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TRANSCRIPT
PLANS APPROVAL DATE
RE
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PR O F E S S I O N
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IN
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I A
No.
Exp.
CIVIL
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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
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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
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.
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R = 55’
25’-75’
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VIS
IO
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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
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D =
>
13
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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
.
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.
.
. .
.
.
..
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..
.
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.
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.
.
.
.
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
þÿ�D�R�I�V�E�W�A�Y� �S�H�A�L�L� �B�E� �M�A�X���"� �W�I
þÿ�N�O�T� �E�X�C�E�E�D�I�N�G ��"�
NEW BUILDING IS ACCESSIBLE BY SERVICE VEHICLES, AND NO
PEDESTRIAN TRAFFIC SHALL BE GENERATED BETWEEN NEW
BUILDING AND OTHER EXISTING BUILDING AND FACILITIES
ON SITE.
AISLES FORMED BY STORED MATERIALS, EQUIPMENT AND WALLS
SHALL BE MIN. 36" WIDE IF SERVING ONE SIDE AND MIN. 44" WIDE
IF SERVING BOTH SIDES.
5-15-2009
A1-1
LEGEND
CONCRETE STANDARD
MATERIALS STORAGE BINS FOUNDATION PLAN
MATERIALS STORAGE BINS ROOF FRAMING PLAN
MATERIALS STORAGE BINS ELEVATIONS
MATERIALS STORAGE BINS WALL AND SLAB SECTION
MATERIALS STORAGE BINS CANOPY FOOTING DETAILS
MATERIALS STORAGE BINS CANOPY SECTION AND DETAILS
MATERIALS STORAGE BINS CANOPY DETAILS 1
MATERIALS STORAGE BINS CANOPY DETAILS 2
MATERIALS STORAGE BINS CANOPY DETAILS 3
MATERIALS STORAGE BINS CANOPY DETAILS 4
MATERIALS STORAGE BINS CANOPY DETAILS 5
MATERIALS STORAGE BINS WOOD BUMPER DETAILS
EQ
UIP
ME
NT
BU
IL
DIN
G
OF
FIC
E &
10 Alp 5725 7 27
11-23-09
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
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_01.dg
23
-N
O1
3:2
4
a0_01.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
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:
GOFFREDO RIVIECCIO
GOFFREDO RIVIECCIO
0F1401
10241
CECILIA FAUST PC
CECILIA FAUST PC
ABBREVIATIONS AND SYMBOLS
AB
AC
ACT
ADJ
ADDL
ALT
ALUM
ARCH
ASPH
ANCHOR BOLT
ASPHALT CONCRETE
ACOUSTICAL TILE
ADJUSTABLE
ADDITIONAL
ALTERNATE
ALUMINUM
ARCHITECTURAL
ASPHALT
BD BOARD
BITUM BITUMINOUS
BLDG BUILDING
BLKG BLOCKING
BM BEAM
BOT BOTTOM
BTWN BETWEEN
BU BUILT-UP
FD
FDN
FE
FEC
FHMS
FHWS
FIN
FLR
FLUOR
FOC
FOM
FOS
FRP
FTG
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FLATHEAD METAL SCREW
FLATHEAD WOOD SCREW
FINISH
FLOOR
FLUORESCENT
FACE OF CONCRETE
FACE OF MASONRY
FOOTING
CAB
CB
CIP
CJ
CLG
CLR
COMP
CONC
CONT
CT
CTR
CTSK
CABINET
CATCH BASIN
CAST-IN-PLACE
CONTROL JOINT
CEILING
CLEAR
CONCRETE
CONTINIOUS
CERAMIC TILE
COUNTERSUNK
GA
GALV
GB
GLM
GR
GYPBD
GAUGE
GALVANIZED
GRAB BAR
GLUE LAMINATED MEMBER
GRADE
GYPSUM BOARD
HB HOSE BIB
HDR HEADER
HDWR HARDWARE
HM HOLLOW METAL
DIAG
DBL
DTL
DF
DIA
DIM
DN
DR
DS
DWG
DWR
(E)
E
EA
EF
EHD
EJ
EL
ELECT
ELVR
EMER
DOUBLE
DETAIL
DRINKING FOUNTAIN
DIAMETER
DIMENSION
DOWN
DOOR
DOWNSPOUT
DRAWING
DRAWER
EXISTING
EAST
EACH
ELECTRIC HAND DRYER
EXPANSION JOINT
ELECTRICAL
ELEVATOR
HORIZ
HR
HT
HVAC
HWY
ID
INSUL
JAN
JST
LAM
LAV
MAT
MAX
HORIZONTAL
HOUR
HEIGHT
HEATING VENTILATING AND
AIR CONDITIONING
HIGHWAY
INSIDE DIAMETER
INSULATION
JANITOR
JOIST
LAMINATE
LAVATORY
EQ
EQUIP
ESCL
EWC
EXP
EXT
EMERGENCY
EQUAL
EQUIPMENT
ESCALATOR
ELECTRIC WATER COOLER
EXPANSION
EXTERIOR
MB
MECH
MFR
MIN
MISC
MR
MT
MTD
MUL
MATERIAL
MAXIMUM
MACHINE BOLT
MECHANICAL
MANUFACTURER
MINIMUM
MISCELLANEOUS
MOISTURE RESISTANT
METAL THRESHOLD
MOUNTED
MULLION
NA
NIC
No.
NTS
OA
OC
OD
OPNG
PERF
PLWD
PMF
PT
PNT
QT
QTY
NOT IN CONTRACT
NUMBER
NOT TO SCALE
OVERALL
ON CENTER
OUTSIDE DIAMETER
OPENING
PERFORATED
PLYWOOD
PRESSED METAL FRAME
PRESERVATIVE TREATED
QUARRY TILE
QUANTITY
R
RD
REF
REINF
REQD
RFEC
RHWS
RO
R/W
S
SC
SCHD
SHT
SIM
SND
SS
STAG
STD
STL
SYM
RADIUS
ROOF DRAIN
REFERENCE
REINFORCED
REQUIRED
RECESSED FIRE EXTINGUISHER
ROUNDHEAD WOOD SCREW
ROUGH OPENING
RIGHT OF WAY
SOUTH
SOLID CORE
SCHEDULE
SHEET
SIMILAR
SANITARY NAPKIN DISPOSAL
STAINLESS STEEL
STAGGERED
STANDARD
STEEL
SYMETRICAL
T&G
TEMP
TIF
THLD
TYP
UNO
UR
VAR
VCT
VERT
W
W/
W/O
WC
WD
WDW
TONGUE AND GROOVE
TEMPORARY
THICK
TRUCK INSPECTION FACILITY
TYPICAL
UNLESS NOTED OTHERWISE
URINAL
VARIES
VINYL COMPOSITION TILE
VERTICAL
WEST
WITH
WITHOUT
WATER CLOSET
WOOD
WINDOW
COUNTER
DOWNDRAINDD
FIBER REINFORCED PANEL
A
XXX
L#
XX
1
A
PLAM PLASTIC LAMINATE
CABINET
GRID LINE
MATCH LINE
ROOM NUMBER
DOOR DESIGNATION
LOUVER DESIGNATION
X
--
A
AA
X
X
BUILDING SECTION NUMBER
A X
A X
A X
SHEET
DETAIL NUMBER
SHEET
SHEET
SECTION LETTER, SECTION DRAWN
ON SAME SHEET
ELEVATION LETTER, ELEVATION
DRAWN ON SAME SHEET
EXHAUST FAN
INT INTERIOR
MET
MKBD
METAL
MARKER BOARD
PLAS PLASTER
TK
VIF
T&B TOP AND BOTTOM
ID IDENTIFICATION
SUSP SUSPENDED
DIAGONAL
SPS STRUCTURAL PLYWD SHEATHING
DISP DISPENSER
HSB HIGH STRENGTH BOLT
ANGLEL
TS TUBE STEEL
PL
OH OPPOSITE HAND
CHANNELC
WINDOW DESIGNATION
mm MILLIMETER
SM SQUARE METER
MO MASONRY OPENING
ELEV
ELEVATION HEIGHT
COL COLUMN
COMPOSITION
CL CENTERLINE
THRESHOLD
WDT WIDTH
PAINT FINISH
ELEVATION POINT
SYMBOLS ABBREVIATIONS
WPX
SITE DATUM POINT NO.X
SDPX
A WALL TYPE
EWC ELECTRIC WATER COOLER
MOP SINKMS
SH METAL SHELVING
BUILDING WORKING POINT NO. X
X ELEVATION NUMBER
XDRAWING NUMBER
DEPTHDPT
N NORTH
NOT APPLICABLE
VTR VENT THROUGH ROOF
VERIFY IN FIELD
PROPERTY LINE
RM ROOM
FACE OF STUD OR STEEL
ELEVATION
FG FINISH GRADE
DETAIL DRAWN ON SAME SHEET
FOCS FACE OF CONCRETE SLAB
SLOPE
AC PAVING
CONCRETE
STEEL
SAND/MORTAR/PLASTER
BATT INSULATION
RIGID INSULATION
EXPANSION JOINT FILLER
PLYWOOD
GYPSUM BOARD
CONTINUOUS WOOD FRAMING
WOOD BLOCKING
FINISH WOOD
EARTH
CONCRETE MASONRY UNIT
X
A X SHEET
PARTIAL SECTION NUMBER
SHADED ARROW INDICATES ELEVATION
DRAWN
CENTER LINE
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
JOHN E. WOODS
03/04/09
A0-1
04/14/09
5-15-2009
8-31-2011
10 Alp 5725 8 27
11-23-09
1
N
CL C
LCL
90’-0"
30’-0"
30’-0"
30’-0"
15’-0"
15’-0"
15’-0"
15’-0"
15’-0"
15’-0"
22
"-4
"
10"-0"
FOW
FOW
FOC
CL OF
COLUMN
CL OF
COLUMN
CL OF
COLUMN
CL OF
COLUMN
CL OF
COLUMN
CL OF
COLUMN
þÿ�5���"� �
CONCRETE
SLAB. TYP.
CJ
CJ
2%
2%
2%
2%
2%
2%
FLOOR PLAN
þÿ ��"�=�
7
ST-2
WOOD
BUMPER
STEEL
COLUMN
TYP.
