a r i z o n a c route 78 · pdf filex design engineer last revision state ... state of...

1

1

2

RO

UT

E 7

8

A

&

C

RR

VIDAL

MAINTENANCE STATION

BLYTHE

MAINTENANCE STATION

2

1

431 E. BROADWAY

BLYTHE, CA 92226

x

x

x

x

x

DE

SIG

N E

NG

IN

EE

R

LA

ST

RE

VIS

IO

N

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATIONP

RO

JE

CT

MA

NA

GE

R

SHEET

DEL NORTESISKIYOU MODOC

HUMBOLDT

TRINITY SHASTA LASSEN

TEHAMA

MENDOCINOGLENN

BUTTE

PLUMAS

SIERRA

NEVADA

PLACERY

UBA

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

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 COUNTYTOTAL

SHEETSTOTAL PROJECT

LOCATION MAP

POST MILES

No.

OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."

INDEX OF PLANS

PROJECT PLANS FOR BUILDING CONSTRUCTION

TIM

E P

LO

TT

ED

=>

DA

TE

PL

OT

TE

D =

>

06:30

12

-M

A

R

01

-1

6-1

3

R

THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)

PLANS APPROVAL DATE

RE

GI

ST

ER

E

D

PR O F ESS I O N

A

L

EN

GI

NE

ER

S

TA

TE

OF C AL I FOR NI A

No.

Exp.

CIVIL

PROJECT ENGINEER

REGISTERED CIVIL ENGINEER

DATE

THE STATE OF CALIFORNIA OR ITS

OFFICERS OR AGENTS SHALL NOT BE

RESPONSIBLE FOR THE ACCURACY OR

COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.

CONTRACT No.

PROJECT ID

PROJECT NUMBER & PHASEUNIT80r900ab

s1244USERNAME =>

DGN FILE =>

RELATIVE BORDER SCALE

IS IN INCHES

0 2 31

CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/ 8608 08120002071

TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2010

BORDER LAST REVISED 9/30/2012

Riv,

SBd

MICHAEL

RISTIC

C694229

6/30/14

MU

ST

AP

HA

IA

AL

IM

IC

HA

EL

RIS

TIC

0812000207

08-0R9004

LOCATION CODE

5701,

5731

RO

UT

E 9

5

To Parker

To Indio

To Quartzsite

To N

eedles

ROUTE 10

ROU

TE 62

SAN BERNARDINO

RIVERSIDE

RO

UT

E 9

5

ROUTE SEPARATION 62/95

VIDAL, CA 92280

LOCATIONS OF CONSTRUCTION

IN RIVERSIDE AND SAN BERNARDINO COUNTIES

AT THE VIDAL AND BLYTHE MAINTENANCE STATIONS

Vidal

Jct

BLYTHE

Vidal

C A

L

I F

O

R

N

I A

A R

I Z

O

N

A

NO SCALE

Rice

To Archer

&ACRR

RIVERSIDE COUNTY

SAN BERNARDINO COUNTY

02-22-13

08 1 40

March 11, 2013

SHEET

No. DESCRIPTION

1 TITLE AND LOCATION MAP

STRUCTURE PLANS

2 GENERAL PLAN

3-12 ARCHITECTURAL PLANS

13-27 STRUCTURAL PLANS

28-40 ELECTRICAL PLANS

THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT

IS INCLUDED IN THE NOTICE TO BIDDERS

AND SPECIAL PROVISIONS BOOK.

A SITE PLAN

INDEX TO PLANS

ARCHITECTURAL STRUCTURAL ELECTRICAL

CODE ANALYSIS

GP

1

A-1.1

SITE PLAN,INDEX AND CODE

ANALYSIS

BLYTHE MS

TITLE SHEET

GP

ENLARGED SITE PLANA1-1

CANOPY ROOF PLAN & SECTIONA1-2

A1-3 CANOPY ELEVATIONS

VIDAL MS

A2-1 SITE PLAN

A2-2

A2-3 REFLECTED CEILING PLAN

A2-4 CANOPY ELEVATIONS

ARCHITECTURAL ABBREVIATIONS,

SYMBOLS

A0-1

ST-1 LEGEND

ST-2 CONCRETE STANDARDS

ST-3 CANOPY TYPICAL DETAILS

ST-4 CANOPY TYPICAL DETAILS

ST-5 FOOTING TYPICAL DETAILS

ST1-0 DESIGN CRITERIA & DETAIL NOTES

ST1-1 FUEL PUMP FOUNDATION & CANOPY

ST1-2 ROOF PLAN

ST1-3 CANOPY SECTIONS

ST1-4 FOOTING DETAILS

ST2-0 DESIGN CRITERIA AND DETAIL NOTES

ST2-1 FUEL PUMP FOUNDATION AND CANOPY

ST2-2

ST2-3

ST2-4 FOOTING DETAILS

CANOPY SECTIONS

EE0-1 LEGEND

EE0-2 NOTES AND ABBREVIATIONS

BLYTHE MAINTENANCE STATION

EE1-1 OUTDOOR LIGHTING COMPLIANCE FORMS 1


EE1-3 SITE PLAN

EE1-4 POWER AND LIGHTING PLAN

EE1-5 DETAILS 1

EE1-6 DETAILS 2


EE2-2 OUTDOOR LIGHTING COMPLIANCE FORMS. 2

EE2-3 SITE PLAN

EE2-4 POWER AND LIGHTING PLAN

EE2-5 DETAILS

VIDAL MAINTENANCE STATION

WELLS STREET

(E) FUEL CELLS

(E) EDGE OF

CONC SLAB

(E) LIGHT

POLE

CANOPY

(E) FENCE

AREA OF WORK

(E) FUEL HOUSE

(E) FENCE

FUEL PUMP FOUNDATION AND CANOPY

(E) CREW ROOM (E) OFFICE

(E) CARPORT

(E) LOADING DOCK AND RAMP

(E) EQUIPMENT GARAGE

(E) WAREHOUSE

(E) ELECTRICAL MAIN

SWITCHBOARD

(E) WASH RACK

BR

OA

DW

AY

(E) TELEPHONE PEDESTAL

(E) WASHER STORAGE

(E) ELECTRICAL PANEL

TRUE

NORTH

(E) FENCE

(E) OIL STORAGE

TANK

(E) FENCE

(E

) M

AT

ER

IA

L

ST

OR

AG

E B

IN

S

SCALE 1" : 30’

2010 CALIFORNIA BUILDING CODE

2010 CALIFORNIA FIRE CODE

2010 CALIFORNIA MECHANICAL CODE

2010 CALIFORNIA ELECTRICAL CODE

2010 CALIFORNIA ENERGY CODE 9TITLE 24)

GROUP U

DESIGN GUIDE:

BLDG. OCCUPANCY:

AREA:

CONSTRUCTION TYPE:

ACTUAL CANOPY HEIGHT:

NUMBER OF EXITS REQ’D:

CORRIDOR FIRE RATING:

FIRE SPRINKLER:

FIRE ALARM:

SMOKE CONTROL SYSTEM:

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

A1-2.1 REFLECTED CEILING PLAN

CANOPY FLOOR PLAN

A2-2.1 ROOF PLAN AND SECTION


OCCUPANT LOAD: NOT APPLICABLE

36’X54’=1944 SQUARE FEET ( ROOF PROJECTION)

TYPE II B

16 FEET

11-26-121

ACCESSIBILITY DESIGN APPROVAL STAMP

DOT / DES / OTA

0812000207

Reviewed by:

Date:

PROJECT ID

2010 AMERICANS WITH DISABILITIES ACT STANDARDS

12-06-12

Y. A. WANG

*EXEMPT

*EXEMPT PER 2010 CBC

SEC. 1134B2.1 EXCEPTION 4

DISREGARD PRINTS BEARING

EARLIER REVISION DATES

REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF

BRIDGE NO.

CU

EA

SHEET

DIST. COUNTYTOTAL

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

GP-GenPl

12

-M

A1

1:1

4

GP-GenPl

12-MA 11:14

No.

Exp.

S T A T E O F C A L F O R NA

LIC

EN

S E D A R C H

I T

EC

T

LICENSED ARCHITECT

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. 10/07

C-15201

C.A. SANCHEZ

08 12000207

1 1 1.7

56M5701

12-31-2013

Reviewed by:

CALIFORNIA STATE FIRE MARSHAL

APPROVED

Approval date:

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.

FRANCIS SOLICH

12-11-12

0 1 2 3

DESIGN SUPERVISOR

DESIGN ARCHITECT

SHEET LEGEND

ARCHITECTURAL ST-1 STRUCTURAL

ELECTRICALEE-1

SS-1 SANITARYWATER SUPPLYP-1

M-1

A-1

CHECKED BY:

MECHANICAL

DESIGNERS:

DRAWN BY: STRUCTURAL

REVIEW:

CU

EA


STATE OF

0 1 2 3


FOR REDUCED PLANS

C. SANCHEZ,

DOUG LOWE

SITE PLAN,INDEX AND CODE ANALYSIS

C. FAUST

C. FAUST

08 2 40

3-11-13

Riv,SBd

LOCATION

CODE

5701,

5731

ARCHITECTURAL ABBREVIATIONS,

SYMBOLS

ABBREVIATIONS

SYMBOLS

AC

A/C

AB

ABV

ACOUS

ADJ

ALT

ALUM

APA

ARCH

ASPH

AIR CONDITIONING

ASPHALT CONCRETE

ANCHOR BOLT

ABOVE

ADJUSTABLE

ALTERNATE

ALUMINUM

ACOUSTICAL

ASPHALT

BD

BIT

BLDG

BLK

BLKG

BM

BN

BOT

BR

BTWN

BUR

BOARD

BITUMINOUS

BUILDING

BLOCK

BLOCKING

BEAM

BOUNDARY NAILING

BOTTOM

BRIDGE

BETWEEN

BUILT-UP-ROOFING

CJ

CL

CAB

CONTROL JOINT

CHAIN LINK

CABINET

& AND

ANGLE

CL CENTER LINE

SQUARE

d PENNY

DEGREE

CB

CEM

CER

CIP

CKBD

CLG

CMU

COL

CONC

CONN

CONST

CONT

CORR

CPT

CT

CTR

CTSK

CY

CATCH BASIN

CEMENT

CERAMIC

CAST IN PLACE

CHALKBOARD

CEILING

CLOSETCLO

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

CORRIDOR

CARPET

CERAMIC TILE

CENTER

COUNTERSUNK

CUBIC YARD

DBL DOUBLE

DEPT DEPARTMENT

DET

DF

DIA

DIM

DN

DR

DS

DWG

DWR

DETAIL

DOUGLAS FIR

DIAMETER

DIMENSION

DOWN

DOOR

DOWNSPOUT

DRAWING

DRAWER

(E) EXISTING

E

EA

EHD

EJ

EL

ELEV

ELVR

EMER

ENCL

EP

EPB

EQUIP

ESCL

EWC

EXP

EXPO

EXT

EACH

ELECTRIC HAND DRYER

EXPANSION JOINT

ELEVATION (HEIGHT)

ELECTRICAL

ELEVATION (VIEW)

ELEVATOR

ENCLOSURE

EMERGENCY

EQUIPMENT

ESCALATOR

EXPOSED, EXPOSURE

EXTERIOR

FD FLOOR DRAIN

FDN

FE

FEC

FG

FH

FHC

FHMS

FHWS

FIN

FJ

FLASH

FLR

FLUOR

FOC

FOF

FOM

FOS

FRPP

FT

FTG

FURR

FWY

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER

CABINET

FINISH GRADE

FIRE HYDRANT

FIRE HOSE CABINET

FLATHEAD METAL SCREW

FLATHEAD WOOD SCREW

FINISH

FLOOR JOIST

FLASHING

FLOOR

FLUORESCENT

FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

FEET, FOOT

FOOTING

FURRING

FREEWAY

GA

GAL

GALV

GB

GI

GL

GLM

GLZ

GR

GSM

GALLON

GALVANIZED

GRAB BAR

GALVANIZED IRON

GLASS

GLAZING

GRADE

HB HOSE BIB

HC HOLLOW CORE

HD

HDR

HDWD

HDWR

HEX

HF

HGR

HORIZ

HP

HR

HT

HWY

ID

IN

INSUL

INT

HEAD, HOLD DOWN

HEADER

HARDWOOD

HARDWARE

HEXAGONAL

HANGER

HM HOLLOW METAL

HORIZONTAL

HIGH POINT

HOUR

HSB

HVAC

HEIGHT

HIGHWAY

INSIDE DIAMETER

INCH

INSULATION

INTERIOR

JAN JANITOR

JB

JH

JST

JT

KIT KITCHEN

JUNCTION BOX

JOIST HANGER

LAB

LAV

MAX

MB

MBR

MECH

MEMB

MET

MH

MIN

MIR

MISC

MIW

MO

MTD

MUL

MACHINE BOLT

MEMBER

MECHANICAL

MEMBRANE

METAL

MAN HOLE

MINIMUM

MIRROR

MISCELLANEOUS

MASONRY OPENING

MOUNTED

MULLION

N

NIC

NO

NOM

NTS

NORTH

NOT IN CONTRACT

NUMBER

NOMINAL

NOT TO SCALE

OBSC

OD

OFF

OH

OHWS

OPNG

OPP

OPT

OBSCURE

OUTSIDE DIAMETER

OFFICE

OPPOSITE HAND

OPENING

OPPOSITE

OPTION, OPTIONAL

OHD OVERHEAD

P

PB

PC

PCC

PH

PL

PLAM

PLAS

PMF

PR

PRTN

PT

PVC

PWB

PITCH

POST BASE

POST CAP

PHILLIPS HEAD

PLATE

PLASTIC LAMINATE

PLASTER

PLYWOOD

PAIR

PARTITION

POINT

POLYVINYL CHLORIDE

PREFABRICATED WOOD

I BEAM

QT QUARRY TILE

R

R/W

RD

RDWD

REF

REFG

REINF

REQ

RFG

RFSWN

RH

RHWS

RJ

RM

RO

RSWN

RTE

RADIUS, RISER

RIGHT OF WAY

ROOF DRAIN

REDWOOD

REFERENCE

REFRIGERATOR

REINFORCED(ING)

REQUIRED

ROUND HEAD

ROOF JOIST

ROOM

ROUGH OPENING

RESAWN

ROUTE

ROOFING

ROUGHSAWN

S

SC

SCHED

SD

SF

SH

SHWR

SHT

SHTG

SIM

SMS

SOHD

SPEC

SQ

SRRA

SS

SST

STA

STAG

STD

STL

STOR

STRUC

SUSP

SOUTH

SOLID CORE

SCHEDULE

SOAP DISPENSER

SQUARE FEET

SHELF

SHOWER

SHEET

SHEATHING

SIMILAR

SPECIFICATION

SQUARE

SERVICE SINK

STAINLESS STEEL

STATION

STAGGER

STANDARD

STEEL

STORAGE

STRUCTURAL

SUSPENDED

T

T&G

TB

TEL

TER

THK

TJ

TKBD

TN

TOC

TOP

TOS

TOT

TOW

TS

TSCD

TTD

TYP

TREAD

TONGUE & GROOVE

TOLL BOOTH

TELEPHONE

TEMPERED

TERRAZZO

THICK

TOOLED JOINT

TACKBOARD

TOE NAIL

TOP OF CURB OR

CONCRETE

TOP OF PAVEMENT

TOE OF SLOPE

TOTAL

TOP OF WALL

TYPICAL

UNF

UON

UR

UNFINISHED

URINAL

VAR

VCT

VERT

VEST

VR

VTR

VARIES

VERTICAL

VESTIBULE

VENT RISER

W

W/

W/O

WC

WD

WDW

WH

WP

WR

WTPR

WSCT

WT

WWF

YD

WEST

WITH

WITHOUT

WATER CLOSET

WOOD

WINDOW

WATER HEATER

WORKING POINT

WATER RESISTANT

WATERPROOFING

WAINSCOT

WEIGHT

YARD

ARCHITECTURAL ABBREVIATIONS

CLR CLEAR

JOIST

JOINT

GYP SHTG GYPSUM SHEATHING

OC ON CENTER

PRESSED METAL

FRAME

UNLESS OTHERWISE

NOTED

WELDED WIRE

FABRIC

DP DEEP

EAST

EXPANSION

GAUGE

HEMLOCK-FIR

(R) RELOCATED

SDST SELF DRILLING

SELF TAPPING

THLD THRESHOLD

FACE OF STUD

GYP

M METER

MAT MATERIAL

AMERICAN PLYWOOD

ASSOCIATION

LABORATORY

LAVATORY

ELECTRICAL

PANELBOARD

CONCRETE

MASONRY UNIT

ARCHITECTURAL,

ARCHITECT

ELECTRIC

WATER COOLER

HEATING,

VENTILATING,

AIR CONDITIONING

HIGH STRENGTH

BOLT

DIAMETER

OR ROUND

GALVANIZED

SHEET METAL

GLUE LAMINATED

MEMBER

MALLEABLE IRON

WASHER

SHEET METAL

SCREW

SECTIONAL OVERHEAD

DOOR

SAFETY ROADSIDE

REST AREA

TOILET SEAT COVER

DISPENSER

TOILET TISSUE

DISPENSER

MILLIMETERSPS STRUCTURAL PLYWOOD

SHEATHING

PDF

ROUND HEAD

WOOD SCREWS

VENT THRU ROOF

VINYL COMPOSITION TILE

TUBE STEEL

NAPKIN DISPOSALND

EQ EQUAL

EDGE OF PAVEMENT

ETW EDGE OF TRAVEL WAY RWL RAINWATER LEADER

RW RETAINING WALL

BTM BOTTOM

OVALHEAD WOOD SCREW

OG ORIGINAL GROUND

EF EXHAUST FAN

CIDH CAST IN DRILLED HOLE

FF FINISH FLOOR

ELEC

CH CLOTHES HOOK

FRMG FRAMING

GYPSUM

INFO INFORMATION

PLYWD

PTD PAPER TOWEL DISPENSER

PAPER TOWEL DISPENSER

/RECEPTACLE

PTD/R

OFD OVERFLOW DRAIN

OP OPERATIONS

SL SCORE LINE

TNVM

MACHINE

TAMPON/NAPKIN VENDING

POWDER DRIVEN

FASTENERS

PORTLAND CEMENT

CONCRETE

mm

TTY TELETYPEWRITER

FIBERGLASS REINFORCED

PLASTIC PANEL

1.

