P1...PROJECT DESCRIPTION-2 SHEET INDEX-PROJECT DATA PARCEL NO. 083-07-003 EXISTING 2 ACRE SITE...

DEMOLISH EXISTING WOODENSTRUCTURE, 789 S.F.

RELOCATE STORAGE CONTAINER

EXISTING OFFICE BUILDING,FLOOR AREA 3,294 S.F.ROOF AREA 3,364 S.F.

EXISTING SHOP BUILDING,FLOOR AREA 2,083 S.F.

ROOF AREA 3,283 S.F.

REMOVE EXISTING PARKING

AREA OF ADDITION, AREA 2,500 S.F.

AREA OFACCESSIBILITYUPGRADES

0 5 10 20 50 100

COVER SHEET

1VICNITY MAPNTS

4AERIAL VIEWNTS

4PROJECT DESCRIPTION-

2SHEET INDEX-

PROJECT DATAPARCEL NO. 083-07-003

EXISTING 2 ACRE SITEEXISTING BUILDING FLOOR AREA 5,957 S.F.

PROJECT USEUNITED RENTAL, EQUIPMENT RENTAL FACILITYGENERAL PLAN/ZONING: MFGZONING DISTRICT: M2

PROJECT SCOPE· REMOVE EXISTING 752 S.F. ABANDONED WOOD STRUCTURE· EXISTING FENCING AND GATES TO REMAIN· CONSTRUCT NEW 2,500 S.F. ADDITION TO METAL SERVICE BUILDING· RECONFIGURE PARKING AND ASSOCIATED PAVING AND DRAINAGE· ADD RAMP DRIVE AISLE TO ADJACENT PARCEL· ADD SITE LIGHTING

P1 COVER SHEETP2 SITE PLANP3 FLOOR PLANP4 EXTERIOR ELEVATIONS

C1.0 TOPGRAPHIC SURVEYC2.0 PRELIMINARY GRADING AND DRAINAGE PLANC3.0 PRELIMINARY UTILITY PLANC4.0 PRELIMINARY ERISION CONTROL PLAN

E1 SITE LIGHTING PLANE2 SITE PHOTOMETRIC PLAN

2423 Edwards StreetBerkeley, CA 94702T: 510.655.1922

OWNER

REVISIONS

CONSULTANT

SEAL

TITLE

SHEETISSUED

SUBMITTAL

JOB NO.

COPYRIGHT © PSM ARCHITECTS, 2020

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261 BOTHELO AVENUEMILPITAS, CA 95035

-

197205

DEMOLITION PLAN1/64" = 1' - 0"

1 REVISION 1 3/4/2020

1

2

2 REVISION 1 5/18/2020

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UNITED RENTALS 33008 CALLE PERFECTO SAN JUAN CAPISTRANO CA 92675

5

5

5

8

23'-8

"

19'-0"TYP.

EXISTINGSHOPS BLDG.

NEWSHOPS BLDG.

EXISTINGMAIN BLDG.

EXISTINGSHED

EXISTINGLANDSCAPINGTO REMAIN

RELOCATED STORAGE CONTAINER

9'-0

"TY

P.

12'-0" 5'-0"

PROJECT DATADOCUMENT NO.: 22410088ZONING: M2 (HEAVY INDUSTRIAL)SITE AREA: 2.0 ACRES (87,017 S.F.)EXISTING BUILDINGSTO REMAIN FLOOR AREA: 5,376 S.F.DEMO BUILDING AREA: 789 S.F.NEW BUILDING AREA: 2,500 S.F.SITE COVERAGE (F.A.R.): 9.5%(E) & (N) SHOPS BUILDING: TO BE FIRE SPRINKLERED

PARKING REQUIRED CALCULATIONOFFICE (MAIN BUILDING) 3293 / 350 = 9.4EXISTING WAREHOUSE (SHOP) 2021 / 1,500 = 1.3NEW WAREHOUSE (SHOP) 2500 / 1,500 = 1.7TOTAL SPACE REQUIRED 13.0

PARKING PROVIDED ANALYSISUNIVERSAL PARKING: 22VAN ACCESSIBLE PARKING: 1TOTAL SPACE PROVIDED: 24

9'-0"9'-0"TYP.

20'-0

"

EXISTINGSHED

PRESTON FAMILY TRUSTDOC. (22410088)

TRACT FIVEDOC. (22648828)

50'-0"

50'-1

"

EXISTINGLANDSCAPINGTO REMAIN

EXISTINGFENCE TOREMAIN

EXISTINGGATE TOREMAIN

EXISTINGGATE TOREMAIN


EXISTINGFENCE TO

REMAIN


17'-4

"

119'-4"

0 5 10 20 50 100

ARCHITECTURALSITE PLAN

1 ARCHITECTURAL SITE PLAN1/16" = 1' - 0"


OWNER

REVISIONS

CONSULTANT

SEAL

TITLE

SHEETISSUED

SUBMITTAL

JOB NO.


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1 REVISION 1 3/4/2020

2 REVISION 1 5/18/2020

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NOPARKING

NOPARKING

50'-0"

50'-0

"

17'-10"

29'-5

"

12'-0" 5'-0"

20'-0

"

5'-0

"

3'-0"

NEW RAMP, 4% SLOPE MAX,SEE CIVIL DRAWINGS

EXISTING SHOPBUILDING, NO CHANGES

EXISTING OFFICEBUILDING, INTERIOR

AND SITEACCESSIBILITY

UPGRADES ONLY

NEW PRE-ENGINEEREDSTEEL STRUCTURE, SEE

STRUCT. DRAWINGS

0 1 2 5 10

NOPARKING

NOPARKING

EXISTING SHOPSBUILDING

NEW METALSHOPS BUILDING

EXISTING OFFICEBUILDING

0 1 2 5 10


OWNER

REVISIONS

CONSULTANT

SEAL

TITLE

SHEETISSUED

SUBMITTAL

JOB NO.