GUARD POST.TYP
4
ST1-5ST1-12
þÿ ��"�=�
REAR ELEVATION
þÿ ��"�=�
FRONT ELEVATION
þÿ ��"�=�
3SIDE ELEVATION
7"-8
"
30
"-0
"
22
"-4
"
EDGE OF ROOF ABOVE
EDGE OF ROOF ABOVE
PRE-FINISHED
METAL SIDING
PRE-FINISHED
METAL SIDING
BEYOND
CONCRETE WALL
STEEL COLUMN
þÿ�6�’�
BOTTOM OF
SIDING
METAL SIDING
MISC METALS
COLOR & PAINT SCHEDULE
ITEM COLOR
PRE-FINISHED
BY MFR
22 GA BR7-35 WALL PANEL
BY MORIN CORPORATION .
SURREY BEIGE COLOR
PRE-FINISHED
BY MFR
COATING SYSTEM
1
MANUFACTURERS’ DESIGNATIONS ARE SHOWN ONLY AS REFERENCE
AND EXAMPLES OF QUALITY, COLOR AND FINISH.
EQUAL MANUFACTURER’S PRODUCTS WHICH MATCH THESE PRODUCTS
MAY BE SUBMITTED FOR REVIEW AND APPROVAL.
POROUS STONE DE6220
LRV 57, DUNN EDWARDS
STRUCTURAL STEEL
POROUS STONE DE6220
LRV 57, DUNN EDWARDS
GUARD POSTS
1 DE5340 BANANA PEEL LRV 76
BY DUNN EDWARDS
TOP OF
CONCRETE WALL
0.00
EDGE OF CONCRETE SLAB
7’-8"
TOP OF CONCRETE SLAB
EDGE OF CONCRETE SLAB
NO PAINT REQUIRED
GALVANIZED ROOF DECKING.
SEE STRUCTURAL
GALVANIZED ROOF DECKING
ABOVE. SEE STRUCTURAL
GALVANIZED ROOF DECKING
1
4x8 PRESSURE TREATED
WOOD BUMPER.TYP. SEEST1-12
þÿ�4�’� TOP OF CONCRETE WALL
2’-5
"
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
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
a1_1.dgn
23
-N
O1
3:2
4
a1_1.dgn
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
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:
GOFFREDO RIVIECCIO
GOFFREDO RIVIECCIO
0F1401
10241
CECILIA FAUST PC
CECILIA FAUST PC
FLOOR PLAN, ELEVATIONS, COLOR SCHEDULE
A B C D
ABCD
2
1
A B C D
1
2
1 2
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
JOHN E. WOODS
03/04/09
A1-1
04/14/09
5-15-2009
8-31-2011
1
ST1-3
2
2
4
2
10 Alp 5725 9 27
11-23-09
Center Line
HD
Hex Hexagon
Horiz Horizontal
Max Maximum
MEA Mechanical Expansion Anchor
Min Minimum
OC On Center
OH Opposite Hand
Opt Optional
P Pitch
Plwd Plywood
Reinf
Sim
Sq Square
SW Stud Weld
TN Toe Nail
T&G Tongue-and-Groove
TS Tube Steel
Typ Typical
UON Unless Otherwise Noted
Vert Vertical
RCP Reinforced Concrete Pipe
Std Standard
Sym Symmetrical
Mech Mechanical
Holdown
Grid Line Indicator
Structural Plywood SheathingSPS
Reinforced, Reinforcing
Jt Joint
m Meter
LVL
Station Line
0/
PL
Diameter
Square
Bottom of Footing
Staggered
Similar
SDSTS Self Drill, Self Tap Screw
Req’d Required
OG Original Grade
MIW Malleable Iron Washer
LOL Layout Line
Laminated Veneer Lumber
High Strength BoltHSB
PWB Prefabricated Wood I Beam
PT Pressure Treated
AB
AC
Alt
BN Boundary Nailing
CB Carriage Bolt
CJ
CIDH Cast in Drilled Hole
Clr
Conc Concrete
Cont Continuous
DF Douglas Fir
(E) Existing
Ea Each
EL Elevation
EN
Eq Equal
Exp Expansion
FG Finish Grade
Flr Floor
FN
FOC Face of Concrete
FOM Face of Masonry
FOS Face of Stud
Ftg Footing
GLM Glue Laminated Member
Elec Electrical
Embedment
Ga
CMU Concrete Masonry Unit
Control Joint
Clear
Embed
Gage
Bldg Building
BlockingBlkg
Dbl Double
AAD
Const Construction
FDGM
Gyp Bd Gypsum Board
FL Flow Line
DIP Ductile Iron Pipe
APC
Galv Galvanized
Edge Nail
Ditto
APA
Free Draining Granular Material
Btm Bottom
DN Diameter Nominal
Face (Field) Nail
do
CP Complete Penetration Weld
HSS Hollow Structural Section
PDF Powder Driven Fastener
PW Puddle Weld
Mfr Manufacturer
Dia Diameter
Steel Plate
SYMBOLSABBREVIATIONS
(Manufacturers are
those noted in the
order shown.)
mm Millimeter
Stagg
NOTE: SPECIFIC DETAILS OR NOTES ON OTHER SHEETS SHALL PREVAIL OVER STANDARD DETAILS AND NOTES ON THIS SHEET
DESIGN
DETAILS
SUBMITTED BY
BY
BY CHECKED
CHECKEDFILE NO.
DRAWING
DATE
STANDARD DRAWING
APPROVED
DESIGN SUPERVISOR
, DESIGN ENGINEER
XS-25-0
1-16-04
1-04
Blocking in Section or Elevation
Continuous Member in Section
Bearing Wall
Glue Laminated Member Section
5b
Sheet Number
Additional Reference (if required)
Detail Number or Note Number
Reinforced Concrete
Free Draining Granular Material
.
..
..
..
... . .
.
.... .
Existing Features
Sand
Partial Section Cut
Full Section Cut
Equal
North Arrow
A
Revision Callout
CMU Wall on Plan Views
Dropped Slab on Plan Views
End of Member
Shearwall Schedule Symbol
X
Elevation or Working Point
Original Ground
Limits of Structural Backfill
(shown on plan view)
Anchor Bolt
Asphalt Concrete
Alternate
Adhesive Anchorage Device
Alternative Pipe Culvert
American Plywood Association
X
CL
SL
Frame Connector
Shear Wall
X
STX-X
X
STX-X
(Manufacturers are
those noted in the
order shown.)
Simpson
USP
Holdown, Typ
USP
Equal
Simpson
3
ST-1
Structural Backfill
Structural Excavation
X
LEGEND
XXXX
Length
Reference
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
SHEET
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
st0_01.d
23
-N
O13:25
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
DOES SD imperial Rev. 9/02
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
CIVIL
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
REGISTERED CIVIL ENGINEER
POST MILES
PLANS APPROVAL DATE
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.
DATE
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS ST-1
10241
0F1401
59791
William Rocha, Jr.
12-31-09
02-18-09
NOTE: SPECIFIC DETAILS OR NOTES ON OTHER SHEETS SHALL PREVAIL OVER STANDARD DETAILS AND NOTES ON THIS SHEET
DESIGN
DETAILS
SUBMITTED BY
BY
BY CHECKED
CHECKEDFILE NO.
DRAWING
DATE
STANDARD DRAWING
APPROVED
DESIGN SUPERVISOR
, DESIGN ENGINEER
XS-25-0
1-16-04
1-04 LEGEND
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
SHEET
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
st0_01.d
23
-N
O13:25
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
DOES SD imperial Rev. 9/02
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
CIVIL
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
REGISTERED CIVIL ENGINEER
POST MILES
PLANS APPROVAL DATE
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.
DATE
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS ST-1
5725
10241
0F1401
59791
William Rocha, Jr.
12-31-09
02-18-09
10 27
11-23-09
10 Alp
GROUND BAR DETAIL
3WALKWAY APRON
4
INTERIOR FOOTING5
6NON-BEARING WALL
DRIVEWAY APRON2
EXTERIOR FOOTING1
DROP SLAB AT
7
12CORNER/INTERSECTION REINF SPLICE, TYPICAL
PIPE DETAILS PARALLEL TO FOOTING
.
MOISTURE BARRIER
1
1
ACONCRETE NOTES
10
1 1
CONCRETE STANDARD
XS-25-1
DETAILS AND NOTES ON THIS SHEETSHEETS SHALL PREVAIL OVER STANDARDNOTE: SPECIFIC DETAILS OR NOTES ON OTHER
DESIGN
DETAILS
SUBMITTED BY
BY
BY CHECKED
CHECKEDFILE NO.
DRAWING
DATE
STANDARD DRAWING
APPROVED
DESIGN SUPERVISOR
, DESIGN ENGINEER
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.
CU
EA
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.SHEET
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
9PIPE DETAILS THROUGH FOOTING
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st0_02.d
23
-N
O13:25
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
1-16-04
CONTROL JOINT
8CONTRACTION JOINT
Finish Grade
Raised Curb if
shown on plans
4A
A 74’’ Fillet
No Scale
Wall & FootingCL
Optional87or
A 7
Exterior Footing
1
-Slope
Begin slope at
outside face of Wall
Extend Slab reinf
into Apron
No Scale
þÿ�5�
1
1
-Slope
A 4
7A
1Exterior Footing
A 4
No Scale
No Scale
for exact location.
portion. See Electrical Plans
Possible locations of exposed
if shown on Plans.
Top of raised Curb,
Min
6’’
Face of WallFace of Wall
Exterior Footing
1
CL
Bearing Wall or
A 4
A 7
shown on plans
Raised Curb ifShear Wall & Footing
No Scale
Raised Curb if
shown on plansCL
Non-Bearing Wall
Drop Slab4A
Face of Wall
A 7
No Scale
CL Joint
A 3
4A
7A
No Scale
Min4t
t
First Pour Second Pour
A 3
Slab Reinforcing
4A
A 7
Slab concrete may be poured continuously
across the Control Joint, to cover as
large an area as practical.
No Scale
Keyed Construction
Joint Form
Finish Grade
Sleeve
All Pipes Transverse to Footing
sleeve all around
No pipes permitted beneath
NOTE
Interior or Exterior Isolated Footings
No Scale
Concrete Footing
Maxþÿ�1
1
Concrete Fill
A 5Typ
9’’ MinMin
6’’
4’’
Min
Finish Grade
Bottom of Footing
Min
NOTE
For Pipe Cover, see Specifications:
Earthwork for Building Work
No digging for Pipe Trench parallel to
Footing below these lines.