2.

THE CONTRACTOR SHALL VERIFY ALL CONTROLLING DIMENSIONS

AND FIELD CONDITIONS BEFORE ORDERING OR FABRICATING

ANY MATERIALS OR ASSEMBLIES.

THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING

OF ANY DISCREPENCIES BETWEEN THESE PLANS AND ACTUAL

MEASUREMENTS OR FIELD CONDITIONS.

W

L#

1

A

GRID LINE

MATCH LINE

WORKING POINT

ROOM NUMBER

DOOR DESIGNATION

LOUVER DESIGNATION

COLOR DESIGNATION

X

--

A

AA

A

X

BUILDING SECTION LETTER

SHEET

DETAIL NUMBER

SHEET

SHEET

DRAWN ON SAME SHEET

SHADED ARROW INDICATES

ELEVATION DRAWN

WINDOW DESIGNATION

X

ADDITIONAL REFERENCE (IF USED)

RM 2A-X.X

2A-X.X

2A-X.X

C

SECTION LETTER;

SECTION DRAWN ON SAME SHEET

ELEVATION LETTER;

ELEVATION DRAWN ON SAME SHEET

DESIGN CRITERIA

GENERAL NOTES

SYMBOLS

D

HSS HOLLOW STRUCTURAL

SECTION

EW/FD EYE WASH WITH

FLOOR DRAIN

MAXIMUM

EPS EXPANDED POLYSTYRENE

EIFS EXTERIOR INSULATION

& FINISH SYSTEM

T /TEMP

THE BUILDING WORK ON THIS PROJECT HAS BEEN

DESIGNED TO CONFORM TO THE 2010 TITLE 24

CALIFORNIA BUILDING CODE.

ADA AMERICANS WITH

DISABILITIES ACT

LBF POUND-FORCE

NFPA

PROTECTION ASSOCIATION

NATIONAL FIRE

BRACKET MOUNTED

STF STOREFRONT

LBS

LF

LKR

LPG

LS

POUNDS

LINEAR FEET

LOCKER

LIQUIFIED

PETROLEUM GAS

LAG SCREW

LLV

LOL LAYOUT LINE

LONG LEG VERTICAL

LVR LOUVER

MFR MANUFACTURER

MGR MANAGER

A0-1


a. All steel work: columns, beams & deck (both sides) shall be painted in glossy white.Color similar to Kelly-Moore Paint No. 14 Frost.

b. Foundations supporting canopy columns shall be painted in yellow matching the color of the bollards. Color similar to Kelly- Moore Paint AC208-Y

COLOR SCHEDULE: ( This schedule applies to both Blythe and Vidal Projects.)

111-26-12




BRIDGE NO.

CU

EA

DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS




STATE OF

a0_1_abb

12-M

A11:14

a0_1_abb

12-MA 11:14

No.

Exp.


LIC

EN

SE D A R C H

I T

EC

T

LICENSED ARCHITECT


ARCHITECTURAL

STRUCTURAL DESIGN

AND

PLANS APPROVAL DATE

DATE

0 1 2 3


FOR REDUCED PLANS

POST MILES

POST MILE


C-15201

C.A. SANCHEZ

08 12000207

1 1 1.7

56M5701

12-31-2013

Carlos Sanchez

Carlos Sanchez

C.Faust

C.Faust

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12

08 40

3-11-13

Riv,SBd

LOCATION

CODE

35701,

5731

PLAN

NORTH

A1-1

SCALE:�"=1’-0"

(E) BOLLARD

3’-0" DIAMETER

TYPICAL

ENLARGED SITE PLAN

B C D

2

3

4


(E) FUEL

CELL

(E) FUEL

CELL

TYP CONC

FOOTING

BASE

PLATE

EXISTING

FUEL HOUSE

A

1

2

ST1-4

(E) LIGHT POLE

(E) CONCRETE CONTAINMENT

WALL

EXISTNG

BUILDING 46’-0"X 33’-0"

OUTLINE OF

CANOPY

OUTLINE OF

CANOPY

ABOVE

EXISTNG

OFFICE

EXISTNG

CARPORT

NOTE

1.

1

ENLARGED SITE PLAN

LOCATE CENTER OF COLUMNS

BASED ON THE CENTER LINES

OF THE EXISTING FUEL CELLS.




BRIDGE NO.

CU

EA

DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS




STATE OF

a1_1 Flr

12

-M

A1

1:1

4

a1_1 Flr

12-MA 11:14

No.

Exp.


LIC

EN

S E D A R C H

I T

EC

T

LICENSED ARCHITECT


ARCHITECTURAL

STRUCTURAL DESIGN

AND

PLANS APPROVAL DATE

DATE

0 1 2 3


FOR REDUCED PLANS

POST MILES

POST MILE


C-15201

C.A. SANCHEZ

08 12000207

1 1 1.7

56M5701

12-31-2013

Carlos Sanchez

Carlos Sanchez

C.Faust

C.Faust

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12

CL

CL C

L

26’-0’’

22’-0’’

CL

08 40

3-11-13

Riv,SBd

LOCATION

CODE

45701,

5731

A1-2

PLAN

NORTH

5’-0’’


36’-0"

5’-0"26’-0"5’-0"

B C

D

2

3

4

A

1

16’-0"

22’-0"

16

’-0

"

3’-4"

3’-4"

2

--

3

--

ROOF VENT

PENETRATION

TYP

2% SLOPE

26’-0" 5’-0"

54’-0"

METAL DECK

DA CB12

�

2

ROOF SECTION

1

CANOPY ROOF PLAN

SCALE �" = 1’-0"

3SCALE: NTS

FLAT METAL PANEL

FUEL VENT PENETRATION

(TYPICAL)

STEEL BEAM

SEE STRUC PLAN

STEEL BEAM

SEE STRUC PLAN

ROOF VENT PENETRATION

SCALE �" = 1’-0"

HSS

SEALANT ON THE

PERIMETER

METAL DECK

CANOPY

ROOF PLAN & SECTION

16 GA

WHITE ROLLED DECK

PREMANUFACTURED

BOOT

NOTE:




BRIDGE NO.

CU

EA

DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS




STATE OF

a1-2 Rf

12

-M

A1

1:1

5

a1-2 Rf

12-MA 11:15

No.

Exp.


LIC

EN

S E D A R C H

I T

EC

T

LICENSED ARCHITECT


ARCHITECTURAL

STRUCTURAL DESIGN

AND

PLANS APPROVAL DATE

DATE

0 1 2 3


FOR REDUCED PLANS

POST MILES

POST MILE


C-15201

C.A. SANCHEZ

08 12000207

1 1 1.7

56M5701

12-31-2013

Carlos Sanchez

Carlos Sanchez

C.Faust

C.Faust

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12

SEE STRUCTURAL PLANS

The fuel tank vent shall penetrate the

metal roof deck as shown on this plan. If

required, the vent shall be offset to be

centered on the metal deck upper channel.

Fuel tank vent penetration location & quantity

shall be determined at the site.

08 40

3-11-13

Riv,SBd

LOCATION

CODE

55701,

5731

PLAN

NORTH

5’-0’’


36’-0"

B C

D

2

3

4

A

1

16’-0"

22’-0"

16

’-0

"

3’-4"

3’-4"

3ROOF VENT

PENETRATION

TYP

2% SLOPE

26’-0" 5’-0"

54’-0"

1SCALE �" = 1’-0"

STEEL BEAM

SEE STRUC PLAN

REFLECTED CEILING PLAN

REFLECTED CEILING PLANA1-2.1

A1-2

16 GA

WHITE ROLLED DECK




BRIDGE NO.

CU

EA

DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS




STATE OF

A1-2 Re

12

-M

A1

1:1

5

A1-2 Re

12-MA 11:15

No.

Exp.


LIC

EN

S E D A R C H

I T

EC

T

LICENSED ARCHITECT


ARCHITECTURAL

STRUCTURAL DESIGN

AND

PLANS APPROVAL DATE

DATE

0 1 2 3


FOR REDUCED PLANS

POST MILES

POST MILE


C-15201

C.A. SANCHEZ

08 12000207

1 1 1.7

56M5701

12-31-2013

Carlos Sanchez

Carlos Sanchez

C.Faust

C.Faust

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12

LIGHTING FIXTURE TYP

SEE ELEC PLAN

08 40

3-11-13

Riv,SBd

LOCATION

CODE

65701,

5731

2

A1-3

CANOPY SOUTH ELEVATION

1CANOPY NORTH ELEVATION

3CANOPY EAST ELEVATION

4CANOPY WEST ELEVATION

1’-8

�’’

16

’-0

’’

4’-0

’’

16

’-0

’’

3

2

23

1

4

4 1

EXISTING

BOLLARDS

HSS COLUMN

EXISTING

BOLLARDS

EXISTING

BOLLARDS

METAL DECK

HSS COLUMN

EXISTING

BOLLARDS

METAL DECK

HSS COLUMN

HSS

COLUMN

METAL DECK

BEAM

METAL DECK

BEAM

EXISTING

SLAB

EXISTING

SLABEXISTING

SLAB

EXISTING

SLAB


DA CB

D CB A

EXISTING

FUEL HOUSE

EXISTING

CONTAINMENT WALL

SCALE:�"=1’-0"

SCALE:�"=1’-0"

EXISTING

CONTAINMENT WALL

EXISTING

CONTAINMENT WALL

SCALE:�"=1’-0"

SCALE:�"=1’-0"

EXISTING

CONTAINMENT

WALL

(E) FUEL VENT

VA

RIE

S

(E) FUEL VENTS

& EXTENTION

(E) FUEL VENTS

& EXTENTION

BEAM TYP

(E) FUEL VENTS

& EXTENTION

T.O. COLUMN

T.O. MET DECK

T.O. COLUMN

EXTENTION

CANOPY ELEVATIONS


DOT / DES / OTA

0812000207

Reviewed by:

Date:

PROJECT ID

12-06-12

Y. A. WANG

*EXEMPT

. .

. .

..

. .




BRIDGE NO.

CU

EA

DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS




STATE OF

A1-3 el

12

-M

A1

1:1

5

A1-3 el

12-MA 11:15

No.

Exp.


LIC

EN

S E D A R C H

I T

EC

T

LICENSED ARCHITECT


ARCHITECTURAL

STRUCTURAL DESIGN

AND

PLANS APPROVAL DATE

DATE

0 1 2 3


FOR REDUCED PLANS

POST MILES

POST MILE


C-15201

C.A. SANCHEZ

08 12000207

1 1 1.7

56M5701

12-31-2013

Carlos Sanchez

Carlos Sanchez

C.Faust

C.Faust

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12

08 40

3-11-13

Riv,SBd

LOCATION

CODE

75701,

5731

SITE PLAN

(E)

EQ

UIP

ME

NT

BL

DG

(E) AC PAVING

(E) EMULSION TANK

(E) TRASH BIN

A2-2

1

CODE ANALYSIS

DESIGN GUIDE:

2010 CALIFORNIA BUILDING CODE

2010 CALIFORNIA FIRE CODE

2010 CALIFORNIA MECHANICAL CODE

2010 CALIFORNIA ELECTRICAL CODE

2010 CALIFORNIA ENERGY CODE (TITLE 24)

CURRENT EDITION OF AMERICANS WITH

DISABILITIES ACT.

CONSTRUCTION TYPE:

ACTUAL CANOPY HEIGHT:

NUMBER OF EXITS REQ’D:

CORRIDOR FIRE RATING:

FIRE SPRINKLER:

FIRE ALARM:

SMOKE CONTROL SYSTEM:

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

(E) CLARIFIER TANK

GROUP U

(E) WATER STORAGE BUILDING(E) WELL HEAD

(E) WASHRACK EQUIPMENT BUILDING

(E) WASHRACK WITH CANOPY

(E) COVERED MATERIAL BIN

(E) CHAIN LINK FENCE


(E) FUEL TANK

AREA OF WORK

SEE

TBM : EL. 3.048

COVERED FUEL ISLAND

SUPERVISOR’S OFFICE


(E) AC PAVING

(E) EMULSION TANK

(E) E

NT

RA

NC

E

A2-1


SCALE:�"=1’-0"

1

SITE PLAN

BLDG. OCCUPANCY:

OCCUPANT LOAD: NOT APPLICABLE

AREA: 28’-6"X 43’-6"=1240 SQUARE FEET(ROOF PROJECTION)

TYPE II B

16 FEET

11-26-121


DOT / DES / OTA

0812000207

Reviewed by:

Date:

PROJECT ID

12-06-12

Y. A. WANG

*EXEMPT




BRIDGE NO.

CU

EA

DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS




STATE OF

A2-1 gp

12

-M

A1

1:1

5

A2-1 gp

12-MA 11:15

No.

Exp.


LIC

EN

S E D A R C H

I T

EC

T

LICENSED ARCHITECT


ARCHITECTURAL

STRUCTURAL DESIGN

AND

PLANS APPROVAL DATE

DATE

0 1 2 3


FOR REDUCED PLANS

POST MILES

POST MILE


C-15201

C.A. SANCHEZ

08 12000207

1 1 1.7

56M5701

12-31-2013

Carlos Sanchez

Carlos Sanchez

C.Faust

C.Faust

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12

08 8 40

3-11-13

Riv,SBd

LOCATION

CODE

5701,

5731

PLAN

NORTH

HSS COLUMN

A

LINE OF CANOPY ABOVE

D

B C

4

1

2

3

CONCRETE CLOSURE

& EXISTING FOOTING



EXISTING

FUEL TANK

23’-2’’

28’-6’’

43’-6’’

10’-2’’

(E) AC PAVING

(E) BOLLARDS

(E) FUEL VENTS

A2-2CANOPY FLOOR PLAN

1

CANOPY FLOOR PLAN

SCALE:�" = 1’-0"




BRIDGE NO.

CU

EA

DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS




STATE OF

A2-2 Vi

12

-M

A1

1:1

5

A2-2 Vi

12-MA 11:15

No.

Exp.


LIC

EN

S E D A R C H

I T

EC

T

LICENSED ARCHITECT


ARCHITECTURAL

STRUCTURAL DESIGN

AND

PLANS APPROVAL DATE

DATE

0 1 2 3


FOR REDUCED PLANS

POST MILES

POST MILE


C-15201

C.A. SANCHEZ

08 12000207

1 1 1.7

56M5701

12-31-2013

Carlos Sanchez

Carlos Sanchez

C.Faust

C.Faust

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12

08 40

3-11-13

Riv,SBd

LOCATION

CODE

95701,

5731

PLAN

NORTH

43’-6’’

28

’-6

’’

3’-4’’ 3’-4’’

10’-2’’16’-8’’ 16’-8’’

2’-8

’’

2’-8

’’

23’-2’’

B C D

1

3

4

2

1 2 3

28’-6’’

2’-8’’ 23’-2’’ 2’-8’’

ROOF PLAN AND SECTION


3

STEEL BEAM


SL

OP

E 2

%

METAL DECK

STEEL BEAM


VENT ROOF PENETRATION

TYP

AA

2

4

A2-2.1

2

ROOF SECTION

SCALE �" = 1’-0"

1

CANOPY ROOF PLAN

SCALE �" = 1’-0"

16 GA WHITE ROLLED DECK

3SCALE: NTS

FLAT METAL PANEL

FUEL VENT PENETRATION

(TYPICAL)

ROOF VENT PENETRATION

SEALANT ON THE

PERIMETER

PREMANUFACTURED

BOOT

VENT




BRIDGE NO.

