GALLERON R

OAD

MEE L

ANE

WHIT

EHALL

LAN

E

SITE

1109 GALLERON LANE

INDEX TO DRAWINGSVICINITY MAP

(APN 030-080-003)

CONTACT INFORMATION

OWNERBOMMARITO WINERY1109 GALLERON LANEST. HELENA, CA 94574

PH. (707) 963-9454 EXT. 13

ARCHITECTJ2A AIA, INC.2107 JEFFERSON ST.NAPA, CA. 94559

PHONE (707) 226-7041

CONTACT: JAMES JEFFERY

CONTACT: MICHAEL MCLOUGHLIN

SHEET NO.

JOB NO.

CHECKED BY

DRAWN BY

18-012

JBJ

SHEET CONTENTS

PROJECT

CONSULTANTS

ISSUE DATE

PM

BOMMARITOWINERY

1109 GALLERON LANEST. HELENA, CA 94574

2107 JEFFERSON STREET

NAPA, CALIFORNIA 94559

P (707) 226-7041

T H I S D O C U M E N T A N D T H E I D E A SINCORPORATED HEREIN , AS AN INSTRUMENTOF PROFESSIONAL SERVICE IS THE PROPERTYOF ARCHITECT JAMES JEFFERY, AND IS NOT TOBE USED IN WHOLE OR IN PART FOR ANYP R O J E C T W I T H O U T T H E P R I O R W R I T T E NAUTHORIZATION OF ARCHITECT JAMES JEFFERY.

CIVIL ENGINEERMADRONE ENGINEERING1485 MAIN STREET, SUITE 302ST. HELENA, CA 94574

P: (707) 302-6280

LAND USE PLANNING CONSULTANTJEFFREY REDDING / AICP2423 RENFREW STREETNAPA, CA 94558

P: (707) 255-7275

APN 030-080-003

USE PERMIT SUBMITTAL 3/15/2019

VICINITY MAPDRAWING INDEX

CONTACT INFORMATION

A0.0

PROPOsEd usE PERmit

CIVIL ENGINEERMADRONE ENGINEERING1485 MAIN STREET, SUITE 302ST. HELENA, CA 94574

PHONE (707) 302-6280

CONTACT: JOEL DICKERSON

NAPA COuNtY, CA

LAND USE PLANNING CONSULTANTJEFFREY REDDING/AICP2423 RENFREW STREETNAPA, CA 94558

PH. (707) 255-7275

CONTACT: JEFFREY REDDING

BOmmARitO WiNERY

CIVILUP1.0 COVER SHEET

UP1.1 AREA ANALYSIS

UP2.0 HARDSCAPE PLAN

UP2.1 GRADING PLAN

UP2.2 GRADING PLAN

UP3.0 UTILITY PLAN

COVERSHEETA0.0 VICINITY MAP/DRAWING INDEX/BUILDING DATA

ARCHITECTURALA1.0 EXISTING SITE PLAN

A1.1 PROPOSED SITE PLAN & BUILDING DATA

A1.2 PROPOSED ENLARGED SITE PLAN

A2.1 FLOOR PLAN - EXISTING RESIDENCE

A2.2 FLOOR PLAN - PROPOSED HOSPITALITY BUILDING

A2.3 FLOOR PLAN - PROPOSED PRODUCTION BUILDING

A2.4 ROOF PLANS - PROPOSED

A3.1 ELEVATIONS - EXISTING RESIDENCE

A3.2 ELEVATIONS - PROPOSED HOSPITALITY BUILDING

A3.3 ELEVATIONS - PROPOSED PRODUCTION BUILDING

3/14/2019 2:55:09 PM, PRELIMINARY

1 1 0 9 G A L L E R O N L A N E

C I V I L I M P R O V E M E N T P L A N S F O R :

S T. H E L E N A , C A , 9 4 5 7 4

SHEET INDEX

VICINITY MAP

SURVEY NOTES

PROPOSED SITE MAP

UP1.0 COVER SHEETUP1.1 AREA ANALYSISUP2.0 HARDSCAPE PLANUP2.1 GRADING PLANUP2.2 GRADING PLANUP3.0 UTILITY PLAN

PROJECT INFORMATION

LEONARDINI FAMILY VINEYARDS LLC1109 GALLERON LANEST. HELENA, CALIFORNIA 94508

1109 GALLERON LANEST. HELENA, CA 94574

030-080-003±23.39 ACRESAP

TERRA FIRMA SURVEYS, INCP.O. BOX 533ST. HELENA, CA 94574CHRIS COLE. P.L.S.707/963-7565

MADRONE ENGINEERING1485 MAIN STREET, SUITE 302ST. HELENA, CA 94574JOEL DICKERSON, P.E.707/302-6280

OWNER:

SITE ADDRESS:

ASSESSOR PARCEL #:PARCEL SIZE:

COUNTY ZONING:

SURVEYOR:

CIVIL ENGINEER:

ARCHITECT:

PROJECT STATEMENT

PP

WATER METER & DCV

FIRE HYDRANT WITH GATE VALVE

WATER VALVE

SEWER MANHOLE/RISER WITH ID #

FDC/PIV WITH CHECK VALVE

CLEANOUT

STORM DRAIN MANHOLE WITH ID #

WM

WV

SDMH#2

SSMH#1

CO

SYMBOL LEGEND

SOLID STORM DRAIN

PERFORATED STORM DRAIN

GRADE SWALE

FH

OVERLAND RELEASE ROUTE

s

SD

STREET LIGHT

W

TREE

TREE TO BE REMOVED

THE PURPOSE OF THIS PROJECT IS TO OBTAIN A USE PERMIT FOR THE BOMMARITO WINERY.