Exterior Footing shown, Interior or
Exterior Isolated Footings are similar.
Min2
1
Pipe
No Scale
Vapor BarrierConcrete Slab
A 7
No Scale
Corner, Typ
45 Diameters
Lap
Intersection, Typ
Double Mat
45 Diameters
Lap
Intersection, Typ
Single Mat
Corner, Typ
No Scale
1. The following minimum concrete cover shall be provided for reinforcement.
4. ReinforcementSlab Thickness (t)
Preformed Plastic
Strip or Sawcut
1-04
6. See Mechanical and Architectural Plans for size and locations of pipe, vents,
ducts and other similar openings. See Electrical Plans for conduits and
outlet boxes in floors, walls, etc.
Minimum Cover
11-14-05
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILE
0 1 2 3DOES SD Imperial Rev. 9/02
1’-0’’
1’-
0’’
#5 total 2
1’-
0’’
#4 total 2
8’’
þÿ ��’�’�
þÿ ��’�’� �
at dropþÿ�3�
2’’
Clr
2’’
Clr
1’-0’’
1’-0’’#5 total 2
shall have 1’’ clearance from
3’-0’’
9’’
1’-6’’
3’’ of Sand
2. Splices in continuous reinforcement as in Walls, Wall Footings, etc. #8 or
smaller shall have a lap of 45 diameters and the splices in adjacent bars
shall not be less than 5’-0’’ apart.
Continuous Bars in spandrels, Wall Beams, etc. shall lap Top Bars at center of
span and Bottom Bars at supports.
3. Contraction Joints and Control Joints shall divide slab into areas not
exceeding 25 square yards without reentrant corners and with length to
width ratios not exceeding 1.5 to 1. Joint spacing shall not exceed 15’-0’’.
þÿ�3�
þÿ�5�
#3 @ 18 Each way, place in center of Slab
#4 @ 18 Each way, place in center of Slab
7. Place 4’’ of free draining granular material under slabs.
Dowels, 2’-8’’ long.
Same size & spacing as Slab Reinf.
Wrap one end with Bldg Paper
#4 x 20’-0’’
May be used as part of footing
reinforcing. Exposed portion shall be
covered with Heat Shrinkable Tubing
with 2’’ min embedment into concrete.
1’-4’’
5. Concrete fill is to be placed before Footing is poured. Make the same width as the
Footing and the full width of the Pipe trench. Concrete fill not required for pipes
less than 2’’ diameter for pipes more than 3’-0’’ below bottom of footing.
1’-
0’’
a. Concrete cast against and permanently exposed to earth __________ 3’’
b. Concrete exposed to earth or weather but cast in forms :
#6 thru #18 bars ___________________________________________ 2’’
þÿ� � � � � �#�5� �b�a�r� �a�n�d� �s�m�a�l�l�e�r�,� � �W�3�1� �o�r� �D�3�1� �
c. Concrete not exposed to weather or in contact with ground :
Slabs, Walls and Joists :
þÿ� � � � � �#�1�4� �a�n�d� �#�1�8� �B�a�r�_�_�_�_�_�_�_�_�_�_�_�_�_�_
þÿ� � � � � �#�1�1� �B�a�r� �a�n�d� �s�m�a�l�l�e�r�_�_�_�_�_�_�_�_�_�_�_
Beams and Columns :
þÿ� � � � � �P�r�i�m�a�r�y� �R�e�i�n�f�o�r�c�e�m�e�n�t�,� �T�i�e�s�,� �S�t�i�
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
CIVIL
RE
GS
T E R E D P R O F E S S O N A L E N G
NE
ER
S T A T E O F C A L F O R NA
PLANS APPROVAL DATE
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.
POST MILES
REGISTERED CIVIL ENGINEER DATE
ST-2
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
59791
William Rocha, Jr.
12-31-09
10241
0F1401
02-18-09
CONCRETE STANDARD
XS-25-1
DETAILS AND NOTES ON THIS SHEETSHEETS SHALL PREVAIL OVER STANDARDNOTE: SPECIFIC DETAILS OR NOTES ON OTHER
DESIGN
DETAILS
SUBMITTED BY
BY
BY CHECKED
CHECKEDFILE NO.
DRAWING
DATE
STANDARD DRAWING
APPROVED
DESIGN SUPERVISOR
, DESIGN ENGINEER
CU
EA
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.SHEET
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
st0_02.d
23
-N
O13:25
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
1-16-04
1-04
11-14-05
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILE
0 1 2 3DOES SD Imperial Rev. 9/02
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
CIVIL
RE
GS
T E R E D P R O F E S S O N A L E N G
NE
ER
S T A T E O F C A L F O R NA
PLANS APPROVAL DATE
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.
POST MILES
REGISTERED CIVIL ENGINEER DATE
ST-2
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
59791
William Rocha, Jr.
12-31-09
10241
0F1401
02-18-09
5725 11 27Alp10
11-23-09
6’’
Min
6’’
Min
2’-0’’
Min
1- 5-06
Column, Footing
and Wall, Typ
Column & Footing, Typ
Control Joint Type ’’A’’
22’-
4’’
20
’-0
’’
15’-0’’ 15’-0’’
8’’
Sim
91’-2’’
30’-
0’’
30’-0’’ 30’-0’’ 30’-0’’
90’-0’’
þÿ�S�c�a�l�e� � ��’�’
ADESIGN NOTES
b. Reinforced Concrete:
f’ c
f y =
a. Loads:
Equivalent Fluid Pressure =50 Ib/ft3
Stored Material (Gravity) = 100 Ib/ft3
Storage Bins:
Canopy:
d. Timber: DF No. 1 or Better
c. Structural Steel (Working Stress Design)
e. Foundation :
Allowable Soil Pressure ( DL + LL) :
Soils report dated:
2, 000 psf
2. All Miscellaneous Metal to be hot-dip galvanized
after fabrication.
CL
Wood Bumper, Typ
CL
Face of Concrete
OH
Sim
Concrete Wall
CL
-S
lop
e
Typ
total 4
Guardpost, Typ
-S
lop
e
Typ
-S
lop
e
Typ
-S
lop
e
Typ
-3’-0"
Face of Concrete
Face of Concrete
ST- 2
7
1
ST1-12
1
ST1-12
1
ST1- 3
1
ST1- 3
2
ST1- 3
2
ST1- 4
2
ST1- 4
4
ST1- 5
1
1
ST1- 4
Roof: Live Load = 20 psf
D
C
A
B
1
2
FOUNDATION PLAN
6 -19-08
-S
lop
e
Typ
-S
lop
e
Typ
Reinforced Concrete
þÿ�S�l�a�b� �5��
1. Design: The building work on this project has been
designed to conform to the 2007
California Building Code.
Wind Speed: 85 mph
Seismic: Site Class D
Typ
September. 15, 2008
For Soil Classification see Log of Test Borings
Sheet
= 3,000 psi
60,000 psi (Epoxy Coated Rebar)
Wide Flange: Fy = 50,000 psi
Tube Steel: Fy = 46,000 psi
11-05-08
Column,
þÿ�H�S�S� �1�0�x�
NTS Not to Scale
Typ
0’-0’’
0’-0’’
þÿ�0�’� þÿ�0�’�
ABBREVIATION
STORAGE BIN FOUNDATION PLAN
ST1-1
DESIGN ENGINEER
1- 5-06
FOUNDATION PLAN
6 -19-08 11-05-08
ST1-1
DESIGN ENGINEER
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
CIVIL
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
REGISTERED CIVIL ENGINEER
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
st1_01.d
24
-N
O13:41
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
PLANS APPROVAL DATE
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.
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
DOES SD imperial Rev. 9/02
DATE
MATERIALS
STORAGE BIN
0F1401
59791
William Rocha, Jr.
12-31-09
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
10241
BILL ROCHA C N BAPAT
BILL ROCHA C N BAPAT
02-18-09
10 Alp 5725 12 27
11-23-09
Elevation 325. 57 = Datum 0’-0’’
3’’
3’’
Typ
8’’
Typ
1- 5-06
do
do
do
do
do
do
TS Column, Typ
do
do
Metal Decking
Purlin,
W 10x19
Purlin,
W 10x19
Purlin,
W 10x19
do
do
TS Column
and Girder, Typ
Face of C 10
Face of C 10 Face of C 10
Purlin
Purlin,
W 10x19
Purlin,
W 10x19
Purlin,
W 10x19
Purlin,
W 10x19
do
10’-0’’ 10’-0’’ 10’-0’’
30’-0’’ 30’-0’’ 30’-0’’
4’-0’’ 90’-0’’ 4’-0’’
Eq
ual
Eq
ual
Eq
ual
Purlin,
W 10x19, Typ
Purlin,
W 10x19
G
irder,
W 1
0x22
CL
Typ
TypCL
Typ
G
irder,
W 1
0x22
Fascia,
C 1
0x15.3
Fascia
C 10x15.3
Fascia
C 10x15.3
Fascia
C 10x15.3
Fascia
C 10x15.3
Fascia
C 10x15.3
Fascia
C 10x15.3
Fascia,
C 1
0x15.3
1ROOF FRAMING PLAN
þÿ�S�c�a�l�e� � ��’�’
A
ST1- 6
2
ST1-11 1
ST1-11
1
ST1- 6
1
ST1- 8
1
ST1- 8
1
ST1- 7
3
ST1- 7
6
ST1- 7
7
ST1- 7
D
CB
A
1
2
ROOF FRAMING PLAN
Brace,
þÿ�L� �2���x�2�
1
ST1- 3
Typ
11-05-08
4’-
0’’
22’-
4’’
4’-
0’’
ST1-2
1- 5-06
ROOF FRAMING PLAN
11-05-08
ST1-2
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
CIVIL
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
REGISTERED CIVIL ENGINEER
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
st1_02.d
24
-N
O13:41
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
PLANS APPROVAL DATE
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.
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
DOES SD imperial Rev. 9/02
DATE
MATERIALS
STORAGE BIN
0F1401
59791
William Rocha, Jr.