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FLOOR PLANS& ROOF PLANS

1 NEW SHOP BUILDING FLOOR PLAN1/8" = 1' - 0"

2 ROOF PLANS1/8" = 1' - 0"

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± 0' - 0"GRADE

± 22' - 0"T.O. ROOF

50'-3"

16'-0" 16'-0"3'-0"

6'-8

"

FIELD & TRIMPAINTCOLORS TOMATCH (E)ADJACENTBUILDING

± 0' - 0"GRADE

± 22' - 0"T.O. ROOF

50'-3"

3'-0"

6'-8

"


± 0' - 0"GRADE

± 22' - 0"T.O. ROOF

50'-3"



OWNER

REVISIONS

CONSULTANT

SEAL

TITLE

SHEETISSUED

SUBMITTAL

JOB NO.


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19720

ELEVATIONS &PHOTOS

5 NEW SHOP EAST ELEVATION1/8" = 1' - 0"

1 OVERALL ROOF PLAN1/8" = 1' - 0"

2 NEW SHOP SOUTH ELEVATION1/8" = 1' - 0" 1 EXISTING OFFICE BUILDING SOUTH VIEW

-3 EXISTING SHOP WEST VIEW-

4 NEW SHOP NORTH ELEVATION1/8" = 1' - 0"

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PRESTON FAMILY TRUST DOC. (22410088)

SIN

NO

T LN

.

BOTHELO AVE.

(25' WIDE PUBLIC R/W)

TRACT FIVE(DOC 000022648828)

N

O

R

T

H

ABBREVIATIONSLEGEND

NOTES

C1.0

TO

PO

GRAPH

IC SU

RVEY

3350 Scott Boulevard, Building 22

Santa Clara, California 95054

Phone: (408) 727-6665

ww

w.kierw

right.com

OF 1 SHEETS

SHEET

MILPITAS,

AUGUST, 2019DATE

SCALE

SURVEYOR

JOB NO. A19078

RAS II

OF

FO

R

261 BO

TH

ELO

AVEN

UE

SLE CO

NSTRU

CTIO

N IN

C

CALIFO

RN

IA

DRAWN BY JMD

1"=20'

NO

.REVISIO

NN

O.

BY

REVISIO

NBY

1

UTILITY IN

FO

RM

ATIO

N AD

DED

03/02/2020

MA

2

AD

D R/W

&

U

TILITY ESM

T 05/15/2020

RSII

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20.0' RW DED & PSU ESMT (13108745 OR)

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WM

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WM

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NO PARKING

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20.0' RW DED & PSU ESMT (13108745 OR)

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T

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WB

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14"TR

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14"TR

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10"TR

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12"TR

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15"TR

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EB

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NO PARKING

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1.3' Retaining Wall

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1.3' Retaining Wall

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21.0

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20

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20

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21.0

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19.0

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19.0

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19.0

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19.0

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Scale 1" = 20'

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10

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20

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40

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60

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W

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100.00

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OH

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BACKFLOW PREVENTION DEVICE

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FIRE DEPARTMENT CONNECTION

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UTILITY BOX

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ELECTROLIER

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FIRE HYDRANT

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TRAFFIC SIGN

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POWER POLE/JOINT POLE

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TREE

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SIDEWALK

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OVERHEAD POWER LINE

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PROPERTY LINE

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SPOT ELEVATION

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WATER LINE & VALVE

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FO

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E

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100

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CONCRETE/BLOCK/RETAINING WALL