CU

EA

DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS




STATE OF

A2-2 .1

12

-M

A1

1:1

5

A2-2 .1

12-MA 11:15

No.

Exp.


LIC

EN

S E D A R C H

I T

EC

T

LICENSED ARCHITECT


ARCHITECTURAL

STRUCTURAL DESIGN

AND

PLANS APPROVAL DATE

DATE

0 1 2 3


FOR REDUCED PLANS

POST MILES

POST MILE


C-15201

C.A. SANCHEZ

08 12000207

1 1 1.7

56M5701

12-31-2013

Carlos Sanchez

Carlos Sanchez

C.Faust

C.Faust

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12

NOTE:

METAL DECK

SEE STRUCTURAL PLAN

The fuel tank vent shall penetrate the

metal roof deck as shown on this plan. If

required, the vent shall be offset to be

centered on the metal deck upper channel.

Fuel tank vent penetration location & quantity

shall be determined at the site.

08 40

3-11-13

Riv,SBd

LOCATION

CODE

105701,

5731

SCALE:�"=1’-0"PLAN

NORTH

1

A2-3

43’-6’’

28

’-6

’’

3’-4’’ 3’-4’’

10’-2’’16’-8’’ 16’-8’’

2’-8

’’

2’-8

’’

23’-2’’

B C D

1

3

4

2


3

CANOPY REFLECTED CEILING PLAN

STEEL BEAM


SL

OP

E 2

%

VENT ROOF PENETRATION

TYP

AA

2

REFLECTED CEILING PLAN

16 GA P.F.WHITE ROLLED DECK

LIGHT FIXTURE TYP

SEE ELECTRICAL PLANS




BRIDGE NO.

CU

EA

DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS




STATE OF

A2-3 Rf

12

-M

A1

1:1

5

A2-3 Rf

12-MA 11:15

No.

Exp.


LIC

EN

S E D A R C H

I T

EC

T

LICENSED ARCHITECT


ARCHITECTURAL

STRUCTURAL DESIGN

AND

PLANS APPROVAL DATE

DATE

0 1 2 3


FOR REDUCED PLANS

POST MILES

POST MILE


C-15201

C.A. SANCHEZ

08 12000207

1 1 1.7

56M5701

12-31-2013

Carlos Sanchez

Carlos Sanchez

C.Faust

C.Faust

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12

08 40

3-11-13

Riv,SBd

LOCATION

CODE

115701,

5731

SCALE:�"=1’-0"2

A2-4

SCALE:�"=1’-0"1

SCALE:�"=1’-0"3

SCALE:�"=1’-0"4

CANOPY EAST ELEVATION

CANOPY WEST ELEVATION

CANOPY NORTH ELEVATION

CANOPY SOUTH ELEVATION

16

’-0

’’

(E) FUEL TANK

(E) FUEL VENTS

(E) BOLLARDS

(E) FUEL TANK

(E) FUEL VENTS

(E) BOLLARDS

(E) FUEL TANK

(E) BOLLARDS

(E) FUEL VENTS

EXTEND THROUGH ROOF

EXTEND THROUGH ROOF

EXTEND THROUGH ROOF

1 2 3 4

1234

A BC

D

D C B A

CANOPY ELEVATIONS


16’-0"

HSS COLUMN

VA

RIE

S

(E) AC PAVEMENT

METAL DECK

METAL DECK

T.O. COLUMN

METAL DECK

(E) FUEL VENTS

EXTEND THROUGH ROOF

(E) FUEL TANK

(E) BOLLARDS

(E) AC PAVEMENT

METAL DECK

T.O. COLUMN

1




BRIDGE NO.

CU

EA

DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS




STATE OF

A2-4 El

12

-M

A1

1:1

5

A2-4 El

12-MA 11:15

No.

Exp.


LIC

EN

S E D A R C H

I T

EC

T

LICENSED ARCHITECT


ARCHITECTURAL

STRUCTURAL DESIGN

AND

PLANS APPROVAL DATE

DATE

0 1 2 3


FOR REDUCED PLANS

POST MILES

POST MILE


C-15201

C.A. SANCHEZ

08 12000207

1 1 1.7

56M5701

12-31-2013

Carlos Sanchez

Carlos Sanchez

C.Faust

C.Faust

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12

08 40

3-11-13

Riv,SBd

LOCATION

CODE

125701,

5731

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 PLAWOOD

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

HOLDOWN

GRID LINE INDICATOR

SPS

REINFORCED, REINFORCING

Jt JOINT

m METER

LVL

STATION LINE

0/

PL

DIAMETER

SQUARE

BOTTOM OF FOOTING

STAGGERED

SIMILAR

SDSTS

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

ST-1

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

FDGM

Gyp Bd GYPSUM BOARD

FL FLOW LINE

DIP DUSTILE IRON PIPE

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 POWER DRIVEN FASTENER

PW PUDDLE WELD

Mfr MANUFACTURER

Dia DIAMETER

STEEL PLATE

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

ANCHOR BOLT

ASPHALT CONCRETE

ALTERNATE

ADHESIVE ANCHORAGE DEVICE

AMERICAN PLYWOOD ASSOCIATION

X

CL

SL

FRAME CONNECTOR

SHEAR WALL

X

STX-X

X

STX-X

Simpson

USP

USP

Equal

Simpson

ST-1

X

LEGEND

XXXX

LENGTH

REFERENCE




BRIDGE NO.SHEET


STATE OF

st_01.dg

12

-M

A0

8:2

5

POST MILE

0 1 2 3


FOR REDUCED PLANS


ARCHITECTURAL

STRUCTURAL DESIGN

AND

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



PLANS APPROVAL DATE

DATE

SYMBOLSABBREVIATIONS

3


for the accuracy or completeness of scanned copies of this plan sheet.

CONSTRUCTION

MECHANICAL

SELF DRILL, SELF TAP SCREW

STRUCTURAL PLYWOOD SHEATHING

APC ALTERNATIVE PIPE CULVERT

3581

EA 000000

UNIT

PROJECT NUMBER & PHASETAEMWW imperial Rev. 7/10

08120002071

STRUCTURE BACKFILL

STRUCTURE EXCAVATION

LIMITS OF STRUCTURE BACKFILL

(SHOWN ON PLAN VIEWS)

HOLDOWN, Typ

04-27-12

(MANUFACTURERS ARE

THOSE NOTED IN THE

ORDER SHOWN)

(MANUFACTURERS ARE

THOSE NOTED IN THE

ORDER SHOWN)

BLYTHE AND VIDAL MAINTENANCE STATION

FUEL PUMP CANOPY

06-19-12

60406

Gang Hong

6-30-13

07-12-12

56M5701 ST-1

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




BRIDGE NO.SHEET


STATE OF

st_01.dg

12

-M

A0

8:2

5

POST MILE

0 1 2 3


FOR REDUCED PLANS


ARCHITECTURAL

STRUCTURAL DESIGN

AND

No.

Exp.

CIVIL

RE

GS


E N GN

EE

R



PLANS APPROVAL DATE

DATE



3581

EA 000000

UNIT


08120002071 04-27-12


FUEL PUMP CANOPY

06-19-12

60406

Gang Hong

6-30-13

07-12-12

56M5701

4013

3-11-13

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

POST MILESLOCATION

CODE

5701,

5731Riv,SBd08

1

1

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

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.




BRIDGE NO.SHEET


STATE OF

SCALE: ALL DIMENSIONS ARE IN MILLIMETERS

UNLESS OTHERWISE NOTED.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

. .

.

.

.

..

.

.

.

.

..

.

.

.

.

.

.

.

.

. .

.

.

.

.

.

. . . .

.

. .

st_02.dg

12

-M

A0

8:2

4


ARCHITECTURAL

STRUCTURAL DESIGN

AND

1-16-04

FINISH GRADE

4A

A 74’’ FILLET

C WALL & FOOTING

87or

A 7

EXTERIOR FOOTING

1

5�’’

1

1

A 4

7A

1EXTERIOR FOOTING

A 4

1

BEARING WALL OF

A 4

A 7

DROP SLAB4A

FACE OF WALL

A 7

A 3

4A

7A

Min4t

t

FIRST POUR SECOND POUR

A 3

4A

A 7

Slab concrete may be poured continuously

across the Control Joint, to cover as

large an area as practical.

SLEEVE

CONCRETE FOOTING

Max

1

CONCRETE FILL

A 5Typ

9’’ Min

Min

6’’

4’’

Min

BOTTOM OF FOOTINGMin

2

1

PIPE

VAPOR BARRIERCONCRETE SLAB

A 7

CORNER, Typ

DOUBLE MAT

LAP

INTERSECTION, Typ

SINGLE MAT

4. ReinforcementSlab Thickness (t)

1-04

Minimum Cover

11-14-05


FOR REDUCED PLANS

POST MILE

0 1 2 3

#5 TOTAL 2

#4 TOTAL 2

�’’ DROP

3�’’

2’’

Clr

2’’

Clr

1’-0’’

#5 TOTAL 2

3’-0

’’

1’-6’’

3’’ OF SAND

3�’’

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.

#4 x 20’-0’’

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


PLANS APPROVAL DATE

REGISTERED CIVIL ENGINEER DATE

GROUND BAR DETAIL

3WALKWAY APRON

4

INTERIOR FOOTING5

6

DRIVEWAY APRON2

EXTERIOR FOOTING1

7

12

PIPE DETAILS PARALLEL TO FOOTING

.

MOISTURE BARRIER

10

9PIPE DETAILS THROUGH FOOTING

CONTROL JOINT

8CONTRACTION JOINT

1’-0

’’

1’-0’’

SHEAR WALL &

FOOTING

CL

1’-0’’

1’-0

’’

FINISH GRADE

ALL PIPES TRANSVERSE

TO FOOTING SHALL HAVE

1’’ CLEARANCE FROM

SLEEVE ALL AROUNDNOTE:

1�

1’-0’’

8’’

BEGIN SLOPE AT

OUTSIDE FACE OF WALL L

Otp

DROP SLAB AT NON-BEARING WALL

RAISED CURB IF

SHOWN ON PLANS

RAISED CURB IF

SHOWN ON PLANS

RAISED CURB IF

SHOWN ON PLANS

C NON-BEARING WALLL

FINISH GRADE

NOTE:

ACONCRETE NOTES

04-27-12

NO DIGGING FOR PIPE TRENCH

PARALLEL TO FOOTING BELOW

THESE LINES, EXTERIOR FOOTING

SHOWN, INTERIOR OR EXTERIOR

ISOLATED FOOTINGS ARE SIMILAR

�’’ RADIUS

AT DROPC JOINTLPREFORMED PLASTIC

STRIP OF SAWCUT

11

FACE OF WALL

TOP OF RAISED CURB,

IF SHOWN ON PLANS

EXTERIOR

FOOTING

1’-4’’

KEYED Const

JOINT FORM

SLAB Reinf



45

DIAMETERS

1. The following minimum concrete cover shall be provided

for reinforcement.

CORNER/INTERSECTION

REINF SPLICE, TYPICAL

FACE

OF WALL

-SLOPE

45

DIAMETERS

LAP

-SLOPE

3581

EA 000000

UNIT


08120002071

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’’

#5 bar and smaller, W31 or D31 Wire, and smaller__ 1�’’

c. Concrete not exposed to weather or in contact

with ground: Slabs, Walls and Joists:

#14 and #18 Bar__________________________________ 1�’’

#11 Bar and smaller_______________________________ �’’

Beams and Columns:

Primary Reinforcement, Ties, Stirrups and Spirals__ 1�’’

EXTEND SLAB

Reinf INTO

APRON

NO SCALE

NO SCALE

NO SCALE

NO SCALE

NO SCALE

NO SCALE

NO SCALE

NO SCALENO SCALE

NO SCALENO SCALE

NO SCALE

INTERSECTION, Typ

CORNER, Typ

DOWELS, 2’-8’’ LONG,

SAME SIZE & SPACING

AS SLAB Reinf, WRAP ONE

END WITH Bldg PAPER

MAY BE USED AS PART OF FOOTING

REINFORCING, EXPOSED PORTION

SHALL BE COVERED WITH HEAT

SHRINKABLE TUBING WITH 2’’ Min

EMBEDMENT INTO CONCRETE

POSSIBILE LOCATION OF EXPOSED

PORTION, SEE ELECTRICAL PLANS

FOR EXACT LOCATION

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’’.

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.

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.

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.

No Pipes Permitted beneath

Interior or Exterior Isolated Footing.

For Pipe Cover, see

Specifications: Earthwork

for Building Work.

ST-2


FUEL PUMP CANOPY

CONCRETE STANDARDS

60406

Gang Hong

6-30-13

06-19-12

07-12-12

56M5701 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




BRIDGE NO.SHEET


STATE OF

SCALE: ALL DIMENSIONS ARE IN MILLIMETERS

UNLESS OTHERWISE NOTED.

st_02.dg

12

-M

A0

8:2

4


ARCHITECTURAL

STRUCTURAL DESIGN

AND

1-16-04

1-04

11-14-05


FOR REDUCED PLANS

POST MILE

0 1 2 3

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


PLANS APPROVAL DATE

REGISTERED CIVIL ENGINEER DATE

04-27-12



3581

EA 000000

UNIT


08120002071

ST-2


FUEL PUMP CANOPY

CONCRETE STANDARDS

60406

Gang Hong

6-30-13

06-19-12

07-12-12

56M5701

4014

3-11-13

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

POST MILESLOCATION

CODE

5701,

5731Riv,SBd08

6’’

Min

1’-4’’

Min

9’’

Min

6’’

Min

6’’

Min

06-21-12

1CANOPY ROOF DETAILS

Scale 2 ’’ = 1’ - 0’’


Scale 2 ’’ = 1’ - 0’’

W BEAM

2

3

HSS COLUMN

W BEAM

L �X10’’X 1’-2’’P

2’’ Typ

2’’ T

yp

HSS COLUMN


Scale 2 ’’ = 1’ - 0’’

P

3-3/4’’ O BOLTS

�

ST-3

2’’ 2’’

2’’

4’’

4’’

2’’

06-26-12

Sim

�

P


Scale 2 ’’ = 1’ - 0’’

P

�

3’’

2-�’’ O BOLTS

�

W BEAM

07-09-12

1�’’

2’’ 2’’

1�’’

W BEAM

CONNECTION L�

CONNECTION

LTO W BEAM

3 SIDES

4-3/4’’ 0 BOLTS

CONNECTION L

07-19-12

CANOPY TYPICAL DETAILS

�’ Max

08-10-1206-21-12

ST-3

06-26-12 07-09-12 07-19-12


08-10-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

No.

Exp.

CIVIL

RE

GS


E N GN

EE

R




STATE OF

12

-M

A09:47

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE

D:\user\P

DOES SD imperial Rev. 9/02

07-12-12


for the accuracy or completeness of electronic copies to scanned copies

60406

Gang Hong

6-30-13

Gang Hong

Andrew A. Lovato. Gang Hong FUEL

PUMP

CANOPY

UNIT

PROJECT NUMBER & PHASE

EA Oc9500

Thomas Tong BLYTHE AND VIDAL MAINTENANCE STATION

FUEL PUMP CANOPY

08120002071

3581

56M5701




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

No.

Exp.

CIVIL

RE

GS


E N GN

EE

R




STATE OF

12

-M

A09:47

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE

D:\user\P


07-12-12



60406

Gang Hong

6-30-13

Gang Hong


PUMP

CANOPY


FUEL PUMP CANOPY56M5701

40

3-11-13

15

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

POST MILESLOCATION

CODE

5701,

5731Riv,SBd08

06-21-12

ST-4



06-26-12

L 2x2x�X Cont


METAL DECK

L 2x2x�X Cont

W BEAM

Typ

�

1-�’’ O PUDDLE WELD @ 12’’ OC

1-�’’ O PUDDLE WELD @ 12’’ OC

Scale 2 ’’ = 1’ - 0’’

2 SIDES

Scale 3 ’’ = 1’ - 0’’

Scale 2 ’’ = 1’ - 0’’

METAL DECK

07-09-12

2x2x� STEEL ANGLE

07-19-12


06-21-12

ST-4

06-26-12 07-09-12 07-19-12





BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

No.

Exp.

CIVIL

RE

GS


E N GN

EE

R




STATE OF

12

-M

A0

8:2

4

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE

D:\user\P


07-12-12



60406

Gang Hong

6-30-13

Gang Hong


PUMP

CANOPY

UNIT


EA Oc9500


FUEL PUMP CANOPY

08120002071

3581

56M5701




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

No.

Exp.