12-31-09
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
10241
BILL ROCHA C N BAPAT
BILL ROCHA C N BAPAT
02-18-09
10 Alp 5725 13 27
11-23-09
1- 5-06
2
Metal Decking
of HSS Column, TypCL
Typ
1
ST1- 9
Concrete Wall
Reinforced Concrete Slab
CANOPY REAR ELEVATION
10’-0’’ 10’-0’’ 10’-0’’
of Threaded Rod Hanger, TypCL
Threaded Rod Hanger, Typ
3
ST1-10
OH
Metal Siding,
see Architectural Plans for details
þÿ�S�c�a�l�e� � ��’�’
HSS Column, Typ
HSS Column Footing, Typ
Top of Column
Top of Slab
Metal Decking
of HSS Column, Typ
1
24
Guardpost
Concrete Wall
6’-8’’9’-0’’6’-8’’
of Threaded Rod Hanger, Typ
Threaded Rod Hanger, Typ
CL
CL
A
ST1- 6
þÿ�S�c�a�l�e� � ��’�’
1CANOPY TRANSVERSE ELEVATION
Top of Slab
Bottom of Girt
Bottom of Girt
Bottom of Girt
Girt Support
5
ST1- 9
3
ST1- 9
Top of Pedestal
4
ST1-10
2
ST1- 9
Metal Siding,
see Architectural Plans for details
1’-
0’’
Bottom of Girt
1’-
0’’
HSS Column, Typ
HSS Column Footing, Typ
Fascia, Typ
A
ST1- 6
5
ST1- 9
2
ST1-10
1 2
ABCD
ELEVATIONS
Typ
Sim
Girt Support
5
ST1- 9
11-05-08
2
ST -9 1
1
ST -9 1
Typ
Girt,
þÿ�H�S�S� �7�x�
Girt,
þÿ�H�S�S� �7�x�
Girt,
þÿ�H�S�S� �7�x�
Girt,
þÿ�H�S�S� �7�x�
1’-
0’’
Top of Pedestal
1’-0’’
0’-0’’
1’-0’’þÿ�0�’�-
5’-0’’
9’-8’’
14’-4’’
16’-0’’
Metal Siding
Girt,
þÿ�H�S�S� �7�x�
ST1-3
1- 5-06
ELEVATIONS
11-05-08
ST1-3
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
CIVIL
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
REGISTERED CIVIL ENGINEER
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
st1_03.d
23
-N
O13:25
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
PLANS APPROVAL DATE
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.
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
DOES SD imperial Rev. 9/02
DATE
MATERIALS
STORAGE BIN
0F1401
59791
William Rocha, Jr.
12-31-09
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
10241
BILL ROCHA C N BAPAT
BILL ROCHA C N BAPAT
02-18-09
10 Alp 5725 14 27
11-23-09
1- 5-06
6’-
0’’
1’-
2’’
5’-3’’
1’-
2’’
Varie
s
3’’
3’’
Clr
1
1
, Typ
Alternate Tails
Const Jt
Const Jt
1TRANSVERSE SECTION
1
1
4’-
0’’
1’-
2’’
8’’
-
5’-3’’
1’-8’’
CL Concrete Wall
and Footing
6’-
0’’
Top of Slab
Top of Slab
10’-0’’
3
3’’
8’’
20’-0’’
#4
#4
#4
#4
#4
#5
#5
#5
#5
#5
#5
#5
þÿ���"� �C�h�a�m�
þÿ�2�’�
1
2
A
Top of Wall
Reinforced Concrete Wall
Top of Wall#4
#5
Const Jt
#5
#4
1
1
Slope
Column Footing, Typ
Finish Grade
45 Diameter
Lap
Alternate Hooks
Wall, Typþÿ�2�’�
3BAR ARRANGEMENT DETAIL
2’-0"
2’-0" 2’-0"
þÿ�2�’�
þÿ�2�’�6’-0"
2PARTIAL LONGITUDINAL SECTION
#4 @ 12
WALL AND SLAB SECTIONS
6’-
0’’
1’-
2’’
5’-3’’
1’-
2’’
Varie
s
3’’
3’’
1
1
, Typ
Alternate Tails
Const Jt
Const Jt
CLConcrete Wall
and Footing
Top of Slab
3
#4
#4
#4
#4
#5
#5
#5
#5
#5
D
2’-0"2’-0"2’-0"
þÿ�2�’�
þÿ�2�’�
6’-0"
Reinforced Concrete Wall
Typ
þÿ���"� �C�h�a�m�
Clr
2’-6’’ 2’-6’’
8’’
þÿ�5
�
06-25-08
.
.
.
.
.
.
.
.
..
.
.
.
.
.
.
.
6 mil
Moisture
Barrier Note: Under Slab Detail NTS, Typ
11-05-08
@ 8’’ OC, Typ
@ 12’’ OC, Typ
#4 @ 12’’ OC, Typ
@ 12’’ OC,Typ
@ 12’’ OC, Typ
#4 @
12’’ OC, Typ
@ 12’’ OC, Typ
@ 12’’ OC, Typ
@ 12’’ OC, Typ
#4 @ 12’’ OC, Typ
@ 12’’ OC, Typ
#4 @ 12’’ OC, Typ@ 12’’ OC, Typ
@ 12’’ OC, Typ
#4 @ 12’’ OC, Typ
@ 12’’ OC, Typ
#4 @ 12’’ OC, Typ
@ 12’’ OC, Typ
#4 @ 12’’ OC, Typ
@ 12’’ OC, Typ
@ 12’’ OC, Typ
@ 12’’ OC, Typ
#5 , Typ #5 , Typ
þÿ�S�c�a�l�e� � ���’�
þÿ�S�c�a�l�e� � ���’�
þÿ�S�c�a�l�e� � ���’�
#4 @ 12’’ OC, Typ
@ 12’’ OC, Typ
8’’
3’’ Sand
4’’ Free Draining
Granular Material
6’-0"
2’-6"
2’-0"
4
ST -5 1
2
ST -5 1
OH
ST1-4
1- 5-06
WALL AND SLAB SECTIONS
06-25-08 11-05-08
ST1-4
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
CIVIL
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
REGISTERED CIVIL ENGINEER
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
st1_04.d
23
-N
O1
3:2
6
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
PLANS APPROVAL DATE
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.
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
DOES SD imperial Rev. 9/02
DATE
MATERIALS
STORAGE BIN
0F1401
59791
William Rocha, Jr.
12-31-09
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
10241
BILL ROCHA C N BAPAT
BILL ROCHA C N BAPAT
02-18-09
10 Alp 5725 15 27
11-23-09
1’-8’’
Typ
8’-0’’
Square
1- 5-06
8’-0’’
5’’
2’’
Storage Bin Slab
Total 12
Lap with Threaded
Rod at Corners
Storage Bin Slab
Storage Bin Wall
Pipe Guard Post,
.
.
.
.
.
.
.
.
.
.. .
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. .
.
.
.
.
.
.
.
.
.
.. .
.
4’-
0’’
.
.
.
.
.
.
.
.
.
.. .
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. . .
.
.
.
.
. .
.
.
.
.
.
.
1’’
Note
For dimensions and callouts not shown see
Finish Grade
Top of Pedestal
Top of Pedestal
Bottom of Footing
Bottom of Footing
of Footing, Pedestal
and Guardpost
of Footing and Pedestal
Top and Bottom Mat
Note
Storage Bin Wall not shown.
þÿ�S�c�a�l�e� � ���’�
Scale 1’’ = 1’ - 0’’
Scale 1’’ = 1’ - 0’’
Scale 1’’ = 1’ - 0’’
.
.
.
.
.
.
.
.
...
.
.
..
.
..
.
.
.
.
.
.
.
.
. .. . .
.
.
..
.
.
..
.
.
.
..
.
..
.
..
.
.
.. .
..
.
.
.
.
..
..
..
..
.
lap corner bars
with Threaded Rod, Typ
/
HSS Column
1
2
þÿ�2
�’�
þÿ�2�’�
#5 @ 8,
Top and Bottom Mat
#5
#5
CL
CL
4
1COLUMN FOOTING AND GUARDPOST PLAN
2COLUMN FOOTING PLAN
þÿ�1���"� �M�o�r�t�a�r
3-#4 ties
2
ST1- 8
2’-
0’’
#6
Square Washer,
x4x4
with Double Nuts, Typ
þÿ��PL
3COLUMN PEDESTAL SECTION
2’-0’’
#6
Threaded Rod, Typ
HSS Column
Pipe 6 Std,
Filled with Concrete and
with Rounded Concrete Cap
4COLUMN FOOTING AND GUARDPOST DETAIL
1 2 3
2
ST1- 8
þÿ�
CANOPY FOOTING DETAILS
3
#5 @ 8’’ OC, Typ,
Top and Bottom Mat
Threaded Rod,
þÿ�1 ��"� �0� �w�i�t�h� �L
Total 4
Storage Bin Wall
#4 @ 6’’ OC, Typ
þÿ���’�’� �C�h�a�
2’-0’’
1
#4 @ 6’’ OC, Typ
þÿ���’�’� �E�x�p� �J�t� �F�i�l�l�e�r� �M�a�t
þÿ���’�’� �E�x�p� �J�t� �F�i�l�l�e�r� �M�a�t
3
ST1-5
1- 5-06
CANOPY FOOTING DETAILS
ST1-5
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
CIVIL
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
REGISTERED CIVIL ENGINEER
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
st1_05.d
23
-N
O1
3:2
6
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
PLANS APPROVAL DATE
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.
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
DOES SD imperial Rev. 9/02
DATE
MATERIALS
STORAGE BIN
0F1401
10 5725
59791
William Rocha, Jr.