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CONCRETE CURB & GUTTER

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CONTOUR LINE

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FIBER OPTICS LINE

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ELECTRIC LINE

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EDGE OF PAVEMENT

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CENTERLINE

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CONCRETE CURB

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BUILDING LINE

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12"TR

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TRANSFORMER

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WATER VALVE

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+

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BOLLARD

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1. THIS IS NOT A BOUNDARY SURVEY. NO LIABILITY IS ASSUMED, BY KIER & WRIGHT, FOR THE EXISTENCE OF THIS IS NOT A BOUNDARY SURVEY. NO LIABILITY IS ASSUMED, BY KIER & WRIGHT, FOR THE EXISTENCE OF ANY EASEMENTS, ENCUMBRANCES, DISCREPANCIES IN BOUNDARY, OR TITLE DEFECTS NOT MENTIONED IN SAID DOCUMENTS AND THEREFORE NOT SHOWN ON THIS DRAWING. PROPERTY LINE PLOT ONLY. 2. ALL DISTANCES AND ELEVATIONS SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF. ALL DISTANCES AND ELEVATIONS SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF. 3. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS TOPOGRAPHIC SURVEY WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. (A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES). HOWEVER, THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. 4. PHYSICAL ITEMS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE ITEMS VISIBLE AS OF THE DATE OF THIS PHYSICAL ITEMS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE ITEMS VISIBLE AS OF THE DATE OF THIS SURVEY. SUBSURFACE STRUCTURES, IF ANY, ARE NOT SHOWN. SAID SUBSURFACE OBJECTS MAY INCLUDE, BUT ARE NOT LIMITED TO, CONCRETE FOOTINGS, SLABS, SHORING, STRUCTURAL PILES, UTILITY VAULTS, PIPING, UNDERGROUND TANKS, AND ANY OTHER SUBSURFACE STRUCTURES NOT REVEALED BY A SURFACE INSPECTION. 5. THE SUBJECT PROPERTY IS SHOWN ON THE SUBJECT PROPERTY IS SHOWN ON THE FEDERAL EMERGENCY THE SUBJECT PROPERTY IS SHOWN ON THE SUBJECT PROPERTY IS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR SANTA CLARA COUNTY, CALIFORNIA, MAP NUMBER 06085C0067J FOR COMMUNITY NUMBER 060344 (CITY OF MILPITAS), WITH AN EFFECTIVE DATE OF FEBRUARY 19, 2014 AS BEING LOCATED IN FLOOD ZONE "X (SHADED)". ACCORDING TO FEMA THE DEFINITION OF ZONE "X (SHADED)" IS: AREAS OF 0.2% ANNUAL CHANCE OF FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. FEMA BASE FLOOD ELEVATIONS ARE BASED ON NAVD 1988 DATUM. FLOOD INFORMATION WAS OBTAINED THROUGH THE CITY OF MILPITAS, DEPARTMENT OF PUBLIC WORKS ON 08/05/2019. 6. BENCHMARK: BENCHMARK: CITY OF MILPITAS BENCHMARK POINT NAME: ABE-SER DATUM: NAVD88 BM ELEVATION: 17.759 FT DATUM: NAVD88 BM ELEVATION: 17.759 FT BM ELEVATION: 17.759 FT BENCHMARK DESCRIPTION: BRASS DISK IN MONUMENT WELL AT INTERSECTION, SOUTH ABEL STREET AND SERRA WAY. 7. CORNER RECORD NOTE: CORNER RECORD NOTE: THE DEVELOPER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION AND FILING OF PRE-CONSTRUCTION AND POST-CONSTRUCTION CORNER RECORDS FOR ANY MONUMENTS OR PROPERTY CORNERS SHOWN HEREON THAT MAY BE DESTROYED DURING IMPROVEMENTS TO THE SUBJECT PROPERTY AS DEFINED IN SECTION 8771(B) OF THE PROFESSIONAL LAND SURVEYORS ACT.

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DOCUMENT

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ELECTRIC BOX

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FINISH FLOOR

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GAS VALVE

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RIM ELEVATION

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IRRIGATION

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BOTTOM OF RAMP

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ASPHALTIC CONCRETE

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CATCH BASIN

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CONCRETE

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ELECTRICAL

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EDGE OF PAVEMENT

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ELECTRIC VAULT

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TELEPHONE

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TOP OF WALL

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WATER METER

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WATER BOX

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STORM DRAIN CLEANOUT

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STORM DRAIN MANHOLE

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TOP OF CURB

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A/C

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BR

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CB

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CONC

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DOC

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EB

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ELEC

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EP

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EV

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FF

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GV

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IRR

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RE

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SDCO

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SDMH

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TC

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TELE

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TW

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WB

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ELECTRICAL OUTLET

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EO

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ADJACENT LOT LINE

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TREE CANOPY

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WHEEL STOP

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W/S

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RODNEY A. STEWART II P.L.S. 9225

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PREPARED BY OR UNDER THE SUPERVISION OF

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DATE

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No. 9225

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E

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O

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N

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T

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Y

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E

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A

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A

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I

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I

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05/15/2020

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RIGHT OF WAY

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R/W

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SANITARY SEWER LINE-MANHOLE & CLEANOUT

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STORM DRAIN LINE-MANHOLE & CATCH BASIN

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SD

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SS

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TREE

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TR

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LANDSCAPE

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L/S

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RIGHT OF WAY & PUBLIC SERVICE UTILITY

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RW & PSU

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EASEMENT

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ESMT


SIN

NO

T LN

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BOTHELO AVE.



NO

PARKING

NO

PARKING

PRELIM

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RAD

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C2.0

GRADING KEY NOTES

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ST

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A19078

4

1UT

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Y IN

FORM

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3

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020

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NEW BUILDINGFF 21.65

SECTION A

SECTION B

PAD 20.65(6" CONC. SLAB OVER

6" CLASS II AB)

SECTION C

LEGEND

LEGEND

N

O

R

T

H

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WM

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WM

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NO PARKING

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T

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WB

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14"TR

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14"TR

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10"TR

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12"TR

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15"TR

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EB

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NO PARKING

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1.3' Retaining Wall

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1.3' Retaining Wall

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21.0

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20

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20

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20

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20

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20

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20

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20

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20

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20

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20

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21.0

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19.0

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19.0

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20

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20

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20

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20

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20

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19.0

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19.0

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20.0' RW DED & PSU ESMT (13108745 OR)

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20.0' RW DED & PSU ESMT (13108745 OR)

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EXISTING GATE

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3

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7.10%

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A

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-

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2.00%

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B

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-

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C

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-

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IE 16.23 (PP)

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IE 15.87 (PP)

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8" PVC

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IE 16.74 (PP)

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IE 16.42 (PP)

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CL V RCP

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CL V RCP

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8" PVC W/ PCC CAP

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IE 15.66 (PP)

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RETAINING WALL TW 21.49 BW 20.68

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COLD MILL EXISTING PAVEMENT

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EX BLDG FF 21.51

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NEW 6" FLUSH CURB

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SAWCUT LINE

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EX CURB TO BE REMOVED

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EX BLDG FS 21.49

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TC 20.55 PV 20.55

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PV 20.19

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COLD MILL EXISTING PAVEMENT

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EX BLDG FF 21.51

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NEW 6" CURB

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SAWCUT LINE

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EX CURB TO BE REMOVED

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EX BW 21.42

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TC 21.30 PV 20.80

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PV 20.48

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CONSTRUCT 6" CONCRETE CURB CONSTRUCT 6" CONCRETE CURB AND GUTTER INSTALL STORM DRAIN AREA DRAIN CONSTRUCT NOTCHED CURB AND GUTTER INSTALL STORM DRAIN JUNCTION BOX CONSTRUCT CONCRETE SIDEWALK, 4" PCC OVER 4" CLASS II AB

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CONTRACTOR TO VERIFY LOCATION AND DEPTH AND RELOCATE IF IN CONFLICT WITH PROPOSED IMPROVEMENTS.

