date:
1. CODE ANALYSIS
STRUCTURAL
GP
NEW COVERED
MATERIAL BINS
MATERIAL BINS
SITE PLAN
CONTRACTOR SHALL NOTIFY THE ENGINEER
IN WRITING OF ANY DISCREPANCIES BETWEEN
THESE PLANS AND ACTUAL MEASUREMENTS
OR FIELD CONDITIONS.
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
0F1401
10241
VB
S2
1
2,025 sf
NA
13,500 SF
NA
NO
NA
NO
NA
NA
BUILDING CONSTRUCTION TYPE
OCCUPANCY CLASSIFICATION
NUMBER OF STORIES
BUILDING AREA
AREA OF PROJECT
ALLOWABLE BUILDING AREA
AREA AND/OR HEIGHT INCREASE
FIRE SPRINKLERED
FIRE ALARM
OTHER FIRE PROTECTION SYSYEMS
SMOKE CONTROL SYSTEM
OCCUPANCY LOAD
OG
1401
332.2
2
OG1402
329.59
GUY1428
331.03
AC1352
334.97
SUH
V919450
328.0
8
AC1353
334.67
332
330
334
SUH
V919451
329.9
6
AC1354
333.60
AC1355
332.5
1
AC1356
331.89
GUY1413
334.0
8
AC
1357
331.59
OG
1408
329.11
OG1409
329.7
6
SUH
V919454
331.75
BWF1396
333.55
, 12.0
0’ ht.
AC1358
335.6
7
AC
1359
335.56
OG
1410
330.53
AC1360
333.89
OG1411
332.56
AC
1361
332.45
AC1362
331.11
AC1363
329.54
POLE1412
333.0
8 , j
oint
AC1364
EL1414332.6
4
OG1400
334.90
329.3
9 3
30.2
1
GENERAL PLAN
ABBREVIATIONS AND SYMBOLS
FLOOR PLAN, ELEVATIONS, COLOR SCHEDULE
A-0
CECILIA FAUST PC
CECILIA FAUST PC
(E) EQUIPMENT
STORAGE BLDG
(E) SAND
STORAGE
(E) FUEL ISLAND
(E) GAS
4
3
2
1
ACCESSIBILITY NOTES
JOHN E. WOODS
03/04/09
ST-1
ST-2
ST1-1
ST1-2
ST1-3
ST1-4
ST1-5
ST1-6
ST1-7
ST1-8
ST1-9
ST1-10
ST1-11
ST1-12
EE-0
EE-1
EE-2
EE-3
LEGEND
TITLE 24 COMPLIANCE FORM
SITE PLAN
POWER AND LIGHTING PLAN
ALL THE BUILDING WORK SHALL COMPLY WITH
THE FOLLOWING CODES :
2007 CALIFORNIA BUILDING CODE
2007 CALIFORNIA ENERGY CODE
2007 CALIFORNIA FIRE CODE
2007 CALIFORNIA ELECTRICAL CODE
AND CURRENT EDITION OF AMERICANS WITH
DISABILITIES ACT
5
6
7
04/14/09
PEDESTRIAN PATH OF TRAVEL (POT) FROM SITE ENTRANCE
ON PROPERTY LINE TO NEW MATERIAL BIN STORAGE IS NOT
REQUIRED TO BE IN THE SCOPE OF WORK, AS NO PUBLIC
TRANSPORTATION IS AVAILABLE ON THE ADJOINING STREET
AND ALL USERS OR ANY VISITORS ARRIVE BY PRIVATE
VEHICLE ONLY
NO PARKING SPACES, ACCESSIBLE OR STANDARD, ARE STRIPED
AND IDENTIFIED ON SITE. CONSEQUENTELY, NO EXTERIOR
P.O.T. MAY BE DEFINED ON SITE PLAN.
CONCRETE APRON AT THE NEW MATERIAL BIN STORAGE
SHALL HAVE MAX 5% MAX. SLOPE IN THE DIRECTION OF
TRAVEL AND 2% MAX CROSS SLOPE.
PATCHED ASPHALT AREA AROUND NEW CONCRETESLAB SHALL
HAVE MAX 2% SLOPE IN ANY DIRECTION.
ANY LEVEL CHANGES BETWEE CONCRETE APRON AND ASPHALT