12-31-09
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
10241
Alp
BILL ROCHA C N BAPAT
BILL ROCHA C N BAPAT
02-18-09
16 27
11-23-09
1’-10’’
Square
3’’
Typ
3’’
Typ
3’’
Clr
, T
yp
3’’
Clr
, T
yp
1- 5-06
End of Girder
Purlin, Typ
Fascia
Fascia,
Set Plumb
GirderEnd of Girder
Fascia,
Set Plumb
Fascia
1PARTIAL ROOF SECTION
þÿ�S�c�a�l�e� � � �1� ��
1
ST1- 7
1
ST1- 8
2
ST1- 7
2
ST1- 7
1
ST1- 8
A
3
ST1- 7
Purlin
Column
HSS Column
HSS Column
Metal Decking
Column
Purlin
24
1
CL
CL
CL
CL
A3Metal Deck And Screw Pattern
Deck Type Depth & GagePositive Section
Modulus
Negative Section
Modulus
Minimum Yield
Strength
.18 in/ftMetal Decking
Section PropertiesA1
Moment of InertiaParallel
Supports
Perpendicular
Supports And
Panel Ends
4- #12 SDSTS
Per Sheet
Screw ScheduleA2
Side LapsDiaphragm
Shear Capacity
AMETAL DECKING NOTES
4 3 3
Profile SDSTS per support
436"
12
þÿ�1���"� �x .178 in/ft .19 in/ft 38 Ksi 180 Ib/ft
CANOPY SECTION AND DETAILS
#12 SDSTS
@ 2’-0" OC
#12 SDSTS
@ 2’-0" OC
ST1-6
1- 5-06
CANOPY SECTION AND DETAILS
ST1-6
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
CIVIL
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
REGISTERED CIVIL ENGINEER
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
st1_06.d
23
-N
O1
3:2
6
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
PLANS APPROVAL DATE
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.
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
DOES SD imperial Rev. 9/02
DATE
MATERIALS
STORAGE BIN
0F1401
59791
William Rocha, Jr.
12-31-09
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
10241
BILL ROCHA C N BAPAT
BILL ROCHA C N BAPAT
02-18-09
10 5725 Alp 17 27
11-23-09
1- 5-06
End of Girder
Girder
Metal Decking
End of Girder
Metal Decking
Girder
of Girder
Purlin, Typ
Girder
Metal Decking
Shear Plate,
Typ
End of Purlin
of Shear Plate
and Purlin
Typ
End of Girder
or Purlin
Cope, Typ
Cope, Typ
Cope, Typ
Girder or Purlin
Fascia,
Set Plumb
Girder
of Girder
Fascia,
Set Plumb
OH
8’’
3’’
3’’
1GIRDER TO FASCIA CONNECTION
Fascia
þÿ�1
CL
/
þÿ� � �o�f� �
Girder and Fascia
þÿ� �o�f� �L
Girder and Fascia
þÿ�L� �4�x�3
þÿ�L� �4�
þÿ�L� �4�
4
Scale 3’’ = 1’ - 0’’
2PURLIN TO GIRDER CONNECTION
Scale 3’’ = 1’ - 0’’
1’’
3’’
3’’
8’’
CL
/
4
CL
þÿ
þÿ
5
þÿ
þÿ
Fascia
/
CL
4
5
8’’
3’’
3’’
þÿ�1
3GIRDER TO FASCIA CONNECTION
Rþÿ
4GIRDER OR PURLIN COPING DETAIL
Scale 3’’ = 1’ - 0’’
5GIRDER TO FACIA CONNECTION
Scale 3’’ = 1’ - 0’’
þÿ�1
Fascia
Fascia
Typ
CL
/
Scale 3’’ = 1’ - 0’’
þÿ �"� �0� �B�
þÿ �"� �0� �B�
þÿ �"� �0� �B�
þÿ �"� �0� �B�
þÿ�‘PL x8x4, Typ
þÿ
þÿ
þÿ
þÿ
Note
Metal Decking not shown.
Miter ends of Fascia
FasciaFascia,
Set Plumb
Fascia
7’’
þÿ �"� �0� �B�
Face of L 3X3
of L 3X3
and Fascia
þÿ�L� �3
CL
/
6Scale 3’’ = 1’ - 0’’
FASCIA TO FASCIA CONNECTION
End of Purlin
Purlin
Metal Decking
Shear Plate,
Cope, Typ
Fascia,
Set Plumb
Fascia
of Shear Plate,
Girder and Fascia
OH
þÿ�1
8’’
3’’
3’’
x8x4
þÿ �"� �0� �B�
þÿ�‘PL
CL
/
þÿ
þÿ
7Scale 3’’ = 1’ - 0’’
PURLIN TO FASCIA CONNECTION
CANOPY DETAILS 1
4
ST1-7
1- 5-06
CANOPY DETAILS 1
ST1-7
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
CIVIL
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
REGISTERED CIVIL ENGINEER
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
st1_07.d
23
-N
O1
3:2
6
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
PLANS APPROVAL DATE
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.
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
DOES SD imperial Rev. 9/02
DATE
MATERIALS
STORAGE BIN
0F1401
59791
William Rocha, Jr.
12-31-09
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
10241
BILL ROCHA C N BAPAT
BILL ROCHA C N BAPAT
02-18-09
10 5725 Alp 18 27
11-23-09
þÿ�1
Typ
1’’
Typ
1’’
Typ
3’’
Typ
þÿ �
Typ
þÿ�1
Typ
þÿ�1�
Typ
1- 5-06
/
HSS Column
Column and Base PlateCL
2HSS COLUMN BASE PLATE PLAN
Scale 3’’ = 1’ - 0’’
PL 1 ’’
þÿ�1 ��"� �0� �T�h�r�e�a
of HSS Column,
and Girder
Column Cap,
3
and Girder
Metal Decking
Top of Column
Face of Girder and Purlin
Girder
Purlin
Purlin
Column
Column Cap
of HSS Column
1GIRDER TO PURLIN CONNECTION
Scale 3’’ = 1’ - 0’’
8’’
3’’
3’’
1’’
11’’
3COLUMN CAP DETAIL
Scale 3’’ = 1’ - 0’’
/
CL
/
PL 1 ’’
PL 1 ’’
/
CL
þÿ �"� �0� �B�
þÿ �"� �0� �B�
þÿ �"� �0� �B�
PL 1 ’’
of HSS Column
and
CL
þÿ
þÿ
1’-
6’’
CANOPY DETAILS 2
CP
ST1-8
1- 5-06
CANOPY DETAILS 2
ST1-8
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
CIVIL
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
REGISTERED CIVIL ENGINEER
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
st1_08.d
23
-N
O1
3:2
6
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
PLANS APPROVAL DATE
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.
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
DOES SD imperial Rev. 9/02
DATE
MATERIALS
STORAGE BIN
0F1401
59791
William Rocha, Jr.
12-31-09
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
10241
BILL ROCHA C N BAPAT
BILL ROCHA C N BAPAT
02-18-09
10 5725 Alp 19 27
11-23-09
1’-6’’
Square
2’’
Typ
2’’
Typ
þÿ�1
�
Typ
þÿ�3�
Typ
1 -5 -06
6’’
þÿ�1
7’’
Girt
HSS Column
Cap
/
and Girt Support
Girt Support
Note
Metal Siding not shown.
Girt
HSS Column
/
HSS Column
Girt Support
Girt
of Girt and
Girt Support
Metal Siding
Note
Metal Siding not shown.
Seal
þÿ �"� �0� �B�
þÿ ��"� �0� �B�
þÿ �"� �0
5
of HSS Column
of HSS Column
and Girt Support
CL
3GIRT TO COLUMN DETAIL
Scale 3’’ = 1’ - 0’’
/
CL
4Scale 3’’ = 1’ - 0’’
GIRT SUPPORT TO HSS COLUMN DETAIL
CL
þÿ �PLGirt Support,
þÿ�L� �7�X�4�
þÿ
þÿ
þÿ
þÿ
þÿ
4
5Scale 3’’ = 1’ - 0’’
GIRT SUPPORT TO HSS COLUMN DETAIL
6’’
7’’
Girt
Girt
HSS Column
Note
Metal Siding not shown.
/
Girt Support, Typ
and Girt Support
of HSS Column
1Scale 3’’ = 1’ - 0’’
GIRT TO COLUMN DETAIL
þÿ �"� �0� �B�
5
CL
/
6’’
7’’
Girt
HSS Column
and Girt Support
Girt Support
Note
Metal Siding not shown.
of HSS Column
þÿ �"� �0� �B�
CL
5
2Scale 3’’ = 1’ - 0’’
GIRT TO COLUMN DETAIL
þÿ �PL
þÿ �PL
CANOPY DETAILS 3
ST1-9
1 -5 -06
CANOPY DETAILS 3
ST1-9
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
CIVIL
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
REGISTERED CIVIL ENGINEER
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
st1_09.d
23
-N
O1
3:2
7
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
PLANS APPROVAL DATE
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.
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
DOES SD imperial Rev. 9/02
DATE
MATERIALS
STORAGE BIN
0F1401
59791
William Rocha, Jr.
12-31-09
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
10241
BILL ROCHA C N BAPAT
BILL ROCHA C N BAPAT
02-18-09
10 5725 Alp 20 27
11-23-09
þÿ�1
Typ
þÿ �
Gap
þÿ�1
Typ
1- 5-06
Purlin
2
/
Metal Decking
Girt, Typ
Metal Decking
Purlin
Girt, Typ
/
Purlin
Girt, Typ
End of Support Hanger
and Face of Purlin
Face of Support Hanger
Stiffener, Typ
Stiffener , Typ
/
Support Hanger
with Oversize Hole
1’-2’’
Metal Siding,
see Architectural Plans
Metal Siding,
see Architectural Plans
Metal Siding
Top of Metal Siding
Top of Support Hanger
Support Hanger,
Provide Oversize Holes in
Support Hanger to Allow
Threaded Rod to Hang Plumb.
/
/
Girder
Metal Decking
/
Girt, Typ
/
Stiffener , Typ/
Metal Siding
Top of Metal Siding
Top of Support Hanger
Support Hanger,
Provide Oversize Holes in
Support Hanger to Allow
Threaded Rod to Hang Plumb.
1GIRT SUPPORT DETAIL
Scale 3’’ = 1’ - 0’’
2GIRT AND METAL DECKING DETAILS
Scale 2’’ = 1’ - 0’’3
GIRT AND METAL DECKING SECTION
Scale 2’’ = 1’ - 0’’
4GIRT AND METAL DECKING SECTION
Scale 2’’ = 1’ - 0’’
þÿ �"� �0
þÿ �"� �0� �B�
þÿ �"� �0� �B�
/
þÿ���"� �0� �J
þÿ���"� �0� �T�h�r
þÿ���"� �0� �T�h�r
with Adjustment Nuts
as shown
þÿ���"� �0� �T�h�r
with Adjustment Nuts
as shown
þÿ���"� �0� �T�h�r
with Adjustment Nuts
as shown
þÿ���"� �0� �J
Support Hanger,
C 10x15.3
3
Typ
þÿ �PL
1
Typ
þÿ �PL
CANOPY DETAILS 4
ST1-10
1
1- 5-06
CANOPY DETAILS 4
ST1-10
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
CIVIL
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
REGISTERED CIVIL ENGINEER
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
st1_10.d
23
-N
O1
3:2
7
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
PLANS APPROVAL DATE
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.