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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CONFORM

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P/L

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P/L

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CONFORM

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CONFORM

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CONFORM

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EX. SURFACE

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EX. BUILDING

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EX. WALL

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PROPOSED SURFACE

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PROPOSED SURFACE

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NEW AC/AB SECTION TO MATCH EXISTING OR 12" AC DEEPLIFT

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EXISTING UNDERGROUND SD TO BE REMOVED

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COLD MILL EXISTING PAVEMENT TO DEPTH OF 2" AND REPLACE WITH AC D2-PG 64-10

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EXISTING BUILDING TO BE DEMOLISHED

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SAWCUT LINE

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CONCRETE SIDEWALK: 4" PCC OVER 4" CLASS II AB

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EXISTING

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T

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E

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W

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W

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SD

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SD

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300.00

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100.00

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SS

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SS

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OH

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OH

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FS

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FS

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E

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300

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300

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PROPOSED

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TRANSFORMER

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UTILITY BOX

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TRAFFIC SIGN

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FIRE HYDRANT

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POST INDICATOR VALVE

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ELECTRIC LINE

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FENCE LINE

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SANITARY SEWER-MANHOLE & CLEANOUT

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SIDEWALK

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SPOT ELEVATION

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WATER LINE & VALVE

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STORM DRAIN-MANHOLE & CATCH BASIN

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PROPERTY LINE

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OVERHEAD POWER LINE

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LOT LINE

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FIRE SERVICE & VALVE

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BUILDING LINE

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CENTER LINE

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CONCRETE CURB

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CONTOUR LINE

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EDGE OF PAVEMENT

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T

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AD

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AREA DRAIN

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AD

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FF

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FF

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FINISHED FLOOR

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SDJB

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SDJB

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STORM DRAIN JUNCTION BOX

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WV

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WM

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WB

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SDMH

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SSMH

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SSCO

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RE

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PP

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PIV

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IE

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GV

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FL

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FH

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EB

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C

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CB

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BLDG

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WV

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WM

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WB

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SDMH

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SSMH

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SSCO

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RE

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PP

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PIV

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IE

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GV

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FL

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FH

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EB

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C

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CB

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BLDG

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WATER VALVE

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WATER METER

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WATER BOX

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STORM DRAIN MANHOLE

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SANITARY SEWER MANHOLE

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SANITARY SEWER CLEANOUT

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RIM ELEVATION

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POWER POLE

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INVERT ELEVATION

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GAS VALVE

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FLOW LINE

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FIRE HYDRANT

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ELECTRIC BOX

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CONCRETE

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CATCH BASIN

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BUILDING

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RPPBP

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RPPBP

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REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTER

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L/S

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L/S

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LANDSCAPE

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A/C

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A/C

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ASPHALT CONCRETE

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IRR

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IRR

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IRRIGATION

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W

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W

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WATER

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TR

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TR

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TREE

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SS

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SS

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SANITARY SEWER

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SD

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SD

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STORM DRAIN

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OH

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OH

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OVER HEAD POWER LINE

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EO

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EO

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ELECTRICAL OUTLET

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COTG

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COTG

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CLEANOUT TO GRADE

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E

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E

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ELECTRIC LINE

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TW

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TW

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TOP OF WALL

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RWL

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RWL

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RAIN WATER LEADER

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EX

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EX

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EXISTING

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BOT

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BOT

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BOTTOM

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FDC

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FDC

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DOM

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DOM

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DOMESTIC

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TC

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TC

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TOP OF CURB

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SDCO

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SDCO

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STORM DRAIN CLEAN OUT

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0

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Scale 1" = 20'

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10

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20

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40

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60


SIN

NO

T LN

.

BOTHELO AVE.



NO

PARKING

NO

PARKING

LEGEND

N

O

R

T

H

PRELIM

IN

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TILITY PLAN

C3.0

REVISIO

NN

O.

BY

DATE

SCALE

SURVEYOR

JOB NO.

SHEET

OF SHEETS

DRAWN BY

REVISIO

NN

O.

BY

FO

R

OF



Phone (408)

727-6665

ww

w.kierw

right.com

26

1 BO

THEL

O A

VEN

UE

SLE

CON

STRU

CTIO

N IN

C M

ILPI

TAS

CALI

FORN

IA

OCT. 2019

1" = 20'

ST

LCN

A19078

4

1UT

ILIT

Y IN

FORM

ATIO

N A

DD

ED

3

/2/2

020

2RE

SPO

NSE

TO

CIT

Y CO

MM

ENTS

5/1

2/20

20

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WM

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WM

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NO PARKING

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T

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WB

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14"TR

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14"TR

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10"TR

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12"TR

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15"TR

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EB

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NO PARKING

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1.3' Retaining Wall

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1.3' Retaining Wall

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21.0

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20

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20

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20

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20

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20

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20

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20

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20

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20

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20

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21.0

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19.0

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19.0

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20

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20

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20

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20

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20

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19.0

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19.0

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20.0' RW DED & PSU ESMT (13108745 OR)

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20.0' RW DED & PSU ESMT (13108745 OR)

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EXISTING GATE

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6" FIRE SERVICE

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CONNECT NEW 6"FIRE SERVICE TO EX. WATER LINE PER CITY WATER STD.