CIVIL

RE

GS


E N GN

EE

R




STATE OF

12

-M

A0

8:2

4

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE

D:\user\P


07-12-12



60406

Gang Hong

6-30-13

Gang Hong


PUMP

CANOPY



4016

3-11-13

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

POST MILESLOCATION

CODE

5701,

5731Riv,SBd08

06-26-12

ST-5

CL

CL

1Scale 3 ’’ = 1’ - 0’’

2Scale 3 ’’ = 1’ - 0’’

Typ

P

2

BASE PLATE STIFFNERS

HSS COLUMN

STIFF L Typ

Typ

2’’

2’’

Typ

FP

�

P

7

P

HSS COLUMN

ANCHOR BOLTS,

Typ

ANCHOR BOLTS,

Typ�’’

CL

07-19-12

FOOTING TYPICAL DETAILS

BASE PLATE STIFFENER PLAN

1"P

RO

JE

CT

IO

N

Typ

STIFFENER L�x7 ,Typ

08-10-12

A

NOTE:

1. FIELD VERIFY (E) ANCHOR BOLTS

LOCATION AND CONDITION AT


A 1

BASE L1�’’ X 1’-8’’ X 1’-8’’

NOTE:

SEE FOR BASE PLATE W/(E)

ANCHOR BOLT AT VIDAL MAINTENANCE

STATION.

06-26-12

ST-5

07-19-12

FOOTING TYPICAL DETAILS

08-10-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

No.

Exp.

CIVIL

RE

GS


E N GN

EE

R




STATE OF

12

-M

A0

8:2

4

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE

D:\user\P


07-12-12



60406

Gang Hong

6-30-13

Gang Hong


PUMP

CANOPY

UNIT


EA Oc9500


FUEL PUMP CANOPY

08120002071

3581

56M5701




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

No.

Exp.

CIVIL

RE

GS


E N GN

EE

R




STATE OF

12

-M

A0

8:2

4

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE

D:\user\P


07-12-12



60406

Gang Hong

6-30-13

Gang Hong


PUMP

CANOPY



4017

3-11-13

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

POST MILESLOCATION

CODE

5701,

5731Riv,SBd08

DESIGN CRITERIA AND DETAIL NOTES

05-01-12

MATERIALS

Side Laps

WELDING SCHEDULE and STEEL DECK PROFILE

2 - Puddle Welds

Per Support12’’ OC

�’’ Diameter Puddle Weld

12’’ OC

Deck Type Depth & Gage

1.755 in/ft 33 Ksi1.723 in/ft4.605 in/ft334

2. All bolts shall be hex head machine bolts,

with hex head nuts; unless otherwise noted.

3. All lock washers shall be helical spring

lock washers.

Positive

Section

Modulus

Negative

Section

Modulus

Minimum

Yield

Strength

Perpendicular

Supports

and Panel Ends

Parallel

Supports

Diaphragm

Shear

Capacity

Moment

of

Inertia

A

LIVE LOAD: Roof = 20 psf

WIND:

= 1 .29

Basic Wind Speed = 85 mph

yP 30

K t = 1 .0

= .912

= 1 .0I

s

z

F y =

(Allowable Strength Design) :

Wide Flange

Channels, Angles & Misc. Shapes

Plates

50 ksi

F y = 36 ksi

F y = 50 ksi

F y = 46 ksi

STRUCTURAL STEEL:

Hollow Structural Section (HSS)

f y

REINFORCED CONCRETE: (Ultimate Strength Design) :

f’c = , 500 psi

=60, 000 psi

3

FOUNDATION:

DETAIL NOTES

LOADS

PROJECT DESIGN CRITERIA

The building work on this project has been designed

to conform to the 2010 California Building

Code (2009 IBC)

SEISMIC:

Site Soil Class D

S S

Seismic Design Category = D

North - South

S I

S

II =

Importance Factor = 1 .0

= 0.310 = 0.189

R = 1 .25 C =

SR = 1 .25 C =

East - West

0

0

=

.2569

.2569

Seismic Force-Resisting System:

Occupancy Category

I

S SDS DI= 0.321 = 0.257

4�’’x 16 Ga

ST1-0

Cantilevered column systems detailed to

conform to ordinary steel moment frames



1. For Concrete see: ’’Concrete Standard’’

12’’


FUEL PUMP CANOPY

07-19-12

METAL/STEEL DECK MINIMUM SECTION PROPERTIES

Metal/Steel

Deck

METAL/STEEL DECK NOTES

08-10-12

Metal/Steel Deck Profile

Soils report dated : Not Available.

Presumptive Load Bearing value

are used as following,

Vertical Bearing pressure 1000 psf

Lateral Bearing presure 150 psf/ft


05-01-12

ST1-0


FUEL PUMP CANOPY

07-19-12 08-10-12


05-01-12

MATERIALS

Side Laps


2 - Puddle Welds



12’’ OC






lock washers.

Positive

Section

Modulus

Negative

Section

Modulus

Minimum

Yield

Strength

Perpendicular

Supports

and Panel Ends

Parallel

Supports

Diaphragm

Shear

Capacity

Moment

of

Inertia

A

LIVE LOAD: Roof = 20 psf

WIND:

= 1 .29

Basic Wind Speed = 85 mph

yP 30

K t = 1 .0

= .912

= 1 .0I

s

z

F y =


Wide Flange


Plates

50 ksi

F y = 36 ksi

F y = 50 ksi

F y = 46 ksi

STRUCTURAL STEEL:


f y


f’c = , 500 psi

=60, 000 psi

3

FOUNDATION:

DETAIL NOTES

LOADS




Code (2009 IBC)

SEISMIC:

Site Soil Class D

S S


North - South

S I

S

II =

Importance Factor = 1 .0

= 0.310 = 0.189

R = 1 .25 C =

SR = 1 .25 C =

East - West

0

0

=

.2569

.2569


Occupancy Category

I

S SDS DI= 0.321 = 0.257

4�’’x 16 Ga

ST1-0






12’’


FUEL PUMP CANOPY

07-19-12


Metal/Steel

Deck


08-10-12



Presumptive Load Bearing value

are used as following,

Vertical Bearing pressure 1000 psf

Lateral Bearing presure 150 psf/ft


05-01-12

ST1-0


FUEL PUMP CANOPY

07-19-12 08-10-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

No.

Exp.

CIVIL

RE

GS


E N GN

EE

R




STATE OF

12

-M

A0

8:2

4

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE

D:\user\P


07-12-12



60406

Gang Hong

6-30-13

Gang Hong


PUMP

CANOPY

UNIT


EA Oc9500

Thomas Tong

08120002071

3581

56M5701

40

3-11-13

18

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

POST MILESLOCATION

CODE

5701,

5731Riv,SBd08

05-01-12

ST1-1

1Scale �’’ = 1’ - 0’’


BA C D

4

1

1

3

2

(E) BALLARD

(E) BALLARD

(E) CONTAINMENT WALL

BASE PLATE

Typ

06-18-12

HSS 6X6X�,Typ


FUEL PUMP CANOPY

Conc Ftg

Typ

1

22

’-0

’’

26’-0’’

LINE OF CANOPY ABOVE, Typ

07-02-12

CANOPY FOUNDATION PLAN

2

ST1-3

ST1-3

ST1-4

05-01-12

ST1-1


06-18-12


FUEL PUMP CANOPY

07-02-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

No.

Exp.

CIVIL

RE

GS


E N GN

EE

R




STATE OF

12

-M

A0

8:2

4

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE

D:\user\P


07-12-12



60406

Gang Hong

6-30-13

Gang Hong


PUMP

CANOPY

UNIT


EA Oc9500

Thomas Tong

08120002071

3581

56M5701




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

No.

Exp.

CIVIL

RE

GS


E N GN

EE

R




STATE OF

12

-M

A0

8:2

4

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE

D:\user\P


07-12-12



60406

Gang Hong

6-30-13

Gang Hong


PUMP

CANOPY

Thomas Tong 56M5701

DESIGN ENGINEER

40

3-11-13

19

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

POST MILESLOCATION

CODE

5701,

5731Riv,SBd08

05-11-12

1CANOPY ROOF PLAN

Scale �’’ = 1’ - 0’’

ROOF PLAN

DA

C

4

2

3

ST1-2

1

4�’’ METAL DECK

06-06-12 06-18-12

B

3

3

2

1


FUEL PUMP CANOPY

Sim

Typ

Typ

Typ

Typ

Typ

3

1

06-28-12

36’-0’’

5’-0’’ 26’-0’’ 5’-0’’

16’-0’’

22

’-0

’’

16’-0’’

54

’-0

’’

1

07-02-12

W 8

x1

3W

8x13

Typ Typ

4

07-10-12

EQUAL EQUAL

W 16x26

W 16x26

W 16x67

W 16x67

W 16x26

W 16x26

3’-4

’’

3’-4

’’

Typ

2% DOWN SLOPE

2

ST1-3 ST-4

ST-4

ST1-3

ST-4

ST-3

ST-3 ST-3

ST-3

05-11-12

ROOF PLAN

ST1-2

06-06-12 06-18-12


FUEL PUMP CANOPY

06-28-12 07-02-12 07-10-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

No.

Exp.

CIVIL

RE

GS


E N GN

EE

R




STATE OF

12

-M

A0

8:2

4

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE

D:\user\P


07-12-12



60406

Gang Hong

6-30-13

Gang Hong


PUMP

CANOPY

UNIT


EA Oc9500

Thomas Tong

08120002071

3581

56M5701




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

No.

Exp.

CIVIL

RE

GS


E N GN

EE

R




STATE OF

12

-M

A0

8:2

4

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE

D:\user\P


07-12-12



60406

Gang Hong

6-30-13

Gang Hong


PUMP

CANOPY

Thomas Tong 56M5701

40

3-11-13

20

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

POST MILESLOCATION

CODE

5701,

5731Riv,SBd08

05-10-12

CANOPY ELEVATION1

Scale �’’ = 1’ - 0’’

CANOPY ELEVATION2

Scale �’’ = 1’ - 0’’

(E) B0LLARDS

(E) SLAB

METAL DECK

HSS

HSS

HSS

HSS

1Typ

CANOPY SECTIONS

(E) B0LLARDS

(E) SLAB

06-06-12

0’-0’’

ST1-3


FUEL PUMP CANOPY

Conc Ftg, Typ

W BEAM

W BEAM

16’-0’’

A B C D

TOP OF (E) SLAB

METAL DECK

2

3Sim

1 2 3 4

1

1Typ

3

VARIES

1Typ

Conc Ftg, Typ

0’-0’’

TOP OF (E) SLAB

06-28-12

.

.

. .

..

W BEAM

07-10-12

(E) CONTAINMENT WALL(E) CONTAINMENT WALL

TOP OF COLUMN TOP OF COLUMN

2% DOWN SLOPE

ST-4

ST-3

ST1-4

ST-3

ST-3

ST-4

ST1-4

05-10-12

CANOPY SECTIONS

06-06-12

ST1-3


FUEL PUMP CANOPY

06-28-12 07-10-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

No.

Exp.

CIVIL

RE

GS


E N GN

EE

R




STATE OF

12

-M

A0

8:2

4

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE

D:\user\P


07-12-12



60406

Gang Hong

6-30-13

Gang Hong


PUMP

CANOPY

UNIT


EA Oc9500

Thomas Tong

08120002071

3581

56M5701




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

No.

Exp.

CIVIL

RE

GS


E N GN

EE

R




STATE OF

12

-M

A0

8:2

4

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE

D:\user\P


07-12-12



60406

Gang Hong

6-30-13

Gang Hong


PUMP

CANOPY

Thomas Tong 56M5701

40

3-11-13

21

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

POST MILESLOCATION

CODE

5701,

5731Riv,SBd08

05-11-12

.

.

.

.

.

.

. ... .

.

..

.

..

.. . .

.

...

.

3’-0

’’

4’-0

’’

HSS COLUMN

(E) Conc slab

Clr

1�’’ DRY PACK

FOOTING DETAILS

3’’

3’’

Clr

SAW CUT (E) CONC SLAB

6’-0’’

06-06-12

PEDESTAL FOOTING1

Scale 1�’’ = 1’ - 0’’2

06-18-12

ST1-4

4-1�’’ O THREADED ROD

ANCHOR BOLTS

TIES

VERTICAL REINF

Scale 1�’’ = 1’ - 0’’

2

PEDESTAL AND REINFORCEMENT PLAN

8-#6, EQUAL SPACES

3’’ Clr


FUEL PUMP CANOPY

. .

.

.

..

.

THREADED ROD

ANCHOR BOLTS

06-28-12

1

#4-TIES @ 8’’ OC

Typ

3’-0’’ DIAMETER

PLATE WASHER �’’ x 3’’ x 3’’

WITH DOUBLE NUTS

CL

07-19-12

ST-5

#4 TIES

08-15-12

2’’ C

lr

5-#4 TIES @ 3’’ OC

05-11-12

FOOTING DETAILS

06-06-12 06-18-12

ST1-4


FUEL PUMP CANOPY

06-28-12 07-19-12 08-15-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

No.

Exp.

CIVIL

RE

GS


E N GN

EE

R




STATE OF

12

-M

A0

8:2

4

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE

D:\user\P


07-12-12



60406

Gang Hong

6-30-13

Gang Hong


PUMP

CANOPY

UNIT


EA Oc9500

Thomas Tong

08120002071

3581

56M5701




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

No.

Exp.

CIVIL

RE

GS


E N GN

EE

R




STATE OF

12

-M

A0

8:2

4

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE

D:\user\P


07-12-12



60406

Gang Hong

6-30-13

Gang Hong


PUMP

CANOPY

Thomas Tong 56M5701

40

3-11-13

22

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

POST MILESLOCATION

CODE

5701,

5731Riv,SBd08


05-01-12

ST2-0

MATERIALS




lock washers.

LIVE LOAD: Roof =20 psf

WIND:

= 1.29

Basic Wind Speed =85 mph

P 30

K t = 1.0

= .912

= 1.0I

s

z

Fy =


Wide Flange


Plates

50 ksi

Fy =36 ksi

Fy =50 ksi

Fy =46 ksi

STRUCTURAL STEEL:


f y


f’c = , 500 psi

=60, 000 psi

3

DETAIL NOTES

LOADS




Code (2009 IBC)

SEISMIC:

Site Soil Class D

S S


North - South

S I

S

II =

Importance Factor = 1.0

= 0.310 = 0.189

R = 1.25 C =

SR = 1.25 C =

East - West

0

0

=

.2569

.2569


Occupancy Category

I

S SDS DI= 0.321 = 0.257






MATERIALS




lock washers.

LIVE LOAD: Roof =20 psf

WIND:

= 1.2

Basic Wind Speed =85 mph

P 30

K t = 1.0

= .912

= 1.0I

s

z

Fy =


Wide Flange


Plates

50 ksi

Fy =36 ksi

Fy =50 ksi

Fy =46 ksi

STRUCTURAL STEEL:


f y


f’c = , 500 psi

=60, 000 psi

3

FOUNDATION:

LOADS




Code (2009 IBC)

SEISMIC:

Site Soil Class D

S S


North - South

S I

S

II =

Importance Factor = 1.0

= 0.310 = 0.189

R = 1.25 C =

SR = 1.25 C =

East - West

0

0

=

.2569

.2569


Occupancy Category

I

S SDS DI= 0.321 = 0.257






Side Laps


2 - Puddle Welds



12’’ OC



Positive

Section

Modulus

Negative

Section

Modulus

Minimum

Yield

Strength

Perpendicular

Supports

and Panel Ends

Parallel

Supports

Diaphragm

Shear

Capacity

Moment

of

Inertia

A

4�’’x 16 Ga

12’’

Side Laps


2 - Puddle Welds



12’’ OC



Positive

Section

Modulus

Negative

Section

Modulus

Minimum

Yield

Strength

Perpendicular

Supports

and Panel Ends

Parallel

Supports

Diaphragm

Shear

Capacity

Moment

of

Inertia

A

4�’’x 16 Ga

12’’

07-19-12


Metal/Steel

Deck


(E) Foundation, No Soil Report Required.




05-01-12

ST2-0

07-19-12DISREGARD PRINTS BEARING



BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

CIVIL

REG

STER

EDPROFESS ONAL

ENGNEER

STATE OF CAL FORNA



STATE OF

12-

MA

R-2013

10:20

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE

D:\user\Projects\Dist_08\0812000207_vidal_ms_blythe_ms_fuel_islands\Expedite_12-17-12\st2_00.dgn


07-12-12

FUEL

PUMP

CANOPY


FUEL PUMP CANOPY

60406

Gang Hong

6-30-13

Gang Hong

Andrew A. Lovato Gang Hong



UNIT


EA 00-00000

Thomas Tong

08120002071

3581

56M5701

Riv,SBd5731

5701,

3-11-13

23 4008

LOCATION

CODE

05-07-12

ST2-1

Scale �’’ = 1’ - 0’’

B C


AD

4

3

2

1

2

1

10’-2’’

23’-2’’

1

06-07-12

LINE OF CANOPY ABOVE

HSS 6X6X� COLUMN,Typ

06-18-12

FIELD VERIFIED

FI

EL

D

VE

RIFI

ED

Conc CLOSURE

AND (E) Ftg, Typ

(E) BOLLARDS

(E) FUEL TANK

CANOPY FOUNDATION PLAN

NOTE:

THE CONTRACTOR SHALL VERIFY ALL

CONTROLLING FIELD DIMENSIONS

BEFORE ORDERING OR FABRICATING

ANY MATERIAL.