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
DOES SD imperial Rev. 9/02
DATE
MATERIALS
STORAGE BIN
0F1401
59791
William Rocha, Jr.
12-31-09
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
10241
BILL ROCHA C N BAPAT
BILL ROCHA C N BAPAT
02-18-09
21 27
11-23-09
10 Alp 5725
þÿ��
Typ
þÿ��
Typ
2’’
Typ
þÿ�2�
Typ
þÿ��
Typ
1- 5-06
þÿ�3
�
Typical Intermmediate Span
þÿ�1
5’’
þÿ�1
2’’þÿ�1
5’’
4’’
þÿ�1
þÿ�1
2’’
þÿ�1
2’’
Typical Intermmediate Span
Note
For Welding Details see
Note
For Dimensions see
, Typ
/
/
Purlin, Typ
Metal Decking
Metal Decking
Purlin, Typ
Brace,
þÿ�L� �2���X�
Shear Tab,
Shear Tab,
Face of C10
Fascia
Shear Tab,
Fascia
Face of C10
Shear Tab,
Typ
Shear Tab,
Brace,
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Brace,
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1CANOPY BRACE CONNECTION DETAIL
Scale 3’’ = 1’ - 0’’
þÿ 0PL
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ST1- 6
1
þÿ 0PL
2Scale 3’’ = 1’ - 0’’
CANOPY BRACE WELDING DETAIL
2
2
CANOPY DETAILS 5
ST1-11
1- 5-06
CANOPY DETAILS 5
ST1-11
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
CIVIL
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
REGISTERED CIVIL ENGINEER
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
st1_11.d
23
-N
O1
3:2
7
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
PLANS APPROVAL DATE
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.
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
DOES SD imperial Rev. 9/02
DATE
MATERIALS
STORAGE BIN
0F1401
59791
William Rocha, Jr.
12-31-09
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
10241
BILL ROCHA C N BAPAT
BILL ROCHA C N BAPAT
02-18-09
22 27
11-23-09
10 Alp 5725
þÿ�1
Typ
2’’
Typ
þÿ�1
Typ
5’’
Typ
þÿ�1
Typ
1- 5-06
..
..
..
..
..
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..
.
6’’
1’-
6’’
1’-
6’’
4’-
0’’
Top of Wood Bumper
Wood Bumper
and Anchor Bolts
Wood Bumper
Top of Slab
Anchor Bolts, Typ
1WOOD BUMPER DETAIL
þÿ�S�c�a�l�e� � � �1� ��
2WOOD BUMPER SECTION
Scale 3’’ = 1’ - 0’’
.
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Pressure Treated 4x8
þÿ�A�n�c�h�o�r� �B�o�l�t� �
and Cut Washer.
Countersink into Bumper, Typ
CL
CL
WOOD BUMPER DETAILS
ST1-12
1- 5-06
WOOD BUMPER DETAILS
ST1-12
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
CIVIL
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
REGISTERED CIVIL ENGINEER
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
st1_12.d
23
-N
O1
3:2
7
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
PLANS APPROVAL DATE
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.
DIVISION OF ENGINEERING SERVICES
ARCHITECTURAL
STRUCTURAL DESIGN
AND
DOES SD imperial Rev. 9/02
DATE
MATERIALS
STORAGE BIN
0F1401
59791
William Rocha, Jr.
12-31-09
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINS
10241
BILL ROCHA C N BAPAT
BILL ROCHA C N BAPAT
02-18-09
23 27
11-23-09
10 Alp 5725
LEGEND
GRAPHIC SYMBOLS FOR ELECTRICAL WIRING AND LAYOUT DIAGRAMS
SYMBOL DESCRIPTION
SYMBOL DESCRIPTION
S S
R R
B B BLANK OUTLET
RECESSED INDIVIDUAL FLUORESCENT
FIXTURE
R
D DROP CORD
SURFACE OR PENDANT INDIVIDUAL
FLUORESCENT FIXTURE
DUPLEX, SPECIAL PURPOSE RECEPTACLE
OUTLET
SINGLE, SPECIAL PURPOSE RECEPTACLE
OUTLET
RRANGE OUTLET
CLOCK HANGER RECEPTACLEC
F FAN HANGER RECEPTACLE
FLOOR SINGLE RECEPTACLE OUTLET
FLOOR DUPLEX RECEPTACLE OUTLET
FLOOR SPECIAL PURPOSE OUTLET
MULTI-OUTLET ASSEMBLY
S SINGLE POLE SWITCH
S 2 DOUBLE POLE SWITCH
S 3 THREE WAY SWITCH
S4 FOUR WAY SWITCH
S D AUTOMATIC DOOR
S K KEY OPERATED SWITCH
S P SWITCH AND PILOT LIGHT
S MC MOMENTARY CONTACT SWITCH
S RC REMOTE CONTROL SWITCH
S WP WEATHERPROOF SWITCH
S F FAN SWITCH
SYMBOL DESCRIPTION
J J JUNCTION BOX
X X EXIT LIGHT
SURFACE OR PENDANT CONTINUOUS
NOTE:
SODIUM VAPOR), DESIGN TYPE,NUMBER
OF LAMPS AND WATTAGE.
32 WATT LAMPS
2 LAMPS
DESIGN TYPE
FLUORESCENT
A LOWER CASE LETTER NEAR GRAPHIC
LIGHTING FIXTURE SYMBOL DENOTES
THAT FIXTURE IS CONTROLLED BY A
SIMILARLY MARKED SWITCH, AN ALPHA-
NUMERIC SYMBOL NEAR GRAPHIC LIGHT-
ING FIXTURE SYMBOL DENOTES FIXTURE
TYPE, (I=INCANDESCENT, F=FLUORESCENT,
MH=METAL HALIDE, H=HIGH PRESSURE
(GFCI)
WP
DUPLEX RECEPTACLE OUTLET,WEATHERPROOF
(WITH GFCI)
(GFCI) DUPLEX RECEPTACLE OUTLET (WITH GFCI)
DUPLEX RECEPTACLE OUTLET
SSWITCH AND SINGLE RECEPTACLE
SSWITCH AND DUPLEX RECEPTACLE
H HAND DRYER
HAND DRYER NOZZLE
SOUND SYSTEM LOUD SPEAKER OUTLET
PUSHBUTTON
L
PUSHBUTTON STATION, NC, WITH
LOCKING DEVICE FOR OPEN
PUSHBUTTON STATION MOTOR CONTROL
BUZZER
BELL
COMBINATION BELL-BUZZER
T THERMOSTAT
PS PRESSURE SWITCH
R CONTROL RELAY
FS FLOW SWITCH
R RADIO OUTLET
TV TELEVISION OUTLET
M MICROPHONE OUTLET
COMBINATION LIGHTING AND POWER
MC MOTOR CONTROLLER
DISCONNECT SWITCH
CONDUIT CONCEALED IN CEILING OR WALL
CONDUIT CONCEALED IN FLOOR
A1, A2
HOMERUN TO PANELBOARD, ARROWS INDICATE
NUMBER OF CIRCUITS, LETTER DENOTES PANEL-
BOARD, NUMERAL DENOTES CIRCUIT.