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NEW DOUBLE CHECK DETECTOR BACKFLOW PER STD. DWG. 730

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PIV

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6" FIRE SERVICE

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FDC

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EX. IRR WM/RPPBP

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EX. DOM WM/RPPBP

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EX. 4" SS

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EX. FH

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FH

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CONNECT FIRE SERVICE TO EX. WATER LINE AND INSTALL HYDRANT PER STD. DWG. NO. 742

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EX. 6" FIRE DET. CHECK VALVE & METER

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EX. FIRE SERVICE

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EX. SSCO

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EX. SSCO

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EX. W

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EX. W

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EX. 4" SS

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EX. RWL SPILL TO GRADE TYPICAL 3

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RWL SPILL TO GRADE TYPICAL 4

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EX. RWL THRU CURB TYPICAL 3

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SEARCHED FOR/NOT FOUND. INSTALL NEW CLEAN OUT PER CITY STD. DET. NO. 620

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EXISTING

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T

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E

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W

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W

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SD

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SD

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300.00

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100.00

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SS

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SS

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OH

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OH

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FS

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FS

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E

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300

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300

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PROPOSED

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TRANSFORMER

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UTILITY BOX

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TRAFFIC SIGN

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FIRE HYDRANT

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ELECTRIC LINE

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FENCE LINE

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SANITARY SEWER-MANHOLE & CLEANOUT

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SIDEWALK

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SPOT ELEVATION

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WATER LINE & VALVE

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STORM DRAIN-MANHOLE & CATCH BASIN

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PROPERTY LINE

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OVERHEAD POWER LINE

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LOT LINE

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FIRE SERVICE & VALVE

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BUILDING LINE

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CENTER LINE

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CONCRETE CURB

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CONTOUR LINE

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EDGE OF PAVEMENT

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T

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AD

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AREA DRAIN

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AD

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FF

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FF

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FINISHED FLOOR

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SDJB

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SDJB

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STORM DRAIN JUNCTION BOX

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WV

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WM

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WB

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SDMH

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SSMH

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SSCO

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RE

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PP

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PIV

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IE

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GV

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FL

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FH

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EB

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C

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CB

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BLDG

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WV

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WM

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WB

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SDMH

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SSMH

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SSCO

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RE

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PP

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PIV

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IE

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GV

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FL

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FH

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EB

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C

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CB

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BLDG

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WATER VALVE

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WATER METER

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WATER BOX

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STORM DRAIN MANHOLE

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SANITARY SEWER MANHOLE

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SANITARY SEWER CLEANOUT

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RIM ELEVATION

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POWER POLE

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INVERT ELEVATION

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GAS VALVE

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FLOW LINE

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FIRE HYDRANT

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ELECTRIC BOX

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CONCRETE

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CATCH BASIN

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BUILDING

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RPPBP

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RPPBP

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REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTER

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L/S

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L/S

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LANDSCAPE

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A/C

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A/C

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ASPHALT CONCRETE

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IRR

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IRR

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IRRIGATION

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W

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W

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WATER

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TR

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TR

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TREE

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SS

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SS

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SANITARY SEWER

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SD

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SD

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STORM DRAIN

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OH

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OH

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OVER HEAD POWER LINE

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EO

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EO

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ELECTRICAL OUTLET

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COTG

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COTG

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CLEANOUT TO GRADE

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E

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E

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ELECTRIC LINE

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TW

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TW

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TOP OF WALL

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RWL

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RWL

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RAIN WATER LEADER

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EX

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EX

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EXISTING

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BOT

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BOT

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BOTTOM

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FDC

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FDC

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DOM

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DOM

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DOMESTIC

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TC

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TC

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TOP OF CURB

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SDCO

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SDCO

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STORM DRAIN CLEAN OUT

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0

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Scale 1" = 20'

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10

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20

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60

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EXISTING UNDERGROUND SD TO BE REMOVED


SIN

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BOTHELO AVE.



NO

PARKING

NO

PARKING

3

A

B D

C

12

N

O

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PRELIM

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N CO

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PROPOSED BLDG.

FF=21.65

EXISTING BLDG.

EXISTING BLDG.

LEGEND

1

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EROSION & SEDIMENT CONTROL MEASURES

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WM

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NO PARKING

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14"TR

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10"TR

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12"TR

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15"TR

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EB

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NO PARKING

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1.3' Retaining Wall

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1.3' Retaining Wall

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21.0

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20.0' RW DED & PSU ESMT (13108745 OR)

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20.0' RW DED & PSU ESMT (13108745 OR)

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EXISTING GATE

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0

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10

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SEDIMENT FILTER

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STABILIZED CONSTRUCTION

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ENTRANCE

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PUBLIC

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%%UPROFILE

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%%UPLAN

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EXIST. GROUND

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PUBLIC RIGHT-OF-WAY

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FILTER FABRIC

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3" TO 6" COARSE AGGREGATE

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PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY

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FILTER FABRIC

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FLOWLINE

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%%UELEVATION

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PLACE ROCK BARRIER BAGS SUCH THAT NO GAPS ARE EVIDENT

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ROCK BARRIER BAGS CAN BE A SINGLE OR DOUBLE LAYER

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RUNOFF WATER WITH SEDIMENT

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SEDIMENT

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EXISTING OR PROPOSED CURB & GUTTER

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PLACE ROCK BARRIER BAGS SUCH THAT NO GAPS ARE EVIDENT

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D.I. W/ HOOD

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STRAW WATTLE

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INSTALL FILTER FABRIC IN D.I.