ST2-3

ST2-3

05-07-12

ST2-1FUEL PUMP FOUNDATION AND CANOPY

06-07-12 06-18-12DISREGARD PRINTS BEARING



BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

CIVIL

REG

STER

EDPROFESS ONAL

ENGNEER

STATE OF CAL FORNA



STATE OF

12-

MA

R-2013

10:20

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE



07-12-12

FUEL

PUMP

CANOPY


FUEL PUMP CANOPY

60406

Gang Hong

6-30-13

Gang Hong




UNIT


EA 00-00000

Thomas Tong

08120002071

3581

56M5701




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

CIVIL

REG

STER

EDPROFESS ONAL

ENGNEER

STATE OF CAL FORNA



STATE OF

12-

MA

R-2013

10:20

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE



07-12-12

FUEL

PUMP

CANOPY


FUEL PUMP CANOPY

60406

Gang Hong

6-30-13

Gang Hong




Thomas Tong 56M5701

Riv,SBd5731

5701,24 4008

3-11-13

LOCATION

CODE

05-07-12

Scale �’’ = 1’ - 0’’2

CANOPY ROOF PLAN


2’-8’’

23’-2’’

2’-8’’

A

B C

D

4

3

2

1

3’-4’’ 3’-4’’

ST2-2

43’-6’’

16’-8’’10’-2’’16’-8’’

4�’’ METAL DECK

06-07-12

W1

6x

26

W1

6x

26

W1

6x

26

06-18-12

3

1

3

1

Typ

Sim

TYP

1

Typ

Typ

3

2

06-29-12

2

EQ

UA

LE

QU

AL

W 8x13W 8x13

Ty

pT

yp

4

07-10-12

28’-6’’

W 16x67

W

16

x2

6

W 16x67

TYP

ST2-3

ST2-3

2%

DO

WN

SL

OP

E

NOTE:




ANY MATERIAL.

ST-3

ST-3 ST-4

ST-4

ST-3

ST-3

ST-4

05-07-12


ST2-2

06-07-12 06-18-12 06-29-12 07-10-12DISREGARD PRINTS BEARING



BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

CIVIL

REG

STER

EDPROFESS ONAL

ENGNEER

STATE OF CAL FORNA



STATE OF

12-

MA

R-2013

10:20

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE



07-12-12

FUEL

PUMP

CANOPY


FUEL PUMP CANOPY

60406

Gang Hong

6-30-13

Gang Hong




UNIT


EA 00-00000

Thomas Tong

08120002071

3581

56M5701




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

CIVIL

REG

STER

EDPROFESS ONAL

ENGNEER

STATE OF CAL FORNA



STATE OF

12-

MA

R-2013

10:20

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE



07-12-12

FUEL

PUMP

CANOPY


FUEL PUMP CANOPY

60406

Gang Hong

6-30-13

Gang Hong




Thomas Tong 56M5701

Riv,SBd5731

5701,25 4008

3-11-13

LOCATION

CODE

05-09-12

CANOPY ELEVATION1

Scale �’’ = 1’ - 0’’

CANOPY ELEVATION2

Scale �’’ = 1’ - 0’’

HSS

METAL DECK

HSS

HSS

(E) FUEL TANK

(E) BOLLARDS

Typ

CANOPY SECTIONS

ST2-4Typ

ST2-3

06-18-12

TOP OF (E) SLAB

METAL DECK

(E) FUEL TANK

(E) BOLLARDS

1 2 3 4

A B CD

Sim

ST2-4Typ

3

(E) CONC Ftg, TYP(E) CONC Ftg, Typ

06-28-12

2

07-10-12

TOP OF (E) SLAB

VARIESTOP OF COLUMN

(E) AC PAVING(E) AC PAVING

W BEAM W BEAM

T0P OF COLUMN

16’-0’’

0’-0’’ 0’-0’’

2% DOWN SLOPE

NOTE:




ANY MATERIAL.

ST-4

ST-3

3

1

ST-3

ST-3

HSS

ST-4

1

1 1

05-09-12

CANOPY SECTIONS

ST2-3

06-18-12 06-28-12 07-10-12DISREGARD PRINTS BEARING



BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

CIVIL

REG

STER

EDPROFESS ONAL

ENGNEER

STATE OF CAL FORNA



STATE OF

12-

MA

R-2013

10:20

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE



07-12-12

FUEL

PUMP

CANOPY


FUEL PUMP CANOPY

60406

Gang Hong

6-30-13

Gang Hong




UNIT


EA 00-00000

Thomas Tong

08120002071

3581

56M5701




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

CIVIL

REG

STER

EDPROFESS ONAL

ENGNEER

STATE OF CAL FORNA



STATE OF

12-

MA

R-2013

10:20

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE



07-12-12

FUEL

PUMP

CANOPY


FUEL PUMP CANOPY

60406

Gang Hong

6-30-13

Gang Hong




Thomas Tong 56M5701

. .

.

Riv,SBd5731

5701,26 4008

3-11-13

LOCATION

CODE

06-07-12

FOOTING DETAILS

ST2-4

3’-0’’

C

(E) Conc SLAB

2

PEDESTAL FOOTING1

Scale 1�’’ = 1’ - 0’’2

Scale 1�’’ = 1’ - 0’’

..

.

.

..

. .

.

..

.

. .

...

.

.

. . .

.

.

.

. .

.

4’-0’’

1’-0’’

2’’

Clr

HSS COLUMN

L

PEDESTAL PLAN

(E) CONC FOOTING

Conc CLOSURE

06-20-12

.

.

.

.

.

.

. ... .

.

.. .

..

..

..

.

...

.. .

.

.

.

.

.

HSS COLUMN

TIES

0’-0’’

06-29-12

4-#4 TIES EQUAL SPACES

(E) CONDUIT

3’-0’’ X 3’-0’’ FIELD VERIFY

6’’

Clr

Typ

07-10-12

REMOVE (E) DRY PACK

INSTALL 1�’’ NEW

DRY PACK

CL

CL

TOP OF (E) Conc SLAB

NEW CONDUIT,

SEE ELECTRICAL

�" CHAMFER ALL AROUND

8-#5 VERTICAL DOWELS

4-(E) ANCHOR BOLTS, FIELD

VERIFY AB LOCATION AND

CONDITION

NOTE:




ANY MATERIAL.

ST-5

1

06-07-12

FOOTING DETAILS

ST2-4

06-20-12 06-29-12 07-10-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

CIVIL

REG

STER

EDPROFESS ONAL

ENGNEER

STATE OF CAL FORNA



STATE OF

12-

MA

R-2013

10:20

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE



07-12-12

FUEL

PUMP

CANOPY


FUEL PUMP CANOPY

60406

Gang Hong

6-30-13

Gang Hong




UNIT


EA 00-00000

Thomas Tong

08120002071

3581

56M5701




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

CIVIL

REG

STER

EDPROFESS ONAL

ENGNEER

STATE OF CAL FORNA



STATE OF

12-

MA

R-2013

10:20

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE


ARCHITECTURAL

STRUCTURAL DESIGN

AND

DATE



07-12-12

FUEL

PUMP

CANOPY


FUEL PUMP CANOPY

60406

Gang Hong

6-30-13

Gang Hong




Thomas Tong 56M5701

Riv,SBd5731

5701,4008

3-11-13

27

PLAN SHEETS

DRILL & BOND GROUT

LOCATION

CODE

X X

GRAPHIC SYMBOLS FOR ELECTRICAL WIRING AND LAYOUT DIAGRAMS

SYMBOL DESCRIPTION

S S

R R

X X

R

NOTE:

WALLCEILING

POLE-TOP ELECTROLIER

POLE-ARM ELECTROLIER

EXIT LIGHT

32 WATT LAMPS

2 LAMPS

DESIGN TYPE

FLUORESCENT

NUMBER OF FIXTURES

EXAMPLE : (4) F2-2x32

SURFACE FLUORESCENT, METAL HALIDE,

LED, OR SODIUM VAPOR FIXTURE

RECESSED FLUORESCENT, METAL HALIDE,

LED, OR SODIUM VAPOR FIXTURE

SURFACE OR PENDANT INDIVIDUAL

FLUORESCENT OR LED FIXTURE

RECESSED INDIVIDUAL FLUORESCENT

OR LED FIXTURE

SURFACE OR PENDANT CONTINUOUS

ROW FLUORESCENT OR LED FIXTURES

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 LIGHTING

FIXTURE SYMBOL DENOTES FIXTURE

TYPE, (I=INCANDESCENT, F=FLUORESCENT,

MH=METAL HALIDE, H=HIGH PRESSURE

SODIUM VAPOR, L=LED), DESIGN TYPE,

NUMBER OF LAMPS AND WATTAGE.

HOMERUN TO PANELBOARD, ARROWS INDICATE

NUMBER OF CIRCUITS, LETTER DENOTES

PANELBOARD, NUMERAL DENOTES CIRCUIT

A1,2

TS TIMER SWITCH

T

L

PUSHBUTTON

PUSHBUTTON STATION, NC, WITH

LOCKING DEVICE FOR OPEN

BUZZER

PUSHBUTTON STATION MOTOR CONTROL

BELL

COMBINATION BELL-BUZZER

THERMOSTAT

PRESSURE SWITCH

CONTROL RELAY

FLOW SWITCHFS

R

PS

R RADIO OUTLET

TELEVISION OUTLETTV

M MICROPHONE OUTLET

FLUSH-MOUNTED PANELBOARD AND CABINET

POWER PANEL

COMBINATION LIGHTING AND POWER

MOTOR CONTROLLER

DISCONNECT SWITCH

MC

CONDUIT CONCEALED IN CEILING OR WALL

CONDUIT CONCEALED IN FLOOR

CONDUIT EXPOSED

LIGHTING PANEL

B B

J J

D

C

F

BLANK OUTLET

JUNCTION BOX

DROP CORD

SINGLE RECEPTACLE OUTLET

DUPLEX RECEPTACLE OUTLET

DUPLEX RECEPTACLE OUTLET (WITH GFCI)

DUPLEX RECEPTACLE OUTLET, WEATHERPROOF

(WITH GFCI)

(GFCI)

(GFCI)

WP

SINGLE, SPECIAL PURPOSE RECEPTACLE OUTLET

DUPLEX, SPECIAL PURPOSE RECEPTACLE OUTLET

RANGE OUTLET

CLOCK HANGER RECEPTACLE

R

FAN HANGER RECEPTACLE

FLOOR SINGLE RECEPTACLE OUTLET

FLOOR DUPLEX RECEPTACLE OUTLET

FLOOR SPECIAL PURPOSE OUTLET

FLOOR RADIO OUTLET

FLOOR TELEPHONE OUTLET

MULTI-FLOOR OUTLET, 2 OR

MORE GANG

MULTI-OUTLET ASSEMBLY

S

S

H

SWITCH AND SINGLE RECEPTACLE

SWITCH AND DUPLEX RECEPTACLE

HAND DRYER NOZZLE

HAND DRYER

RADIO OUTLET

COMMUNICATION OUTLET

SOUND SYSTEM LOUD SPEAKER OUTLET

PEU PHOTOELECTRIC UNIT

SURFACE-MOUNTED PANELBOARD AND CABINET

MANUAL MOTOR STARTING SWITCH,

WITHOUT OVERLOAD ELEMENT

MANUAL MOTOR STARTING SWITCH,

THERMAL OVERLOAD TYPE

TWO TIMER SWITCHES, ONE SWITCH

FOR LIGHT AND FAN AND ONE SWITCH

FOR HEAT LAMP

OS1

OS2

THREE-WAY SWITCH

FOUR-WAY SWITCH

AUTOMATIC DOOR

KEY OPERATED SWITCH

SWITCH AND PILOT LIGHT

MOMENTARY CONTACT SWITCH

REMOTE CONTROL SWITCH

WEATHERPROOF SWITCH

FAN SWITCH

LIGHT SWITCH

HEATER SWITCH

VARIABLE SPEED MOTOR CONTROL SWITCH

SCHLF

VSS

SH

SL

SF

SWP

SRC

SMC

SP

SK

SD

S4

S3

S2

S

OCCUPANCY SENSOR WALL SWITCH, SINGLE LEVEL

OCCUPANCY SENSOR WALL SWITCH, BILEVEL

MOTION SENSOR SWITCHSM

TS

SHP

SINGLE-POLE SWITCH

DOUBLE-POLE SWITCH

SYMBOL DESCRIPTION

REMODEL WORK

A

EE-2

1

EE-2

SYMBOL DESCRIPTION

EXISTING FLUORESCENT FIXTURE-TO REMAIN

EXISTING FLUORESCENT FIXTURE-REMOVE

EXISTING INCANDESCENT FIXTURE-TO REMAIN

SURFACE METAL RACEWAYSM

X

CONDUCTOR INFO (PER CONDUIT)

CONDUIT TYPE

CONDUIT SIZE

NUMBER OF CONDUITS (NO NUMBER

INDICATES ONE CONDUIT)

CONDUIT, RIGID STEEL, UNDERGROUND

CONDUIT, POLYVINYL CHLORIDE, UNDERGROUND

CONDUIT, FLEXIBLE

CONDUIT, TURN UP

CONDUIT, TURN DOWN

CONDUIT SEAL, EXPLOSION-PROOF

CONDUIT, EXPANSION JOINT

ADAPTER, ONE TYPE CONDUIT TO ANOTHER

POLE

MC

PVC

(2) �"C, PVC, 2#12

SYMBOL DESCRIPTION

C

C

(T)

CHLF

OC

P

P

AV

K

W

OCCUPANCY SENSOR

OCCUPANCY SENSOR POWER PACK

MANUAL PULL STATION

AUDIO/VISUAL ALARM DEVICE

GLASS BREAK DISCRIMINATOR

MAGNETIC CONTACT SWITCH-PEDESTRIAN DOOR

MAGNETIC CONTACT SWITCH-VEHICLE DOOR

KEYPAD FOR ALARM SYSTEM

PULL BOX-LETTER INDICATES TYPE OF PULL

BOX (E-ELECTRICAL, T-TELEPHONE, R-RADIO)

COMBINATION HEAT, LIGHT, AND FAN UNIT

SECTION/ELEVATION LETTER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

H

S

HEAT DETECTOR

SMOKE DETECTOR

G

COMBINATION DETECTOR

(MICROWAVE/PASSIVE INFRARED)

PULL BOX (TRAFFIC-RATED)-LETTER

INDICATES TYPE OF PULL BOX

(E-ELECTRICAL, T-TELEPHONE, R-RADIO)

GFCI

FUSE

GRAPHIC SYMBOLS FOR

ELECTRICAL DIAGRAMS

SYMBOL DESCRIPTION

CIRCUIT BREAKER, SINGLE-POLE

CIRCUIT BREAKER, DOUBLE-POLE

CIRCUIT BREAKER, THREE-POLE

CIRCUIT BREAKER, WITH GROUND

FAULT CIRCUIT INTERRUPTER

CIRCUIT BREAKER, SINGLE-POLE,

SWITCHED NEUTRAL

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

LIQUID LEVEL ACTUATED SWITCH,

NORMALLY CLOSED

LIQUID LEVEL ACTUATED SWITCH,

NORMALLY OPEN

PRESSURE ACTUATED SWITCH,

NORMALLY CLOSED

PRESSURE ACTUATED SWITCH,

NORMALLY OPEN

TEMPERATURE ACTUATED SWITCH,

NORMALLY CLOSED

TEMPERATURE ACTUATED SWITCH,

NORMALLY OPEN

OPERATING COIL

FLOW ACTUATED SWITCH, NORMALLY CLOSED

FLOW ACTUATED SWITCH, NORMALLY OPEN

LIMIT SWITCH, NORMALLY CLOSED

LIMIT SWITCH, NORMALLY OPEN

PUSHBUTTON SWITCH, NORMALLY CLOSED

PUSHBUTTON SWITCH, NORMALLY OPEN

SWITCH, SINGLE-POLE

SWITCH, SINGLE-POLE, DOUBLE-THROW

SWITCH, DOUBLE-POLE

SWITCH, DOUBLE-POLE, DOUBLE-THROW

SWITCH, SINGLE-POLE, 3-POSITION

THERMAL OVERLOAD

RESISTOR

VARIABLE RESISTOR

TRANSFORMER WINDING

CONTACT, SINGLE-POLE, DOUBLE-THROW

G

M

F

A

GROUNDING ELECTRODE

ENCLOSURE BOND

PILOT LIGHT (A=AMBER, G=GREEN, R=RED)

GENERATOR

MOTOR

FAN MOTORJ

J

E

EXISTING RECEPTACLE OUTLET-REMOVE

EXISTING RECEPTACLE OUTLET-TO REMAIN

EXISTING OUTLET-TO REMAIN

EXISTING INCANDESCENT FIXTURE-REMOVE

EXISTING CONDUIT AND CONDUCTORS-REMOVE

EXISTING SWITCH-TO REMAIN

EXISTING SWITCH-REMOVE

S

S

EXISTING JUNCTION BOX-TO REMAIN

EXISTING JUNCTION BOX-REMOVE

E

x x

EXISTING CONDUIT AND CONDUCTORS-TO REMAIN

UNLESS OTHERWISE NOTED

LEGEND

EE0-1

6/22/12 7/20/12

56M5701,

54M5731

9/28/12

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12

12/14/12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

RE

GS


E N GN

EE

R



STATE OF

ee0_1.dg

12

-M

A0

7:4

8

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE

DATE


WASTEWATER DESIGN

AND

ELECTRICAL-MECHANICAL-WATER

REGISTERED ELECTRICAL ENGINEER

X

ELEC

UNIT


LOCATION

CODE



TAEMWW imperial Rev. 3/12

3596

08120002071

BLYTHE/VIDAL MAINTENANCE STATIONS

FUEL PUMP CANOPYJipinderpal Kaur

Jipinderpal Kaur

Jipinderpal Kaur

Jaswinder Gill

Jaswinder Gill

Jaswinder Gill

J. S. GILL

18551

12-31-12

12-14-12

EA 0R9001

08 28 40Riv,SBd5701,

5731

3-11-13

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

CONDUIT MUST BE �" UNLESS OTHERWISE NOTED.