CONDUIT, POLYVINYL CHLORIDE, UNDERGROUND
CONDUIT, FLEXIBLE
SM SURFACE METAL RACEWAY
CONDUIT, TURN UP
CONDUIT, TURN DOWN
CONDUIT SEAL, EXPLOSION-PROOF
ADAPTER, ONE TYPE CONDUIT TO ANOTHER
POLE-TOP LUMINAIRE
POLE-ARM LUMINAIRE
POLE
CONDUIT, EXPANSION JOINTX
HPS
S T
S VS VARIABLE SPEED MOTOR CONTROL SWITCH
PEC PHOTOELECTRIC CELL
POWER PANEL
LIGHTING PANEL
FLUSH-MOUNTED PANELBOARD AND CABINET
CIRCUIT BREAKER, DOUBLE POLE
CIRCUIT BREAKER, THREE POLE
GFCI CIRCUIT BREAKER, WITH GROUND FAULT
CIRCUIT INTERRUPTER
CONTACT, NORMALLY OPEN
CONTACT, NORMALLY CLOSED
CONTACT, NORMALLY CLOSED, TIME DELAY
CLOSING ON DE-ENERGIZING
CONTACT, NORMALLY OPEN, TIME DELAY
OPENING ON DE-ENERGIZING
CONTACT,NORMALLY OPEN, TIME DELAY
CLOSING ON ENERGIZING
CONTACT, NORMALLY CLOSED, TIME DELAY
OPENING ON ENERGIZING
CIRCUIT BREAKER, SINGLE POLE
CONTACT, SINGLE POLE DOUBLE-THROW
OPERATING COIL
LIQUID LEVEL ACTUATED SWITCH,
NORMALLY CLOSED
LIQUID LEVEL ACTUATED SWITCH,
NORMALLY OPEN
PRESSURE ACTUATED SWITCH,
NORMALLY CLOSED
PRESSURE ACTUATED SWITCH,
NORMALLY OPEN
FLOW ACTUATED SWITCH, NORMALLY CLOSED
FLOW ACTUATED SWITCH, NORMALLY OPEN
TEMPERATURE ACTUATED SWITCH,
NORMALLY CLOSED
TEMPERATURE ACTUATED SWITCH,
NORMALLY OPEN
LIMIT SWITCH, NORMALLY CLOSED
LIMIT SWITCH, NORMALLY OPEN
PUSHBUTTON SWITCH, NORMALLY CLOSED
PUSHBUTTON SWITCH, NORMALLY OPEN
SWITCH, DOUBLE-POLE
SWITCH, SINGLE-POLE, DOUBLE-THROW
SWITCH, SINGLE-POLE
SWITCH, DOUBLE-POLE, DOUBLE-THROW
SWITCH, SINGLE-POLE, 3-POSITION
THERMAL OVERLOAD
FUSE
RESISTOR
VARIABLE RESISTOR
TRANSFORMER WINDING
GROUNDING ELECTRODE
ENCLOSURE BOND
PILOT LIGHT (A=AMBER, G=GREEN, R=RED)
A
G GENERATOR
M MOTOR
F FAN MOTOR
A SECTION/ELEVATION LETTER
SHEET NUMBER
EE-2
1 DETAIL NUMBER
SHEET NUMBER
EXISTING FLUORESCENT FIXTURE-REMOVE
EXISTING RECEPTACLE OUTLET-TO REMAIN
EXISTING RECEPTACLE OUTLET-REMOVE
E E EXISTING CONDUIT AND CONDUCTORS-TO REMAIN
UNLESS OTHERWISE NOTED
S EXISTING SWITCH-TO REMAIN
S EXISTING SWITCH-REMOVE
EXISTING OUTLET-TO REMAIN
J EXISTING JUNCTION BOX-TO REMAIN
J EXISTING JUNCTION BOX-REMOVE
EXISTING CONDUIT AND CONDUCTORS-REMOVE
EXISTING INCANDESCENT FIXTURE-REMOVE
EXISTING FLUORESCENT FIXTURE-TO REMAIN
REMODEL WORK
SYMBOL DESCRIPTION
S L
S H
LIGHT SWITCH
HEATER SWITCH
SURFACE-MOUNTED PANELBOARD AND CABINET
SINGLE RECEPTACLE OUTLET
EE-2
CONDUIT EXPOSED
T S TIMER SWITCH
(2) 16C, PVC, 2#12
S M MOTION SENSOR SWITCH
CONDUCTOR INFO (PER CONDUIT)
CONDUIT TYPE
CONDUIT SIZE
NUMBER OF CONDUITS (NO NUMBER
INDICATES ONE CONDUIT)
EXAMPLE : (4) F 2 - 2 x 32
NUMBER OF FIXTURES
EXISTING INCANDESCENT FIXTURE-TO REMAIN
G
C
GLASS BREAK DISCRIMINATOR
MAGNETIC CONTACT SWITCH-PEDESTRIAN DOOR
K KEYPAD FOR ALARM SYSTEM
S SMOKE DETECTOR
H HEAT DETECTOR
P
AV AUDIO/VISUAL ALARM DEVICE
(T)
SYMBOL DESCRIPTION
CHLF
PULL BOX-LETTER INDICATES TYPE OF PULL
BOX (E-ELECTRICAL, T-TELEPHONE, R-RADIO)
PULL BOX (TRAFFIC RATED)-LETTER INDICATES
TYPE OF PULL BOX (E-ELECTRICAL, T-TELEPHONE,
R-RADIO)
ABBREVIATIONS
ACS AIR COMPRESSOR STARTER
BD BUILDING DISCONNECT
C CONDUIT
CB CIRCUIT BREAKER
AO
CKT CIRCUIT
CR CONTROL RELAY
DP DUPLEX PLUG RECEPTACLE
FLS FLOW SWITCH
G GROUND
GFCI GROUND FAULT CIRCUIT INTERRUPTER
IR INDUCTION RELAY
JB JUNCTION BOX
L LIGHT
LC LIGHTING CONTACTOR
LCP LIGHTING CONTROL PANEL
LD LIGHT DISCONNECT
LL LIQUID LEVEL RELAY
LLC LIQUID LEVEL CONTROLLER
LP LIGHT PANEL
LS LIGHT SWITCH
LT LIGHT TRANSFORMER
LTO LIGHT TRANSFORMER OVERLOAD
MB MAIN BREAKER
MCP MOTOR CIRCUIT PROTECTOR
F FUSE
FS FLOAT SWITCH
NC NORMALLY CLOSED
NO NORMALLY OPEN
NSW NEUTRAL SWITCHING BREAKER
OL OVERLOAD
PB
PHASE FAILURE RELAY
PFRD
PEC PHOTOELECTRIC CELL
PL PILOT LIGHT
PS
PTS POWER TRANSFER SWITCH
MCC
RES RESISTOR
SD SERVICE DISCONNECT
S
SPR STANDBY POWER RECEPTACLE
SS SELECTOR SWITCH
ST STARTER
SV SOLENOID VALVE
T TRANSFORMER
TB TERMINAL BLOCK
TDR TIME DELAY RELAY
TGLS TOGGLE SWITCH
TM TIME METER
TS TIMER SWITCH
TSW TEST SWITCH
WLS WATER LEVEL SWITCH
WP WEATHERPROOF
MSB MAIN SWITCHBOARD
MT EMPTY CONDUIT
TTB TELEPHONE TERMINAL BOARD
UPS
PFR
PHASE FAILURE RELAY DISCONNECT
STARTER COIL
SFR SEAL FAILURE RELAY
DS DOOR SWITCH
CSW CURRENT SWITCH
DI DIGITAL INPUT
AI ANALOG INPUT
ANALOG OUTPUT
DO DIGITAL OUTPUT
UNINTERRUPTIBLE POWER SUPPLY
MOTOR CONTROL CENTER
GRS
AVC AIR VOLUME CONTROLLER
PRESSURE SWITCH
PVC POLYVINYL CHLORIDE
GALVANIZED RIGID STEEL
TYP TYPICAL
A
MC
AIR CONDITIONING UNIT
PUSHBUTTON
TOT TOTAL
FLEX FLEXIBLE CONDUIT
(N) NEW
AL ALARM LIGHT
FL FAILURE LIGHT
FLA FLASHER
FR FAILURE RESET
GRAPHIC SYMBOLS FOR
ELECTRICAL DIAGRAMS
S
SURFACE INCANDESCENT, METAL HALIDE
OR SODIUM VAPOR FIXTURE
RECESSED INCANDESCENT, METAL HALIDE,
OR SODIUM VAPOR FIXTURE
ROW FLUORESCENT FIXTURES
MULTI-FLOOR OUTLET, 2 OR
MORE GANG
A/C
EF EXHAUST FAN
PB PULL BOX
COMBINATION DETECTOR (MICROWAVE/PASSIVE INFRARED)
C
P POLE
COMBINATION HEAT, LIGHT AND FAN UNIT
W
AMPERES
CHLF
RTB RADIO TERMINAL BOARD
FLOOR RADIO OUTLET
FLOOR TELEPHONE OUTLET
RADIO OUTLET
TELEPHONE OUTLET
MANUAL PULL STATION
MAGNETIC CONTACT SWITCH-VEHICLE DOOR
SL SUMP LIGHT
MC
PVC
BREAKERBRK
EXISTING(E)
METALLIC CONDUIT
PROJECT NOTES
CEILING WALL
TWO SWITCHES, ONE SWITCH FOR
LIGHT AND FAN AND TIMER SWITCH
FOR HEAT LAMP
MANUAL MOTOR STARTING SWITCH,
THERMAL OVERLOAD TYPE
MANUAL MOTOR STARTING SWITCH,
WITHOUT OVERLOAD ELEMENT
SEPARATE GROUNDED (NEUTRAL) CONDUCTOR
SHALL BE USED FOR EACH 120-VOLT CIRCUIT.
A.
B.
C.
HOMERUNS TO PANELBOARDS SHALL BE INSTALLED AS SHOWN
ON THE PLANS. HOMERUNS SHALL NOT BE COMBINED.
A SINGLE INSULATED EQUIPMENT GROUNDING CONDUCTOR (SIZED
AS REQUIRED) SHALL BE INSTALLED IN EACH CONDUIT RUN.
STANDARD NOTES
ABANDON, IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.AB
BC
CB
CC
CF
CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING
CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED.
INSTALL PULL BOX IN EXISTING CONDUIT RUN.
INSTALL CONDUIT INTO EXISTING PULL BOX.
FA
CONDUIT TO REMAIN FOR FUTURE USE. REMOVE
CONDUCTORS, INSTALL PULL ROPE AND PLUG.
REMOVE FOUNDATION ABOVE GRADE AND ABANDON
FOUNDATION BELOW GRADE.
RL RELOCATE EQUIPMENT.
RELOCATED EQUIPMENT.
SC
RLD
SPLICE NEW TO EXISTING CONDUCTORS.
CONDUIT, RIGID STEEL, UNDERGROUND
EE-0
Fire Marshal Stamp
CALIFORNIA STATE FIRE MARSHAL
APPROVED
Approval of this plan does not authorize or approve
any omission or deviation from applicable regula-
tions. 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:
5/13/09 5/22/09
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
ee0_0.dg
23
-N
O1
3:2
7
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
PLANS APPROVAL DATE
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.
DOES SD imperial Rev. 9/02
DATE
ELEC
DIVISION OF ENGINEERING SERVICES
WASTEWATER DESIGN
AND
ELECTRICAL-MECHANICAL-WATER
REGISTERED ELECTRICAL ENGINEER
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINSJoseph Abdelsayed
Joseph Abdelsayed
0F1401
10241
31M5725
18.9
Joseph Abdelsayed J.S.Sandhu
J.S.Sandhu
J.S.Sandhu
J.S. SANDHU
11803
9-30-10
5-22-09
JOHN E. WOODS
03/04/09
CROSS-LINES INDICATE NUMBER OF #12 AWG
CONDUCTORS. LONGER CROSS-LINE INDICATES
1#12 AWG (G) FOR EQUIPMENT GROUNDING
CONDUCTOR. NO CROSS-LINE INDICATES 2#12
WITH 1#12 (G) UNLESS OTHERWISE NOTED. ALL
þÿ�C�O�N�D�U�I�T� �S�H�A�L�L� �B�E�;� ���"� �
24 27
11-23-09
10 Alp 5725
Xxx
GENERAL NOTE:
Only forms LTG-1-C, Parts 1 of 4 and 2 of 4 are shown on this sheet.
Other checked forms are available upon request.