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EXIST. GROUND

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1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE EFFECTIVE FOR THE DURATION OF EROSION AND SEDIMENT CONTROL MEASURES SHALL BE EFFECTIVE FOR THE DURATION OF CONSTRUCTION. 2. AFTER THE UNDERGROUND STORM DRAIN SYSTEM IS INSTALLED, THE CATCH BASINS WILL BE INSTALLED AFTER THE UNDERGROUND STORM DRAIN SYSTEM IS INSTALLED, THE CATCH BASINS WILL BE INSTALLED (AS SOON AS PRACTICAL) AND ROCK BARRIER BAGS WILL BE PLACED AROUND THOSE CATCH BASINS AS SHOWN ON THIS PLAN UNTIL THIS SITE IS PAVED. 3. SHOULD THE ON-SITE STORM DRAINS NOT BE INSTALLED COMPLETELY BY OCTOBER 15, THE SHOULD THE ON-SITE STORM DRAINS NOT BE INSTALLED COMPLETELY BY OCTOBER 15, THE CONTRACTOR SHALL CONSTRUCT TEMPORARY SEDIMENT BASINS AT THE EXISTING STORM PIPES STUBBED TO THE SITE. 4. PERSON RESPONSIBLE FOR IMPLEMENTATION OF EROSION AND SEDIMENTATION PLAN. PERSON RESPONSIBLE FOR IMPLEMENTATION OF EROSION AND SEDIMENTATION PLAN. NAME: T.B.D. T.B.D. ADDRESS: TELEPHONE: 5. THE CONTRACTOR SHALL PLACE 3"-6" COARSE AGGREGATE AS A GRAVEL ROADWAY (12" MIN. THICK THE CONTRACTOR SHALL PLACE 3"-6" COARSE AGGREGATE AS A GRAVEL ROADWAY (12" MIN. THICK FOR THE FULL WIDTH AND 50 FEET LONG) AT EACH D/W ENTRANCE TO SITE. ANY MUD THAT IS TRACKED ONTO PUBLIC STREETS SHALL BE REMOVED THAT SAME DAY AND AS REQUIRED BY THE CITY OF LIVERMORE. 6. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED AND CHANGES TO THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE MADE TO MEET FIELD CONDITIONS ONLY WITH THE APPROVAL OF OR AT THE DIRECTION OF THE CITY ENGINEER. 7. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT-LADEN RUN-OFF TO ANY STORM DRAINAGE SYSTEM. 8. THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING. PLANS ARE TO BE RESUBMITTED FOR THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING. PLANS ARE TO BE RESUBMITTED FOR CITY APPROVAL PRIOR TO THE SEPTEMBER FIRST OF EACH SUBSEQUENT YEAR UNTIL THE SITE IMPROVEMENTS ARE ACCEPTED BY THE CITY. 9. ALL EROSION CONTROL FACILITIES MUST BE INSPECTED AND REPAIRED AT THE END OF EACH WORKING ALL EROSION CONTROL FACILITIES MUST BE INSPECTED AND REPAIRED AT THE END OF EACH WORKING DAY. 10. SEDIMENT BASINS SHALL BE CLEANED OUT WHENEVER SEDIMENT REACHES THE SEDIMENT CLEANOUT SEDIMENT BASINS SHALL BE CLEANED OUT WHENEVER SEDIMENT REACHES THE SEDIMENT CLEANOUT LEVEL INDICATED ON THE PLANS. 11. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES TO THE SATISFACTION OF THE CITY ENGINEER. 12. ALL CUT AND FILL SLOPES ARE TO BE PROTECTED TO PREVENT OVERBANK FLOW. ALL CUT AND FILL SLOPES ARE TO BE PROTECTED TO PREVENT OVERBANK FLOW. 13. INLETS WHICH ARE NOT USED IN CONJUNCTION WITH ROCK BARRIER BAGS OR SEDIMENT BASINS INLETS WHICH ARE NOT USED IN CONJUNCTION WITH ROCK BARRIER BAGS OR SEDIMENT BASINS SHOULD BE COVERED, OR OTHERWISE ADJUSTED TO PREVENT INFLOW, UNLESS THE AREA DRAINED IS UNDISTURBED OR STABILIZED. 14. THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO ANTICIPATED FIELD CONDITIONS. VARIATIONS MAY BE MADE TO THE PLAN IN THE FIELD SUBJECT TO THE APPROVAL OF THE ENGINEER. 15. DETAILS FOR THE CONSTRUCTION OF FACILITIES ARE SHOWN ON THESE PLANS. DETAILS FOR THE CONSTRUCTION OF FACILITIES ARE SHOWN ON THESE PLANS. 16. THIS PLAN IS INTENDED TO BE USED FOR EROSION CONTROL ONLY. OTHER INFORMATION SHOWN THIS PLAN IS INTENDED TO BE USED FOR EROSION CONTROL ONLY. OTHER INFORMATION SHOWN ONLY. OTHER INFORMATION SHOWN . OTHER INFORMATION SHOWN HEREIN MAY NOT BE THE MOST CURRENT.

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SITE LIGHTINGELECTRICAL

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Symbol Qty Label Arrangement Lum. Watts Lum. Lumens LLF LLD LDD UDF Description Filename

4 BB SINGLE 88 13024 0.900 0.900 1.000 1.000 LEOTEK AR13-48N-MV-NW-4-XX-120 S @ 15' AR13-48N-MV-NW-4-XX-120 S.ies

6 W1 SINGLE 58.7 5738 0.900 0.900 1.000 1.000 LEOTEK ES1-24H-MV-NW-FT-XX-700 @ 12' IES ES1-24H-MV-NW-FT-XX-700 05

5 DD SINGLE 227.2 20074 0.900 0.900 1.000 1.000 GARDCO FLDM-A14-827-A33 @ 30' FLDM-A14-827-A33.ies

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DD 2.52 6.56 11.10 8.95 4.09