X X

ABBREVIATIONS

A

A/C

ACS

AI

AL

AO

ALARM LIGHT

ANALOG INPUT

AFCI

AR ALARM RESET

JB

B

AIR CONDITIONING UNIT

AVC AIR VOLUME CONTROLLER

ANALOG OUTPUT

AIR COMPRESSOR STARTER

Brk

BD

BREAKER

BUILDING DISCONNECT

CSW

CR

CURRENT SWITCH

CONTROL RELAY

C

DI

DO

DP

DS DOOR SWITCH

DUPLEX PLUG RECEPTACLE

DIGITAL OUTPUT

DIGITAL INPUT

D

(E)

EF EXHAUST FAN

EXISTING

E

F

Flex

F

FL

FLA FLASHER

FAILURE LIGHT

FUSE

FLS

FR

FS FLOAT SWITCH

FLOW SWITCH

FLEXIBLE CONDUIT

G

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GROUND

G

I

IC IRRIGATION CONTROLLER

ICC IRRIGATION CONTROLLER CABINET

J

JUNCTION BOX

L

L

LC

LCP

LD

LL

LLC

LP

LS

LT

LTO LIGHT TRANSFORMER OVERLOAD

LIGHT TRANSFORMER

LIGHT SWITCH

LIGHT PANEL

LIQUID LEVEL CONTROLLER

LIQUID LEVEL RELAY

LIGHT DISCONNECT

LIGHTING CONTROL PANEL

LIGHTING CONTACTOR

M

MB

MC

MCP

MCC

MSB MAIN SWITCHBOARD

MOTOR CONTROL CENTER

MOTOR CIRCUIT PROTECTOR

METALLIC CONDUIT

MAIN BREAKER

N

NSW

(N) NEW

NEUTRAL SWITCHING BREAKER

O

PFR

PFRD

PL

PS

PTS POWER TRANSFER SWITCH

PRESSURE SWITCH

PILOT LIGHT

PHASE FAILURE RELAY DISCONNECT

PHASE FAILURE RELAY

P

` PHASE

R

RES

ROOM

RESISTOR

S

S

SFR

SL

SPR

SS

ST

SV SOLENOID VALVE

STARTER

SELECTOR SWITCH

STANDBY POWER RECEPTACLE

SUMP LIGHT

SEAL FAILURE RELAY

T

TB

TDR

TGLS TOGGLE SWITCH

TIME DELAY RELAY

TERMINAL BLOCK

TM

TS

TSW

TTB TELEPHONE TERMINAL BOARD

TEST SWITCH

TIMER SWITCH

TIME METER

UPS UNINTERRUPTIBLE POWER SUPPLY

U

W

WLS

WP WEATHERPROOF

WATER LEVEL SWITCH

BP BOOSTER PUMP

COMM COMMUNICATION

LCD LIQUID CRYSTAL DISPLAY

OL OVERLOAD

LIGHT or LENGTH

PCP PUMP CONTROL PANEL

ARC FAULT CIRCUIT INTERRUPTER

CM CENTER MARGIN LIGHT

CC CENTER CHANNEL LIGHT

FAILURE RESET or FLAME RESISTANT

LDCI LEAK DETECTOR CIRCUIT INTERRUPTER

SD SERVICE DISCONNECT

Sch SCHEDULE

Nav NAVIGATIONAL LIGHTS

PV PHOTOVOLTAIC

O/C ON CENTER

Sq SQUARE

SWIM SLOW WEIGH-IN-MOTION

WSMS WEIGH STATION MESSAGE SIGN

MH MOUNTING HEIGHT

SYMBOLS

^ DEGREES

Ñ ANGLE

À DELTA

¨ PLUS OR MINUS

RTB RADIO TERMINAL BOARD

Rm

Cat CATEGORY

CONTROL DISCONNECTCD

PD PUMP DISCONNECT

RD RECEPTACLE DISCONNECT

MD MOTOR DISCONNECT

BC BARE COPPER

IR INDUCTION RELAY

INTRINSICALLY SAFE RELAYISR

PROJECT NOTES

STANDARD PLANS

RLD Relocated equipment.

Dated June, 2010

Separate grounded (Neutral) conductor

must be used for each 120-volt circuit.

Homeruns to Panelboards must be installed

as shown on the plans. Homeruns must not

be combined.

A single insulated equipment grounding

conductor, sized as required, must be installed

in each conduit run.

1.

2.

3.

NOTES AND ABBREVIATIONS

6/22/12

SHEETBLYTHE/VIDAL MAINTENANCE STATIONS

FUEL PUMP CANOPY EE0-2

UTILITY POWER

STARTER COIL

OR STANDBY POWER

U

56M5701,

54M5731

7/20/12 9/28/12 12/14/12

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

RE

GS


E N GN

EE

R



STATE OF

ee0_2.dg

12

-M

A13:19

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE

DATE


WASTEWATER DESIGN

AND



X

ELEC

UNIT


LOCATION

CODE




3596

08120002071



Jipinderpal Kaur

Jipinderpal Kaur

Jaswinder Gill

Jaswinder Gill

Jaswinder Gill

J. S. GILL

18551

12-31-12

12-14-12

EA 0R9001

08 Riv,SBd5701,

573129 40

3-11-13

ES-1A

STANDARD NOTE

X X

Project Address:

General Information

2008 Nonresidential Compliance Forms

New Construction Addition Alteration

Documentation Author’s Declaration Statement

I Certify that this Certificate of Compliance documentation is accurate and complete.

Project Name: Date:

Name: Signature:

Company: Date:

Address:

Principal Lighting Designer’s Declaration Statement

Name: Signature:

Company: Phone:

License #

Date:

City/State/Zip:

City/State/Zip:

Address:

OLTG-2C

If applicable:

CEA #

CEPE #

Phone:

CERTIFICATE OF COMPLIANCE (Page 1 of 4) OLTG-1C

Total Hardscape Illuminated Area:

Phase of Construction:

Principal Lighting Designer’s Declaration

OLTG-2C(Page 1 of 3) Lighting Wattage Allowances for General Hardscape, Sales Frontage,

or Ornamental Lighting. Optional on plans.

OLTG-2C

OLTG-1C Certificate of Compliance. All 4 pages required on plans for all submittal.

(Page 2 of 3) Lighting Wattage Allowances for Per Application or Per Area. Optional on plans.

LIGHTING COMPLIANCE FORMS & WORKSHEETS (check box if worksheet is included)

Outdoor Lighting Mandatory Measures

I Certify that this Certificate of Compliance documentation is accurate and complete, and accounts

for all outdoor lighting power, including building mounted, pole mounted, as well as all other outdoor

lighting designed for the site, and that Additional Lighting Power Allowances for Specific Applications

or Additional Lighting Power Allowances for Ordinance Requirements have not been counted more than one

time for the same area, in Accordance with Section 147 of the Standards.

(Page 3 of 3) Additional Lighting Power Allowance for Ordinance Requirements. Optional on plans.

Indicate location on building plans of Mandatory Measures Note Block:

I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the lighting

design.

This Certificate of Compliance identifies the lighting features and performance specification required for compliance with

Title 24, Pages 1 and 6 of the California Code of Regulations.

The design features represented on this Certificate of Compliance are consistent with the information provided to document

this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the

enforcement agency for approval with this building permit application.

For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the

Nonresidential Manual published by the California Energy Commission.

Field Inspection


Field Inspection

Field Inspection

Date:Project Name:

Installed Watts

B C D E HGFA I

EXEMPT LUMINAIRES

Description of exempt luminaires in accordance with S 147

MANDATORY CONTROLS

Name or Symbol

# Description Location

Field Inspection


SPECIAL FEATURES INSPECTION CHECKLIST (See Page 2 of 4 of OLTG-1C)

Field Inspector Notes or Discrepancies:


Luminaire Schedule

Name

Or

Item

Tag Default

fro

m

NA

-8

Installed W

atts

(D

x G

)

Num

ber o

f

Lu

min

air

es

Cutoff

Designation

Watts p

er

Lum

inair

e

Sp

ecial

Features

Pass

Fail

How wattage was

determined

Field

Inspector

COMPLIANCE FIXTURE/LIGHTING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST

Enter total into OLTG-1C; Page 4 of 4; Row H; Total Installed Watts:

INSTALLATION CERTIFICATE, OLTG-1-INST (Retain a copy and verify form is completed and signed.)

CERTIFICATE OF ACCEPTANCE, OLTG-2A (Retain a copy and verify form is completed and signed.)

Luminaire Description

See footnote below

(i.e, lamp pole-top shoe-box 400 watt metal halide)

1. Type of luminaire (i.e.: post top, wall pack, surface, shoe box); for non-incandescent luminaires, indicate nominal lamp

wattage and lamp type (i.e.: fluorescent incandescent, HID); ballast type (i.e.: electronic or magnetic); number of lamps

and number of ballast per luminaire. For incandescent luminaires the luminaire wattage listed in column D shall be the maximum

relamping rated wattage on a permanent factory-installed label on the luminaire. NOT the wattage of the lamp (bulb) used,

in accordance with Section 130 (d or e).

2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans

if necessary.

The local enforcement agency should pay special attention to the items specified in this checklist. These Items require special

written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the

justification, and may reject a building or design that otherwise complies base on the adequacy of the special justification and

documentation submitted.

2

Accordin

g

to

S 1

30

(d or e)

1

July 2010 July 2010

BLYTHE

MAINTENANCE STATION

6/22/12

EE1-1

7/20/12

1944

SQUARE FEET

Caltrans

1801 30th Street

Sacramento, CA 95816 (916) 227-8342

Caltrans

1801 30th Street

Sacramento, CA 95816

EE1-1

(916) 227-8342

204 6

1 FUEL PUMP CANOPY

1,224

FCSURFACE,INTEGRATED MOTION SENSOR, LED 1224

PHOTOCELL, MOTION

SENSOR

50% CAPACITY IF NO MOTION IS DETECTED USING THE INTEGRATED MOTION SENSOR ON EACH FIXTURE.

CALIFORNIA ENERGY COMMISSION MANDATORY

MEASURES:

FUEL PUMP CANOPY LIGHTS

1. PHOTOCELL SWITCHING LIGHTS ON/OFF

BASED ON DAYLIGHTING.

2. ALL LUMINARIES SHALL HAVE

FULL CUT-OFF TYPE LIGHT DISTRIBUTION.

3. FIXTURE INTEGRATED MOTION SENSOR

SHALL DIMM THE LIGHT OUTPUT BY 50%

OF MAXIMUM OUTPUT WHEN THERE IS NO

MOTION DETECTED.

7/20/2012

7/20/2012


FUEL PUMP CANOPY BLYTHE MAINTENANCE STATION

FUEL PUMP CANOPY

431 E. BROADWAY, BLYTHE, CA 92226

7/20/2012

50% OF LOAD SHEDDING IS ACHEIVED FOR ALL THE FUEL PUMP CANOPY LIGHTS BY DIMMING THE LIGHTS TO

GENERAL NOTE:

Form OLTG-1-C, Parts 1 of 4 and 2 of 4 are shown on this sheet.

Form OLTG-1-C, Parts 3 of 4 and 4 of 4 are shown on sheet EE1-2.

Other checked forms are available upon request.

56M5701

Jaswinder Gill

Jaswinder Gill

18551

12-31-12

OUTDOOR LIGHTING COMPLIAMCE FORMS 1

L1

9/28/12 12/14/12

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

RE

GS


E N GN

EE

R



STATE OF

ee1_1.dg

12

-M

A0

7:4

8

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE

DATE


WASTEWATER DESIGN

AND



X

ELEC

UNIT


LOCATION

CODE




3596

08120002071



Jipinderpal Kaur

Jipinderpal Kaur

Jaswinder Gill

Jaswinder Gill

Jaswinder Gill

J. S. GILL

18551

12-31-12

12-14-12

EA 0R9001

08 Riv,SBd5701,

573130 40

3-11-13


Project Name: Date:


OUTDOOR LIGHTING ZONE: OLZ 1 OLZ 2 OLZ 3 OLZ 4

Is the Outdoor Lighting Zone: Default in accordance with S 10-114, or Amended by JHA

Are additional lighting power allowances for ordinance in Table 147-C used? Yes No

Complete the information below if the additional lighting power allowances for ordinance requirements are used:

Required Acceptance Tests

Certificate of Acceptance

OLTG-2ALuminaires Controlled

Equipment Requiring Testing Description Num

ber

of lik

e

Co

ntro

ls

Location

Outdoor

Lighting

Acceptance

Tests

B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS

C. ACCEPTANCE FORMS

A. OUTDOOR LIGHTING ZONE

Designer:

Enforcement Agency:

Complete the information below if the default Outdoor Lighting Zone has been amended by the local

jurisdiction having authority

(JHA):

The local jurisdiction having authority has officially adopted specific outdoor light levels, which are expressed as

average or minimum footcandle levels, by following a public process that allowed for formal public notification, review,

and comment about the proposed changed.

The local jurisdiction having authority which adopted specific outdoor light levels and has notified the Commission by

providing the following materials required S 10-114(f) to the Executive Director.

1

1. Insert: for Outdoor Motion Sensor; for Outdoor Lighting Shutoff Controls; for Outdoor Photocontrol; for

Astronomical Time Switch; and, for Standard (non-astronomical) Time Switch acceptance.

OMS OLSC

OP ATS

STS


Date:Project Name:


Lighting Wattage

Power Allowance

Yes No

ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER


A

B

C

D

E

F

G

H

Lighting power allowance for general hardscape

(from OLTG-2C Page 1 of 3)

Specific application wattage allowance for ornamental lighting


Specific application wattage allowance per application


Specific application lighting wattage allowance per area


Additional lighting power allowance for ordinance requirements


Specific application lighting wattage allowance per unit length


Total Allowed Wattage = Sum of rows A through F:

Total installed Watts (from Luminaire Schedule,

(from OLTG-1C (Page 2 of 4)

This form is to be used by the designer and attached to the plans. Listed below is the acceptance tests for the Lighting

system, OLTG-2A. The designer is required to check the acceptance tests and list all control devices serving the building or

space shall be certified as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control of

a certain type requires a tests, list the different lighting and the number of systems. The NA7 Section in the Appendix of the

Nonresidential Reference Appendices Manual describes the test. Since this form will be a part of the plans, completion of this

section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of

Luminaire controlled.

Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting

system with controls is installed in the building or space shall be certified as meeting the Acceptance Requirements.

The OLTG-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are

checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency

that certifies plans, specifications, installation certificates, and operating and maintenance information meet the

requirements of S 10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms

before the building can receive final occupancy. A copy of the OLTG-2A for each different lighting luminaire control(s) must

be provided to the owner of the building for their records.