PROJECT NAME
PROJECT ADDRESS
DOCUMENTATION AUTHOR
DATE
TELEPHONE
TELEPHONE Checked by/Date
Enforcement Agency Use
GENERAL INFORMATION
DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE
BUILDING TYPE
PHASE OF CONSTRUCTION ADDITION ALTERATION
STATEMENT OF COMPLIANCE
DOCUMENTATION AUTHOR SIGNATURE DATE
SIGNATURE DATE LIC.#
LTG-2-C
2005 Nonresidential Compliance Forms
Building Permit #
Indicate location on plans of Note Block for Mandatory Measures
CERTIFICATE OF COMPLIANCE (Part 1 of 4) LTG-1-C
PRINCIPAL DESIGNER-LIGHTING
NONRESIDENTIAL HIGH RISE RESIDENTIAL
CONDITIONED SPACES UNCONDITIONED SPACES INDOOR / OUTDOOR SIGNS
METHOD OF COMPLIANCE
PERFORMANCE COMPLETE BUILDING AREA CATEGORY TAILORED COMMON LIGHTING
This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24,
Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements.
The documentation preparer hereby certifies that the documentation is accurate and complete.
PRINCIPAL LIGHTING DESIGNER-NAME
LIGHTING MANDATORY MEASURES
LIGHTING COMPLIANCE FORMS & WORKSHEETS (Check box if worksheet is included)
Certificate of Compliance. Part 1 of 4 and 2 of 4 are required for all submittals.
Certificate of Compliance. Part 4 of 4 submittal is required when lighting controls are installed.
LTG-1-C,
Parts 1 of 4 and 2 of 4
LTG-1-C,
Part 3 of 4
LTG-1-C,
Part 4 of 4
LTG-3-C
LTG-4-C
LTG-7-C
LTG-6-C
LTG-5-C
OLTG-4-C
LTG-9-C
LTG-8-C
Portable Lighting Worksheet
Room Cavity Ratio Worksheet
Lighting Controls Credit Worksheet
Tailored Method Worksheet
Common Lighting Systems Method Worksheet
Line Voltage Track Lighting Worksheet
Signs (See OLTG-4-C Sign Worksheet in Chapter 6, Outdoor Lighting and Signs Chapter)
HOTEL/MOTEL GUEST
I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this
document as the person responsible for its preparation; and that I am licensed in the State of California as a civil
engineer or electrical engineer, or I am a licensed architect.
I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3
to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work.
The operation & maintenance information meets the requirements of Part 6 (10-103c).
Please check one: (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.)
Indoor Lighting Schedule
Indoor Lighting Power Allowance
NEW CONSTRUCTION
The Principal Lighting Designer hereby certifies that the proposed building design represented in this set of construction
documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other
calculations submitted with this permit application. The proposed building has been designed to meet the lighting
requirements contained in the applicable parts of Sections 110, 119, 130 through 132, 146, 148, and 149 of Title 24, Part 6.
The plans & specifications meet the requirements of Part 6 (Sections 10-103a). The installation certificates meet the
requirements of Part 6 (10-103a3).
I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains
to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1.
Certificate of Compliance. Part 3 of 4 submittal is required only if Control Credits are claimed.
January 2006
PROJECT NAME DATE
2005 Nonresidential Compliance Forms
CERTIFICATE OF COMPLIANCE (Part 2 of 4) LTG-1-C
INSTALLED INDOOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES
INSTALLED
WATTS
INSTALLED LIGHTING, CONDITIONED SPACES (From LTG-2-C)
PORTABLE LIGHTING (From LTG-3-C)
LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From LTG-4-C)
CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER
INSTALLED LIGHTING, UNCONDITIONED SPACES (From LTG-2-C)
LIGHTING CONTROL CREDIT, UNCONDITIONED SPACES (From LTG-4-C)
UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER
+
-
=
-
=
COMPLETE BUILDING METHOD (From LTG-5-C)
AREA CATEGORY METHOD (From LTG-5-C)
TAILORED METHOD (From LTG-5-C)
ALTERNATE COMPLIANCE
ALLOWED
WATTS
ALLOWED LIGHTING POWER
PERFORMANCE METHOD
COMMON LIGHTING SYSTEM (From LTG-8-C)
Watts
MANDATORY INDOOR AND DAYLIGHTING AUTOMATIC CONTROLS
CONTROL LOCATION
(Room #, Area #, or
Description)
CONTROL
IDENTIFICATION
CONTROL TYPE
(Auto Time Switch,
Dimming,
Photosensor, etc.)
SPACE CONTROLLED
Lists the location of
controlled lights
If Control is
for
Daylighting
NOTE TO
FIELD
January 2006
ALLOWED INTERIOR LIGHTING POWER FOR CONDITIONED SPACES
ALLOWED INTERIOR LIGHTING POWER FOR UNCONDITIONED SPACE (From LTG-5-C)
MANDATORY LIGHTING MEASURES FOR INDOOR AND DAYLIT AREAS
0
1/29/2009
JASWINDER S. SANDHU
JOSEPH H. ABDELSAYED
(916)227-8342
(916)227-8062
1/29/2009
JOSEPH H. ABDELSAYED 1/29/2009
JASWINDER S. SANDHU 1/29/2009 11803
EE-1
TITLE 24 COMPLIANCE FORM
Fire Marshal Stamp
CALIFORNIA STATE FIRE MARSHAL
APPROVED
Approval of this plan does not authorize or approve
any omission or deviation from applicable regula-
tions. 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:
16
300
300
1215
1/29/2009WOODFORDS MAINTENANCE STATION COVERED MATERIAL BINS WOODFORDS MAINTENANCE STATION COVERED MATERIAL BINS
5/13/09 5/22/09
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
ee0_1.dg
23
-N
O1
3:2
7
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
PLANS APPROVAL DATE
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.
DOES SD imperial Rev. 9/02
DATE
ELEC
DIVISION OF ENGINEERING SERVICES
WASTEWATER DESIGN
AND
ELECTRICAL-MECHANICAL-WATER
REGISTERED ELECTRICAL ENGINEER
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINSJoseph Abdelsayed
Joseph Abdelsayed
0F1401
10241
31M5725
18.9
Joseph Abdelsayed J.S.Sandhu
J.S.Sandhu
J.S.Sandhu
J.S. SANDHU
11803
9-30-10
5-22-09
JOHN E. WOODS
03/04/09
25 27
11-23-09
10 Alp 5725
SITE PLAN
SITE PLAN
EE-2
(E) EQUIPMENT STORAGE BUILDING
(E) OFFICE
(E) SALT STORAGEBUILDING
(E) SAND STORAGEBUILDING
(E) STORAGE
(E) Panel D 1
(E) Diesel Tank
(E) Gas Tank
1
(E) Area Light
3
COVERED MATERIAL BINS
4
LB Conduit Body
5
6
PVC
PV
C
No. 5 Pull Box
2
Fire Marshal Stamp
CALIFORNIA STATE FIRE MARSHAL
APPROVED
Approval of this plan does not authorize or approve
any omission or deviation from applicable regula-
tions. 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:
5/13/09 5/22/09
DESIGN ENGINEER
DESIGN SUPERVISOR
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
ee0_2.dg
23
-N
O1
3:2
8
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
PLANS APPROVAL DATE
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.
DOES SD imperial Rev. 9/02
DATE
ELEC
DIVISION OF ENGINEERING SERVICES
WASTEWATER DESIGN
AND
ELECTRICAL-MECHANICAL-WATER
REGISTERED ELECTRICAL ENGINEER
10 5725
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINSJoseph Abdelsayed
Joseph Abdelsayed
0F1401
Alp
10241
31M5725
18.9
Joseph Abdelsayed J.S.Sandhu
J.S.Sandhu
J.S.Sandhu
J.S. SANDHU
11803
9-30-10
5-22-09
JOHN E. WOODS
03/04/09
2
3
4
5
6
NOTES:
Install 20 A/1P circuit breaker in space 14 inside (E) Panel D.
(E) Panel D is Square D, Type N00B, 100 A, 120/240-volt,
single-phase, 3-wire panelboard and catalog No. A49-36879-2E.
Update Panel directory to read, "Covered Material Bins"
under space 14.
þÿ�(�E�)� ���"�C�,� �
þÿ���"�C�,� �2�#�1�0� �(�D�1�4�)�,� �1�#�1�0�G�.� � �I�n�
þÿ���"�C�,� �2�#�1�0� �(
For Continuation, see sheet EE-3.
11-23-09
2726
SCALE: 1" = 25’-0"
PLAN
POWER AND LIGHTING PLAN
EE-3
S S S J
S
NOTES:
þÿ���"�C�,� �2�#�
þÿ���"�C�,� �3�#�
1
2
1
2
For Continuation,
see -
EE-2
TSa
aaa
PV
C
(3) MH1-1x100
J
2 2
WP
2
COVERED MATERIAL BINS
WP,
GFCI
Fire Marshal Stamp
CALIFORNIA STATE FIRE MARSHAL
APPROVED
Approval of this plan does not authorize or approve
any omission or deviation from applicable regula-
tions. 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:
5/13/09 5/22/09
DISREGARD PRINTS BEARING
EARLIER REVISION DATES
REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF
BRIDGE NO.
CU
EA
DESIGN
DETAILS
QUANTITIES
BY
BY
BY CHECKED
CHECKED
CHECKEDSHEET
DIST. COUNTY ROUTETOTAL
TOTAL PROJECT
SHEET
N0. SHEETS
No.
Exp.
RE
GS
T E R E DP R O F E S S O N A L
E N GN
EE
R
S T A T E O F C A L F O R NA
CALIFORNIADEPARTMENT OF TRANSPORTATION
STATE OF
ee0_3.dg
23
-N
O1
3:2
8
POST MILE
0 1 2 3
ORIGINAL SCALE IN INCHES
FOR REDUCED PLANS
POST MILES
PLANS APPROVAL DATE
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.
DOES SD imperial Rev. 9/02
DATE
ELEC
DIVISION OF ENGINEERING SERVICES
WASTEWATER DESIGN
AND
ELECTRICAL-MECHANICAL-WATER
REGISTERED ELECTRICAL ENGINEER
WOODFORDS MAINTENANCE STATION
COVERED MATERIAL BINSJoseph Abdelsayed
Joseph Abdelsayed
0F1401
10241
31M5725
18.9
Joseph Abdelsayed J.S.Sandhu
J.S.Sandhu
J.S.Sandhu
J.S. SANDHU
11803
9-30-10
5-22-09
JOHN E. WOODS
03/04/09
27275725Alp10
11-23-09
þÿ�S�C�A�L�E�:� �
2
2
2