1.96 4.03 6.41 5.73 2.79

1.24 1.52 1.64 2.01 2.34 2.28 1.97 1.63 1.30

1.95 1.73 1.55 1.51 1.57 1.62 1.65 1.93 1.97

2.69 1.96 1.52 1.36 1.37 1.43 1.73 2.34 2.88

6.30 3.47 1.62 1.26 1.23 1.31 2.24 4.77 7.13

11.16 5.04 1.80 1.29 1.23 1.36 2.60 7.64 11.12

9.00 4.61 1.76 1.28 1.23 1.36 2.52 6.74 9.44

4.50 2.85 1.71 1.35 1.29 1.42 2.20 3.63 5.00 3.20 2.11 1.80 1.39

2.84 2.21 1.82 1.65 1.54 1.60 2.03 2.90 3.39 3.53 4.47 4.99 3.48

3.53 2.71 2.37 2.44 2.22 1.84 2.32 3.78 4.13 4.65 8.35 11.27 6.70

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0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01

0.00 0.00 0.000.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01

0.00 0.00 0.000.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.01 0.01 0.01 0.01 0.00 0.00

0.00 0.00 0.000.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.03 0.03 0.03 0.04 0.04 0.04 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.01 0.01 0.00 0.00 0.00 0.00

0.00 0.00 0.000.00 0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.03 0.03 0.03 0.04 0.05 0.06 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.06 0.06 0.05 0.05 0.05 0.04 0.04 0.04 0.02 0.01 0.01 0.01 0.01 0.00

0.00 0.00 0.000.00 0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.03 0.03 0.04 0.05 0.08 0.11 0.11 0.13 0.15 0.15 0.14 0.13 0.13 0.12 0.11 0.11 0.09 0.08 0.07 0.07 0.06 0.06 0.05 0.03 0.02 0.02 0.01 0.01 0.01 0.01

0.00 0.00 0.000.00 0.00 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.03 0.04 0.06 0.17 0.22 0.25 0.45 0.52 0.42 0.32 0.26 0.24 0.23 0.28 0.37 0.42 0.27 0.18 0.13 0.11 0.10 0.10 0.12 0.15 0.27 0.29 0.16 0.08 0.04 0.03

0.00 0.00 0.000.00 0.00 0.01 0.01 0.01 0.01 0.02 0.02 0.03 0.03 0.06 0.27

0.00 0.00 0.01 0.01 0.01 0.01 0.02 0.02 0.03 0.05 0.14 0.35

0.00 0.00 0.01 0.01 0.01 0.01 0.02 0.03 0.04 0.08 0.19 0.46

0.00 0.00 0.01 0.01 0.01 0.01 0.02 0.03 0.05 0.10 0.25 1.34

0.00 0.00 0.01 0.01 0.01 0.01 0.02 0.03 0.06 0.12 0.47 1.31

0.00 0.00 0.01 0.01 0.01 0.01 0.02 0.04 0.07 0.15 0.48 0.92

0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.04 0.07 0.18 0.40 0.67

0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.04 0.08 0.19 0.34 0.53

0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.04 0.09 0.19 0.31 0.48

0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.04 0.10 0.19 0.30 0.46

0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.04 0.10 0.20 0.31 0.46

0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.04 0.10 0.21 0.33 0.50

0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.04 0.10 0.22 0.38 0.58

0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.04 0.09 0.24 0.47 0.75

0.00 0.00 0.01 0.01 0.01 0.01 0.02 0.04 0.08 0.22 0.62 1.08

0.00 0.00 0.01 0.01 0.01 0.01 0.02 0.04 0.07 0.17 0.76 1.62

0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.03 0.06 0.13 0.52 2.11

0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.03 0.05 0.12 0.27 0.84

0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.03 0.04 0.08 0.26 0.53

0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.03 0.03 0.04 0.13 0.43

0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.03 0.03 0.04 0.13 0.24 0.26 0.47 0.68 0.56 0.43 0.34 0.30 0.29 0.32 0.41 0.56 0.65 0.46 0.32 0.22 0.17 0.15 0.13 0.07 0.03 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.03 0.03 0.04 0.04 0.08 0.11 0.13 0.16 0.21 0.22 0.20 0.19 0.18 0.19 0.22 0.28 0.31 0.23 0.17 0.14 0.12 0.11 0.07 0.06 0.05 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.03 0.03 0.04 0.04 0.06 0.07 0.08 0.09 0.10 0.10 0.10 0.11 0.11 0.11 0.11 0.10 0.10 0.10 0.09 0.09 0.08 0.05 0.05 0.04 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.03 0.03 0.03 0.04 0.04 0.05 0.05 0.06 0.06 0.07 0.07 0.07 0.07 0.07 0.08 0.08 0.07 0.07 0.07 0.07 0.07 0.04 0.04 0.03 0.03 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.03 0.03 0.03 0.04 0.04 0.04 0.05 0.05 0.05 0.05 0.05 0.06 0.05 0.06 0.06 0.06 0.05 0.05 0.05 0.05 0.03 0.03 0.03 0.03 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.46 0.55 1.32 1.81 1.21 0.79 0.55 0.44 0.40 0.44 0.54 0.70 0.81 0.56 0.37 0.25 0.18 0.16 0.18 0.26 0.39 0.60 0.68 0.44 0.27 0.15 0.10 0.09 0.14

0.72 1.37 4.18 3.09 1.91 1.22 0.86 0.74 0.89 1.41 2.20 2.38 2.12 2.16 1.62 0.84 0.41 0.33 0.58 1.21 2.05 2.23 2.15 2.19 1.51 0.71 0.29 0.16 0.27

1.71 5.35 5.48 3.81 2.37 1.58 1.21 1.13 1.33 1.98 3.38 5.30 5.94 4.45 2.49 1.35 0.84 0.73 0.99 1.76 3.31 5.23 5.64 4.03 2.15 1.09 0.57 0.35 0.52