NOTES:

Provided that the lighting wattage power allowance listed in rows A through F

are identical to the lighting wattage power allowance taken from OLTG-2C

pages 1 through 3, complies if installed Wattage in row H is less than or

equal to the Total Installed Wattage in row G

July 2010July 2010

BLYTHE

MAINTENANCE STATION

6/22/12 X X

EE1-2

7/20/12

7/20/2012

7/20/2012

Blythe Maintenance Station

Fuel Pump CanopyBlythe Maintenance Station

Fuel Pump Canopy

6MOTION SENSOR

PHOTOCELL

INTEGRAL TO

EACH FIXTURE

REMOTE PHOTOCELL 1

FUEL PUMP CANOPY

FUEL PUMP CANOPY

OMS

OP

1,953

1,953

1,224

56M5701

The site is a government designated park, recreation area, wildlife preserve, or portion thereof, and has been designated

as LZ2 or LZ3, in accordance with Table 10-114-A, because the site is contained within such a zone.

The local jurisdiction having authority has officially adopted a change to the State Default Lighting Zone and has

notified the Energy Commission by providing the materials required in S 10-114(d) to the Executive Director.

The adopted change is posted on the Energy Commission website.

OUTDOOR LIGHTING COMPLIANCE FORMS 2

9/28/12 12/14/12

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

RE

GS


E N GN

EE

R



STATE OF

ee1_2.dg

12

-M

A0

7:4

8

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE

DATE


WASTEWATER DESIGN

AND



X

ELEC

UNIT


LOCATION

CODE




3596

08120002071



Jipinderpal Kaur

Jipinderpal Kaur

Jaswinder Gill

Jaswinder Gill

Jaswinder Gill

J. S. GILL

18551

12-31-12

12-14-12

EA 0R9001

08 Riv,SBd5701,

573131 40

3-11-13

X X

SITE PLAN

BLYTHE

MAINTENANCE STATION

6/22/12

SITE PLAN

�"C, 4#12, 1#12G

EE1-3

7/20/12

(E

) F

EN

CE

CANOPY

(E) FUEL HOUSE

(E) OFFICE

(E) PANEL C

(E) CREW ROOM

(E) CARPORT

(E) EDGE OF AC

WELLS STREET

(E) LOADING DOCK AND RAMP

(E) WAREHOUSE

AB

(E) EQUIPMENT GARAGE

(E) PANEL A

(E) WASH RACK

(E) FENCE

(E) TELEPHONE PEDESTAL

(E) WASHER STORAGE

(E) ELECTRICAL PANEL

BR

OA

DW

AY

A

(E) LIGHT POLEA

EE1-5

1" = 30’

CONDUIT

PENETRATION, WP

E

E

E

EE

E

E

E

E

EE

E

-

EE1-4

(E) STANDBY POWER RECEPTACLE

AND TRANSFER SWITCH

(E) FENCE

(E) OIL STORAGE

TANK

(E

) F

EN

CE

B

A

B

(E) ELECTRICAL MAIN

SWITCHBOARD

(E) MATERIAL

STORAGE BINS

(E) �"C, REMOVE CONDUCTORS

56M5701

(E) FUEL TANKS

(E) EMERGENCY SHUT-OFF SWITCH

C

C

9/28/12

DESIGN ENGINEER

DESIGN SUPERVISOR

12/14/12

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

RE

GS


E N GN

EE

R



STATE OF

ee1_3.dg

12

-M

A0

7:4

8

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE

DATE


WASTEWATER DESIGN

AND



X

ELEC

UNIT


LOCATION

CODE




3596

08120002071

THIS DRAWING ACCURATE FOR ELECTRICAL WORK ONLY



Jipinderpal Kaur

Jipinderpal Kaur

Jaswinder Gill

Jaswinder Gill

Jaswinder Gill

J. S. GILL

18551

12-31-12

12-14-12

EA 0R9001

08 Riv,SBd5701,

573132 40

3-11-13

(E) PULL BOX WITH

GROUND ELECTRODE

NOTES:

Panel C is 150 A, 120/240 V, 1-phase, 3-wire Challenger

Power Master Company and type PRL1 panelboard.

Perform following:

- Install two 1-pole, 20 A, 120-Volt rated "switch

neutral" circuit breakers in space #14 & #16 and

#18 & #20.

- Update panel directory.

- Install and terminate new �"C on top of Panel C

inside the attic space.

- Panel C is a recessed panel board. Conduit

installation may require removal of wall.

Therefore remove and replace existing gypsum

board and wall as required for conduit

installation. Patch and paint wall to match

existing.

Disconnect conductors from circuit feeding Fuel

Island Emergency Shut-Off Switch and mark them

as spare. Update the panel directory.

Install conduit inside attic space.

GENERAL NOTES:

Existing underground electrical conduits and

conductors system and electrical equipment

as shown are diagrammatic and their location

as shown is approximate only. Therefore, field

verify exact location of existing underground

facilities prior to the beginning of trenching

or removal work, if required.

Not all underground utilities are shown.

1.

2.

POWER AND LIGHTING PLAN

PLAN

BLYTHE

MAINTENANCE STATION

(E) CREW ROOM

(E) FUEL LOG

HOUSE

EXISTING MODIFIED

D

A

B

C

S S PEU

F

TO (E) PANEL C

�"C, 4#12,

1#12G E

6/22/12

�" = 1’-0"

CANOPY

EE1-4

7/20/12

S

S S S

xx

(E) DIESEL

DISPENSER A-F

(E) DIESEL

DISPENSER A-E

x

x

xxx x

x x xx

x

x

x

CONDUIT SEAL,

REMOVE SEALANT

NO SCALE

ELEVATION

FINISH GRADE

E

E

E

E

GUTTER

�" RSC, 2#12,1#12G

�" RSC, 2#12,1#12G

DIESEL

DISPENSER A-E

(E) DIESEL

DISPENSER A-E

(E) CONDUIT SEAL,

SEAL AFTER CONDUCTOR

INSTALLATION

(E) �" PVC COATED RSC

INSTALL 4#12, 1#12G

�" RSC, 2#12, 1#12G

TO CANOPY LIGHTS,

SEE PLAN THIS SHEET

(E) ASPHALT

(E) TRANSFER SWITCH

(E) CONDUIT

SEAL, Typ

(E) ASPHALT

�" PVC COATED RSC.

REMOVE CONDUCTORS

RSC CONDUIT AND CONDUCTORS

TO DIESEL DISPENSER A-E

-REMOVE

FINISH GRADE

TO EMERGENCY SHUT OFF

SWITCH, FOR CONTINUATION,

SEE SHEET EE1-3

�"C, INSTALL

4#12, 1#12G

A

B

C

D

E

F

TO GUTTER. FOR CONTINUATION,

SEE PLAN THIS SHEET

18

"

18

"

EMERGENCY

SHUT-OFF SWITCH

EXPLOSIONPROOF CAST

IRON JUNCTION BOX WITH

EXTERNAL HUBS. SIZE

AS REQUIRED

�" RSC, 4#12, 1#12G

56M5701

(E) FUEL TANKS

FUEL TANK A-E (E) FUEL TANK A-E

�" RSC, 2#12, 1#12G

TO EXISTING DIESEL

DISPENSER A-E. REWIRE

DISPENCER.

(6) L1-1x204

9/28/12 12/14/12

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

RE

GS


E N GN

EE

R



STATE OF

ee1_4.dg

12

-M

A0

7:4

8

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE

DATE


WASTEWATER DESIGN

AND



X

ELEC

UNIT


LOCATION

CODE




3596

08120002071




Jipinderpal Kaur

Jipinderpal Kaur

Jaswinder Gill

Jaswinder Gill

Jaswinder Gill

J. S. GILL

18551

12-31-12

12-14-12

EA 0R9001

08 Riv,SBd5701,

573133 40

3-11-13

CONSTRUCTION

STRUT(E) CONSTRUCTION

STRUT

NOTES:

Install photocell 12" on top of the canopy facing north.

Provide conduit flashing as required.

Secure conduit to canopy column with stainless steel

pipe straps.

Modify existing conduit system. For details see

Elevation this sheet.

For Lighting Fixture Schedule and Schematic, see sheet

EE1-6. Support light fixtures from the structural beams.

See Structural plans for exact location of beams.

Install conduit in the attic space.

Provide weatherproof conduit penetration thru the wall.

BLYTHE

MAINTENANCE STATION

EXISTING

JB

6/22/12

EE1-5

7/20/12

NO SCALE

REMOVE

CONDUCTORS

CONDUIT AND CONDUCTORS

TO REMAIN

18"

TO PANEL A.

FOR CONTINUATION,

SEE SHEET EE1-3

REMOVE JUNCTION BOXES,

ON/OFF SWITCHES AND

UNUSED CONDUCTORS

STANDBY POWER

RECEPTACLE-TO

REMAIN

REMOVE CONDUIT

AND CONDUCTORS

DIESEL

DISPENSER

A-E AND A-F

ON/OFF

SWITCHES

18"

FINISH GRADE

SPLICE NEW TO EXISTING

CONDUCTORS AS REQUIRED,

SEE SHEET EE1-6 FOR WIRING

�" RSC, 4#12, 1#12G

A

A

FINISH GRADE

�" RSC, 4#12, 1#12 TO PANEL C.

FOR CONTINUATION, SEE SHEET

EE1-3

A

ELEVATIONA

MODIFIED

EMERGENCY

SHUT-OFF

SWITCH

EMERGENCY SHUT-OFF

SWITCH-REMOVE

EMERGENCY

SHUT-OFF

SWITCH

30 A, 4-POLE

EMERGENCY SHUT-OFF SWITCH

NEMA 3R ENCLOSURE

TRANSFER SWITCH

TO REMAIN

�" NIPPLE. REMOVE

CONDUCTORS.

(E) �" RSC,

INSTALL 4#12, 1#12G

(E) CONDUIT SEAL, Typ

SEAL AFTER CONDUCTOR

INSTALLATION

(E) �" RSC,

2#12, 1#12G

CORRUGATED

METAL WALL

(E) CORRUGATED

METAL WALL

�" RSC, 3#12, 1#12G

56M5701

(E) �" NIPPLE. INSTALL

2#12, 1#12G

CONDUIT SEAL, Typ.

REMOVE SEALANT

NOTE:

Terminate existing conduits on to new gutter

using conduit fittings as required.

(E) TRANSFER

SWITCH. REWIRE.

(E) �" PVC COATED RSC,

2#12, 1#12G. TO (E) DIESEL

DISPENSER A-F. FOR

CONTINUATION, SEE SHEET EE1-4

(E) �" PVC COATED RSC,

INSTALL 4#12, 1#12G. TO

EXPLOSIONPROOF JUNCTION

BOX AT FUEL TANKS. FOR

CONTINUATION, SEE SHEET

EE1-4

RELOCATED SIGN.

SECURE SIGN TO WALL

(E) STANDBY POWER

RECEPTACLE. REWIRE

TO DIESEL DISPENSER A-F.

FOR CONTINUATION, SEE SHEET EE1-4

TO DIESEL DISPENSER A-E.

FOR CONTINUATION, SEE SHEET EE1-4

REMOVE EXPOSED CONDUIT

AND CONDUCTORS. ABANDON

UNDERGROUND CONDUIT

SIGN-RELOCATE

1.

DETAILS 1

GENERAL NOTE:

For Modified Wiring, see sheet EE1-6.

GUTTER, 6"x6"x12", NEMA 3R

9/28/12 12/14/12

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

No.

Exp.

RE

GS


E N GN

EE

R



STATE OF

ee1_5.dg

12

-M

A10:22

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE

DATE


WASTEWATER DESIGN

AND



X

ELEC

UNIT





3596

08120002071




Jipinderpal Kaur

Jipinderpal Kaur

Jaswinder Gill

Jaswinder Gill

Jaswinder Gill

J. S. GILL

18551

12-31-12

12-14-12

EA 0R9001

CONSTRUCTION STRUT

TO REMAIN

(E) CONSTRUCTION STRUT

CONSTRUCTION STRUT

3-11-13

34 40

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

POST MILESLOCATION

CODE

5701,

5731Riv,SBd08

BLYTHE

MAINTENANCE STATION

6/22/12

EE1-6

7/20/12

MAX. INPUT

WATTS

LED ARRAY 120 V

INTEGRAL

MOTION SENSOR/

/FUSE.SEE

NOTE A.

REMOTE

PHOTOCELL.

A

204 WBETA LED THE EDGE SERIES,

OR EQUAL

MANUFACTURER TYPE LAMP VOLTS CONTROLS DESCRIPTION

1.

2.

}

LO

AD

NLIN

E

S14

N14

LIGHTING CONTROL SCHEMATICHN

G

N

N N14

N18

CB14

CB18

TO EXISTING

DIESEL

DISPENSER

A-E

TO EXISTING

DIESEL

DISPENSER

A-F

H

H

H14

H18

S14

S18

SN14

SN18

WIRING DIAGRAM

EMERGENCY

SHUT OFF

SWITCH

PARTIAL

EXISTING

PANEL C

LIGHTING FIXTURE SCHEDULE

GENERAL NOTES:

All fixtures shall be warranted for minimum of

5 years.

For California Energy Commission Mandatory

measures, see sheet EE1-1.

T18

EXISTING

TRANSFER

SWITCH

EXISTING

STANDBY POWER

RECEPTACLE

TO FUEL PUMP CANOPY

INTERIOR LIGHTS

WITH INTEGRAL

MOTION SENSORS

6"x6"x12" NEMA 3R GUTTER

GH18

TO FUEL

PUMP CANOPY

LIGHTS

SPLICE NEW

CONDUCTORS

TO EXISITNG

PHOTOELECTRIC UNIT

56M5701

SPLICE

NEUTRAL

B

B

DETAILS 2

N

E

L1

9/28/12 12/14/12

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

TOTALSHEET

N0. SHEETS

No.

Exp.

RE

GS


E N GN

EE

R



STATE OF

ee1_6.dg

12

-M

A10:22

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE

DATE


WASTEWATER DESIGN

AND



X

ELEC

UNIT





3596

08120002071




Jipinderpal Kaur

Jipinderpal Kaur

Jaswinder Gill

Jaswinder Gill

Jaswinder Gill

J. S. GILL

18551

12-31-12

12-14-12

EA 0R9001

35 40

3-11-13

NOTE:

Integral motion sensors shall be a factory installed motion sensor

on the fixture housing and uses passive infrared technology

to detect motions. Motion sensor coverage shall be equal or greater

than 2 mounting height diameter coverage with a 360 degree circular

pattern. Motion sensor shall dim the fixture light output by 50% when

there is no motion detected.

30 A, 4-pole Emergency Shut-off Switch NEMA 3R Enclosure.

SURFACE MOUNTED OUTDOOR LED LUMINAIRE, 204 WATT LED ARRAY, TYPE FIVE MEDIUM

DISTRIBUTION, FULL CUTOFF LUMINAIRE, 16,000 MINIMUM DELIVERED LUMENS AT 5700

DEGREE KELVIN AND WITH CRI OF AT LEAST 70. THE FIXTURE MUST BE CONSTRUCTED

FROM ONE PIECE DIE-CAST, RUGGED ALUMINUM WITH INTEGRAL, WEATHER TIGHT LED

ENGINE DRIVER COMPARTMENTS AND HIGH PERFORMANCE ALUMINUM HEAT SINKS WITH

INTEGRATED LENS. ALL EXPOSED DIE-CAST SURFACE MUST HAVE A EPOXY PRIMER TO

PROVIDE RESISTANCE TO CORROSION AND WHITE POWDER TOPCOAT. LED ENGINE DRIVER

MUST BE UL LISTED, 120 V, 50,000 HOUR DESIGN LIFE, 0-10 V DIMMING, 0.9 MINIMUM

POWER FACTOR, 5-YEAR WARRANTY, COMPLETE WITH INTERNAL THERMAL PROTECTION AND

OVERLOAD PROTECTION. FIXTURES MUST BE UL LISTED FOR WET LOCATION AND IP66

RATED. FIXTURES MUST BE PROVIDED WITH BIRD GUARD OR BIRD SHROUD.

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

POST MILESLOCATION

CODE

5701,

5731Riv,SBd08

X X

Project Address:

General Information


New Construction Addition Alteration

Documentation Author’s Declaration Statement

I Certify that this Certificate of Compliance documentation is accurate and complete.

Project Name: Date:

Name: Signature:

Company: Date:

Address:

Principal Lighting Designer’s Declaration Statement

Name: Signature:

Company: Phone:

License #

Date:

City/State/Zip:

City/State/Zip:

Address:

OLTG-2C

If applicable:

CEA #

CEPE #

Phone:


Total Hardscape Illuminated Area:

Phase of Construction:

Principal Lighting Designer’s Declaration

OLTG-2C(Page 1 of 3) Lighting Wattage Allowances for General Hardscape, Sales Frontage,

or Ornamental Lighting. Optional on plans.

OLTG-2C

OLTG-1C Certificate of Compliance. All 4 pages required on plans for all submittal.

(Page 2 of 3) Lighting Wattage Allowances for Per Application or Per Area. Optional on plans.

