foothill - caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322...

27
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.

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Page 1: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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.

Page 2: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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’

Page 3: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 4: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 5: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 6: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 7: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 8: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 9: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 10: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 11: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

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

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

. .

.

.

.

.

. .

.

.

.

.

. .

.

.

.

.

.

.

.

.

..

.

.

.

.

.

.. . .

.

..

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

Page 12: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 13: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 14: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 15: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 16: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 17: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 18: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 19: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 20: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 21: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

Page 22: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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,

þÿ�L� �2��

Brace,

þÿ�L� �2���

Brace,

þÿ�L� �2���x�2�þÿ 0PL

2

þÿ 0PL

þÿ �"� �0� �B�

þÿ �"� �0� �B�

1’’

þÿ 0PL

A

ST1- 6

1CANOPY BRACE CONNECTION DETAIL

Scale 3’’ = 1’ - 0’’

þÿ 0PL

A

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

Page 23: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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’’

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

þÿ�5

�þÿ�3

Wall Reinforcement2

/

þÿ�C�h�a�m�f�e�r

þÿ�C�h�a�m�f�e�r

Wood Bumper,

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

Page 24: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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

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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

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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�,� �

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þÿ���"�C�,� �2�#�1�0� �(

For Continuation, see sheet EE-3.

11-23-09

2726

SCALE: 1" = 25’-0"

Page 27: FOOTHILL - Caltrans · 312 318 326 324 314 312 316 332 328 330 316 334 322 320 326 320 90’ 322 gas equipment building house sign house wood storage shed gas & diesel property fence

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