2.99 4.57 4.43 3.34 2.39 1.77 1.44 1.34 1.50 2.08 3.15 4.30 4.61 3.78 2.45 1.48 1.00 0.90 1.13 1.80 2.96 4.09 4.28 3.39 2.08 1.15 0.68 0.60 1.25

2.06 2.92 3.04 2.62 2.14 1.77 1.52 1.45 1.60 1.98 2.57 3.09 3.20 2.81 2.11 1.48 1.09 0.99 1.20 1.65 2.27 2.78 2.85 2.44 1.74 1.15 0.87 1.00 1.98

1.36 1.87 2.10 2.04 1.87 1.66 1.52 1.49 1.60 1.85 2.15 2.39 2.42 2.21 1.82 1.43 1.16 1.09 1.19 1.47 1.80 2.03 2.05 1.82 1.44 1.13 1.13 1.58 4.27

0.98 1.33 1.56 1.64 1.60 1.51 1.46 1.47 1.56 1.71 1.88 2.00 2.00 1.85 1.62 1.38 1.20 1.14 1.19 1.32 1.49 1.61 1.61 1.46 1.22 1.08 1.41 2.38 6.84

0.77 1.04 1.25 1.37 1.40 1.40 1.37 1.41 1.49 1.58 1.68 1.74 1.71 1.62 1.47 1.31 1.19 1.13 1.15 1.21 1.29 1.34 1.32 1.24 1.10 1.06 1.47 2.45 6.85

0.67 0.89 1.08 1.21 1.27 1.30 1.33 1.35 1.42 1.48 1.53 1.55 1.52 1.45 1.35 1.25 1.16 1.11 1.11 1.14 1.18 1.20 1.19 1.17 1.13 1.16 1.41 1.95 4.51

0.64 0.83 1.00 1.13 1.20 1.25 1.29 1.33 1.37 1.42 1.45 1.45 1.42 1.37 1.29 1.20 1.13 1.11 1.14 1.18 1.23 1.26 1.27 1.28 1.37 1.50 1.66 2.03 2.87

0.65 0.84 1.01 1.13 1.20 1.25 1.28 1.32 1.36 1.40 1.43 1.42 1.39 1.35 1.27 1.18 1.11 1.11 1.25 1.44 1.56 1.62 1.65 1.68 1.96 2.41 2.69 2.92 3.32

0.72 0.94 1.11 1.22 1.27 1.29 1.31 1.33 1.38 1.44 1.48 1.49 1.45 1.40 1.30 1.18 1.10 1.11 1.44 2.17 2.54 2.50 2.46 2.66 2.99 3.87 4.70 4.20 4.60

0.86 1.13 1.31 1.39 1.39 1.37 1.34 1.37 1.43 1.51 1.58 1.62 1.59 1.52 1.38 1.22 1.08 1.06 1.55 3.15 4.54 3.60 3.24 4.54 4.46 4.20 9.33 5.57 8.28

1.14 1.47 1.63 1.65 1.58 1.46 1.41 1.41 1.49 1.61 1.74 1.84 1.83 1.72 1.52 1.28 1.06 0.97 1.58 4.14 9.51 4.51 3.72 8.76 5.35

1.67 2.10 2.17 2.00 1.78 1.58 1.45 1.42 1.52 1.72 1.96 2.15 2.19 2.02 1.71 1.36 1.02 0.78 0.60 0.49

2.65 3.27 3.01 2.46 1.98 1.64 1.43 1.38 1.51 1.82 2.27 2.65 2.75 2.50 1.98 1.42 0.99 0.69 0.52 0.41

3.98 4.98 4.13 2.93 2.10 1.59 1.33 1.26 1.43 1.92 2.71 3.58 3.85 3.37 2.37 1.50 0.93 0.61 0.45 0.23

2.48 5.77 4.78 3.06 1.95 1.38 1.12 1.08 1.28 1.89 3.15 4.83 5.51 4.49 2.72 1.50 0.85 0.53 0.35 0.17

0.85 2.47 3.63 2.39 1.51 1.03 0.80 0.79 1.02 1.65 2.89 4.66 5.40 4.26 2.50 1.31 0.66 0.36 0.23 0.12

0.45 0.62 1.69 1.44 0.96 0.67 0.51 0.44 0.47 0.67 0.95 0.99 1.07 0.93 0.78 0.47 0.27 0.20 0.17 0.09

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OWNER

REVISIONS

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5860 W. Las Positas Boulevard, Suite 15Pleasanton, California 94588

phone: (925) 621-5300 fax: (925) [email protected]

..

..

SITE PLANPHOTOMETRIC

E2Luminaire Schedule - LED


Symbol Qty Label Arrangement Lum. Watts Lum. Lumens LLF LLD LDD UDF Description Filename

4 BB SINGLE 88 13024 0.900 0.900 1.000 1.000 LEOTEK AR13-48N-MV-NW-4-XX-120 S @ 15' AR13-48N-MV-NW-4-XX-120 S.ies

6 W1 SINGLE 58.7 5738 0.900 0.900 1.000 1.000 LEOTEK ES1-24H-MV-NW-FT-XX-700 @ 12' IES ES1-24H-MV-NW-FT-XX-700 05

5 DD SINGLE 227.2 20074 0.900 0.900 1.000 1.000 GARDCO FLDM-A14-827-A33 @ 30' FLDM-A14-827-A33.ies

Calculation Summary


Description CalcType Units Grid Z Avg Max Min Avg/Min Max/Min

PARKING LOT Illuminance Fc 0 3.43 11.27 1.23 2.79 9.16

STORAGE YARD Illuminance Fc 0 1.81 9.51 0.09 20.11 105.67

P1...PROJECT DESCRIPTION-2 SHEET INDEX-PROJECT DATA PARCEL NO. 083-07-003 EXISTING 2 ACRE SITE...

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