LIGHTING COMPLIANCE FORMS & WORKSHEETS (check box if worksheet is included)

Outdoor Lighting Mandatory Measures

I Certify that this Certificate of Compliance documentation is accurate and complete, and accounts

for all outdoor lighting power, including building mounted, pole mounted, as well as all other outdoor

lighting designed for the site, and that Additional Lighting Power Allowances for Specific Applications

or Additional Lighting Power Allowances for Ordinance Requirements have not been counted more than one

time for the same area, in Accordance with Section 147 of the Standards.

(Page 3 of 3) Additional Lighting Power Allowance for Ordinance Requirements. Optional on plans.

Indicate location on building plans of Mandatory Measures Note Block:

I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the lighting

design.

This Certificate of Compliance identifies the lighting features and performance specification required for compliance with

Title 24, Pages 1 and 6 of the California Code of Regulations.

The design features represented on this Certificate of Compliance are consistent with the information provided to document

this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the

enforcement agency for approval with this building permit application.

For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the

Nonresidential Manual published by the California Energy Commission.

Field Inspection


Field Inspection

Field Inspection

Date:Project Name:

Installed Watts

B C D E HGFA I

EXEMPT LUMINAIRES

Description of exempt luminaires in accordance with S 147

MANDATORY CONTROLS

Name or Symbol


Field Inspection


SPECIAL FEATURES INSPECTION CHECKLIST (See Page 2 of 4 of OLTG-1C)

Field Inspector Notes or Discrepancies:


Luminaire Schedule

Name

Or

Item

Tag Default

fro

m

NA

-8

Installed W

atts

(D

x G

)

Num

ber o

f

Lu

min

air

es

Cutoff

Designation

Watts p

er

Lum

inair

e

Sp

ecial

Features

Pass

Fail

How wattage was

determined

Field

Inspector


Enter total into OLTG-1C; Page 4 of 4; Row H; Total Installed Watts:

INSTALLATION CERTIFICATE, OLTG-1-INST (Retain a copy and verify form is completed and signed.)

CERTIFICATE OF ACCEPTANCE, OLTG-2A (Retain a copy and verify form is completed and signed.)

Luminaire Description

See footnote below

(i.e, lamp pole-top shoe-box 400 watt metal halide)

1. Type of luminaire (i.e.: post top, wall pack, surface, shoe box); for non-incandescent luminaires, indicate nominal lamp

wattage and lamp type (i.e.: fluorescent incandescent, HID); ballast type (i.e.: electronic or magnetic); number of lamps

and number of ballast per luminaire. For incandescent luminaires the luminaire wattage listed in column D shall be the maximum

relamping rated wattage on a permanent factory-installed label on the luminaire. NOT the wattage of the lamp (bulb) used,

in accordance with Section 130 (d or e).

2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans

if necessary.

The local enforcement agency should pay special attention to the items specified in this checklist. These Items require special

written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the

justification, and may reject a building or design that otherwise complies base on the adequacy of the special justification and

documentation submitted.

2

Accordin

g

to

S 1

30

(d or e)

1

July 2010 July 2010

6/22/12 7/20/12

Caltrans

1801 30th Street


Caltrans

1801 30th Street


204

1 FUEL PUMP CANOPY

FCSURFACE,INTEGRATED MOTION SENSOR, LED

PHOTOCELL, MOTION

SENSOR

50% OF LAOD SHEDDING IS ACHEIVED FOR ALL THE FUEL PUMP CANOPY LIGHTS BY DIMMING THE LIGHTS TO

50% CAPACITY IF NO MOTION IS DETECTED USING THE INTEGRATED MOTION SENSOR ON EACH FIXTURE.

CALIFORNIA ENERGY COMMISSION MANDATORY

MEASURES:

FUEL PUMP CANOPY LIGHTS

1. PHOTOCELL SWITCHING LIGHTS ON/OFF

BASED ON DAYLIGHTING.

2. ALL LUMINARIES SHALL HAVE

FULL CUT-OFF TYPE LIGHT DISTRIBUTION.

3. FIXTURE INTEGRATED MOTION SENSOR

SHALL DIMM THE LIGHT OUTPUT BY 50%

OF MAXIMUM OUTPUT WHEN THERE IS NO

MOTION DETECTED.

EE2-1VIDAL

MAINTENANCE STATION

54M5731


FUEL PUMP CANOPY7/20/2012

1204

SQUARE FEET

JUNCTION STATE ROUTE 62/ STATE ROUTE 95

7/20/2012

EE2-1

GENERAL NOTE:

Form OLTG-1-C, Parts 1 of 4 and 2 of 4 are shown on this sheet.

Form OLTG-1-C, Parts 3 of 4 and 4 of 4 are shown on sheet EE2-2.

Other checked forms are available upon request.

4 816

816

7/20/2012

Jaswinder Gill

Jaswinder Gill

18551

(916) 227-9492

(916) 227-9492

12-31-12


L1

9/28/12 12/14/12

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

TOTALSHEET

N0. SHEETS

No.

Exp.

RE

GS


E N GN

EE

R



STATE OF

ee2_1.dg

12

-M

A10:22

POST MILE

0 1 2 3


FOR REDUCED PLANS

PLANS APPROVAL DATE

DATE


WASTEWATER DESIGN

AND



X

ELEC

UNIT





3596

08120002071



Jipinderpal Kaur

Jipinderpal Kaur

Jaswinder Gill

Jaswinder Gill

Jaswinder Gill

J. S. GILL

18551

12-31-12

12-14-12

EA 0R9001

36 40

3-11-13

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

POST MILESLOCATION

CODE

5701,

5731Riv,SBd08


Project Name: Date:


OUTDOOR LIGHTING ZONE: OLZ 1 OLZ 2 OLZ 3 OLZ 4

Is the Outdoor Lighting Zone: Default in accordance with S 10-114, or Amended by JHA

Are additional lighting power allowances for ordinance in Table 147-C used? Yes No

Complete the information below if the additional lighting power allowances for ordinance requirements are used:

Required Acceptance Tests

Certificate of Acceptance

OLTG-2ALuminaires Controlled

Equipment Requiring Testing Description Num

ber

of lik

e

Co

ntro

ls

Location

Outdoor

Lighting

Acceptance

Tests

B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS

C. ACCEPTANCE FORMS

A. OUTDOOR LIGHTING ZONE

Designer:

Enforcement Agency:

Complete the information below if the default Outdoor Lighting Zone has been amended by the local

jurisdiction having authority

(JHA):

The local jurisdiction having authority has officially adopted specific outdoor light levels, which are expressed as

average or minimum footcandle levels, by following a public process that allowed for formal public notification, review,

and comment about the proposed changed.

The local jurisdiction having authority which adopted specific outdoor light levels and has notified the Commission by

providing the following materials required S 10-114(f) to the Executive Director.

The site is a government designated park, recreation area, wildlife preserve, or portion thereof, and has been designated

as LZ2 or LZ3, in accordance with Table 10-114-A, because the site is contained within such a zone.

The local jurisdiction having authority has officially adopted a change to the State Default Lighting Zone and has

notified the Energy Commission by providing the materials required in S 10-114(d) to the Executive Director.

The adopted change is posted on the Energy Commission website.

1

1. Insert: for Outdoor Motion Sensor; for Outdoor Lighting Shutoff Controls; for Outdoor Photocontrol; for

Astronomical Time Switch; and, for Standard (non-astronomical) Time Switch acceptance.

OMS OLSC

OP ATS

STS


Date:Project Name:


Lighting Wattage

Power Allowance

Yes No

ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER


A

B

C

D

E

F

G

H

Lighting power allowance for general hardscape


Specific application wattage allowance for ornamental lighting


Specific application wattage allowance per application


Specific application lighting wattage allowance per area


Additional lighting power allowance for ordinance requirements


Specific application lighting wattage allowance per unit length


Total Allowed Wattage = Sum of rows A through F:

Total installed Watts (from Luminaire Schedule,

(from OLTG-1C (Page 2 of 4)

This form is to be used by the designer and attached to the plans. Listed below is the acceptance tests for the Lighting

system, OLTG-2A. The designer is required to check the acceptance tests and list all control devices serving the building or

space shall be certified as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control of

a certain type requires a tests, list the different lighting and the number of systems. The NA7 Section in the Appendix of the

Nonresidential Reference Appendices Manual describes the test. Since this form will be a part of the plans, completion of this

section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of

Luminaire controlled.

Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting

system with controls is installed in the building or space shall be certified as meeting the Acceptance Requirements.

The OLTG-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are

checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency

that certifies plans, specifications, installation certificates, and operating and maintenance information meet the

requirements of S 10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms

before the building can receive final occupancy. A copy of the OLTG-2A for each different lighting luminaire control(s) must

be provided to the owner of the building for their records.

NOTES:

Provided that the lighting wattage power allowance listed in rows A through F

are identical to the lighting wattage power allowance taken from OLTG-2C

pages 1 through 3, complies if installed Wattage in row H is less than or

equal to the Total Installed Wattage in row G

July 2010July 2010

6/22/12 X X7/20/12

7/20/2012

7/20/2012

MOTION SENSOR

PHOTOCELL

INTEGRAL TO

EACH FIXTURE

REMOTE PHOTOCELL 1

FUEL PUMP CANOPY

FUEL PUMP CANOPY

OMS

OP


FUEL PUMP CANOPYVIDAL MAINTENANCE STATION

FUEL PUMP CANOPY

4

1,210

1,210

VIDAL

MAINTENANCE STATION

54M5731EE2-2


9/28/12

816

12/14/12

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

RE

GS


E N GN

EE

R



STATE OF

ee2_2.dg

12

-M

A0

8:1

3

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE

DATE


WASTEWATER DESIGN

AND



X

ELEC

UNIT


LOCATION

CODE




3596

08120002071



Jipinderpal Kaur

Jipinderpal Kaur

Jaswinder Gill

Jaswinder Gill

Jaswinder Gill

J. S. GILL

18551

12-31-12

12-14-12

EA 0R9001

08 Riv,SBd5701,

573137 40

3-11-13

SITE PLAN

6/22/12

SITE PLAN

COVERED MATERIAL BIN

VIDAL

MAINTENANCE STATION

54M5731

E

E

E

E

E

(E) EMULSION TANK(E) EMULSION TANK

(E) AC PAVING

(E) TRASH BIN

(E) WELL HEAD

(E) AC PAVING



(E

) E

NT

RA

NC

E

(E) SUPERVISOR’S OFFICE

1" = 20’

EE2-3

7/20/12

(E) FUEL ISLAND

JUNCTION BOX

(E) CONDUIT SEAL, Typ

A

EE2-5

(E) WASHRACK

EQUIPMENT BUILDING

(E) WATER TREATMENT

BUILDING

(E) WASHRACK

WITH CANOPY

(E) CLARIFIER TANK

CANOPY

(E) �" C, 6#12, 1#12G

(E) AC PAVING

(E) CANOPY COLUMN

FOOTING TYPICAL

(E) PANEL P AND

FUEL ISLAND

RELAY PANEL

9/28/12 12/14/12

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

RE

GS


E N GN

EE

R



STATE OF

ee2_3.dg

12

-M

A0

8:1

3

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE

DATE


WASTEWATER DESIGN

AND



X

ELEC

UNIT


LOCATION

CODE




3596

08120002071




Jipinderpal Kaur

Jipinderpal Kaur

Jaswinder Gill

Jaswinder Gill

Jaswinder Gill

J. S. GILL

18551

12-31-12

12-14-12

EA 0R9001

08 Riv,SBd5701,

573138 40

3-11-13

GENERAL NOTES:

Existing underground electrical conduits and conductors

system and electrical equipment as shown are diagrammatic

and their location as shown is approximate only. Therefore,

field verify exact location of existing underground facilities

prior to the beginning of trenching or removal work, if required.

Not all underground utilities are shown.

1.

2.

(E

) E

QU

IP

ME

NT

Bld

g

X X

POWER AND LIGHTING PLANVIDAL

MAINTENANCE STATION

EE

J

S

S

A

B

EE

E

B

ENLARGED PLAN

NO SCALE

C

54M5731

PLAN

�" = 1’-0"

EE2-4

A

B

C

SEE "ENLARGED PLAN" THIS SHEET

18"

FINISH GRADE

D

CANOPY

PEU

ELEVATIONA

D

D

�" RSC, 2#12,

1#12G

A

EE2-5

A

-

Existing �"C. Remove 2#12, 1#12G up to the existing Fuel

Island junction box. Install 2#12, 1#12G for new canopy lights.

(E) CONDUIT SEAL.

SEAL CONDUIT SEAL

AFTER CONDUCTORS

INSTALLATION

TO (E) PANEL P AND

RELAY PANEL AT

EQUIPMENT BUILDING

CONCRETE

ENCLOSURE AND

EXISTING FOOTING, SEE

STRUCTURAL PLANS FOR

DETAILS

SEE PLAN VIEW

FOR CONTINUATION

FOR CONTINUTION

SEE PLAN VIEW

(E) �" C, 6#12, 1#12G.

SEE SHEET EE2-3

FOR CONTINUATION

(E) FUEL ISLAND

JUNCTION BOX.

SPLICE NEW

CONDUCTORS TO

EXISTING AS

REQUIRED

(E) CONDUIT SEAL.

SEAL CONDUIT SEAL

AFTER CONDUCTORS

INSTALLATION

NOTES:

Install photocell 12" on top of canopy facing north.

Provide conduit flashing as required.

Existing �" conduit riser. Connect new to existing

conduit riser and extend to ceiling to feed canopy

lights. See sheet EE2-5 for details.

For lighting fixture schedule and schematic, see

sheet EE1-6. Support fixtures from the structural

beams. See Structural plans for exact beam locations.

CONCRETE ENCLOSURE

AND EXISTING CANOPY

FOOTING, Typ

(E) �"C, 2#12,1#12G

TO (E) FUEL DISPENSER

(E) �"C, 6#12,

1#12G

(E) �"C, SPARE

(E) RSC CONDUIT AND

CONDUCTORS TO EXISTING

FUEL DISPENSER

(E) FUEL ISLAND

JUNCTION BOX. SPLICE

NEW TO EXISTING

CONDUCTORS AS

REQUIRED

(E) �"C TO (E) CONCRETE

FOOTING. SEE PLAN VIEW

FOR DETAILS

(E) FUEL TANK

(4) L1-1x204

S

S

�" RSC, 2#12,

1#12G

S

S

9/28/127/20/126/22/12 12/14/12

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

RE

GS


E N GN

EE

R



STATE OF

ee2_4.dg

12

-M

A0

8:1

3

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE

DATE


WASTEWATER DESIGN

AND



X

ELEC

UNIT


LOCATION

CODE




3596

08120002071




Jipinderpal Kaur

Jipinderpal Kaur

Jaswinder Gill

Jaswinder Gill

Jaswinder Gill

J. S. GILL

18551

12-31-12

12-14-12

EA 0R9001

08 Riv,SBd5701,

573139 40

3-11-13

(E) FUEL TANK

E

EE2-5

..

.

.

..

.

.

.

.

..

.

. .

..

.

.

.. . .

. .

.

..

.

ELEVATION

NO SCALEB

VIDAL

MAINTENANCE STATION

54M5731

HSS COLUMNINSTALL CONDUIT SEAL

CONNECT NEW �" RSC TO EXISTING

CONDUIT AND EXTEND TO

CEILING TO FEED CANOPY LIGHTS

(E) �" RSC CONDUIT RISER.

PROTECT CONDUIT DURING

CONSTRUCTION

CONCRETE

ENCLOSURE

8-#5 VERTICAL

EQUAL SPACES

4-#4 TIES

EQUAL SPACESs

FOR CONTINUATION

SEE SHEET EE2-4(E) ANCHOR BOLTS

WITH 3" HOOKS, Tot 4

DETAILS

18

"

9/28/126/22/12 7/20/12 12/14/12

Reviewed by:


APPROVED

Approval date:







FRANCIS SOLICH

12-11-12




BRIDGE NO.DESIGN

DETAILS

QUANTITIES

BY

BY

BY CHECKED

CHECKED

CHECKEDSHEET

DIST. COUNTYTOTAL

TOTAL PROJECT

SHEET

N0. SHEETS

No.

Exp.

RE

GS


E N GN

EE

R



STATE OF

ee2_5.dg

12

-M

A0

8:1

3

POST MILE

0 1 2 3


FOR REDUCED PLANS

POST MILES

PLANS APPROVAL DATE

DATE


WASTEWATER DESIGN

AND



X

ELEC

UNIT


LOCATION

CODE




3596

08120002071




Jipinderpal Kaur

Jipinderpal Kaur

Jaswinder Gill

Jaswinder Gill

Jaswinder Gill

J. S. GILL

18551

12-31-12

12-14-12

EA 0R9001

08 Riv,SBd5701,

573140 40

3-11-13

(E) Conc SLAB

(E) Conc FOOTING

a r i z o n a c route 78 · pdf filex design engineer last revision state ... state of...

Documents