JAMES JEFFERY ARCHITECTS AIA, INC.2107 JEFFERSON STREETNAPA, CA 94559JAMES JEFFERY(707) 226-7041

1. THE BOUNDARY ON THESE DRAWINGS DOES NOT REPRESENT A PROPERTY LINE SURVEY. PROPERTY LINES SHOWN HEREONARE BASED ON RECORD DATA, AND MAY NOT REPRESENT THE TRUE POSITIONS OF THE LINES.

2. THE TOPOGRAPHY IS BASED ON A FIELD SURVEY OF JULY, 2018 PERFORMED BY TERRA FIRMA SURVEYS, INC.

3. THE VERTICAL DATUM OF THIS MAP IS NAVD88.

4. SITE BENCHMARK DESCRIPTION: "SET SPIKE WITH SHINER #402 AT SOUTHERLY EDGE OF PAVEMENT, 67' EASTERLY OF ACTIVEWELL WITH BOLLARDS. ELEVATION = 167.39'"

5. MADRONE ENGINEERING ASSUMES NO LIABILITY, REAL OR ALLEGED, REGARDING THE ACCURACY OF THE TOPOGRAPHICINFORMATION SHOWN ON THESE PLANS.

6. CONTRACTOR SHALL PROTECT EXISTING SURVEY MONUMENTS OR REPLACE THEM AT HIS OWN EXPENSE.

ESTIMATED EARTHWORK QUANTITIES

ESTIMATED PROJECT EARTHWORK

UNADJUSTEDQUANTITIES

(CY)

ADJUSTEDQUANTITIES

(CY)

CUT 5 5

FILL 3850 2190

ESTIMATED NET EARTHWORK 2185 (IMPORT)

THE APPROXIMATE AREA OF DISTURBED SOIL IS 80,000 SF (1.84 AC).

UP1.0

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EVERY PERSON PLANNING TO DIGCALL USA AT 811 PRIOR TO EXCAVATION

FOR MORE INFORMATIONSEE WWW.USANORTH.ORG

BOM

MA

RIT

O W

INE

RY

1109

GA

LLE

RO

N L

AN

EST

. HE

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APN

: 030

-080

-00

3PR

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CT:

16.0

14

CIV

IL IM

PRO

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NT

PLA

NS

DATE: ISSUE:03/15/19 USE PERMIT

JO

EL D. DIC KERSON

C I V I L

RE

GIS

T ERED PROFES SIONA L EN

GIN

EE

R

S TA TE O F C A LIFORNIA

No. 75989Exp. 06-30-20

1485

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a, C

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945

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SHEET:

USA

NOT FOR CONSTRUCTION

AB AGGREGATE BASEAC ASPHALT CONCRETEAD AREA DRAINBC BEGIN CURVEBFE BASE FLOOD ELEVATION PER FIRMBM BENCHMARKBCR BEGIN CURB RETURNBVC BEGIN VERTICAL CURVEBS BOTTOM OF STAIRSBSW BACK OF SIDEWALKCB CATCH BASINC&G CURB AND GUTTERCMU CONCRETE MASONRY UNITCP CONCRETE PIPE

CENTERLINECO CLEANOUTCOMM COMMUNICATIONCV CHECK VALVECW COLD WATERDCV DOUBLE CHECK VALVEDG DECOMPOSED GRANITEDIP DUCTILE IRON PIPEDS DOWNSPOUTDW DOMESTIC WASTEDWG DRAWINGEC END OF CURVE(E) EAST<E> EXISTINGECR END CURB RETURNEG EXISTING GROUNDEGR EDGE OF GRAVELEP EDGE OF PAVEMENTEVC END VERTICAL CURVEFDC FIRE DEPT. CONNECTIONFG FINISHED GRADE

FH FIRE HYDRANTFIRM FLOOD INSURANCE RATE MAPFL FLOW LINEFM FORCE MAINFS FINISHED SURFACEGB GRADE BREAKGR GRAVELHP HIGH POINTINV INVERTIP IRON PIPEIRR IRRIGATIONJP JOINT POLELF LINEAL FEET/FOOTLP LOW POINTMH MANHOLEMON MONUMENT(N) NORTH<N> NEWOC ON CENTEROG ORIGINAL GROUNDOH OVERHEADOHL OVERHEAD LINE<P> PROPOSEDPCC PORTLAND CEMENT CONCRETEPD PRESSURE DISTRIBUTIONPG&E PACIFIC GAS AND ELECTRICPI POINT OF INTERSECTIONPIV POST INDICATOR VALVEP/L PROPERTY LINEPRC POINT OF REVERSE CURVEPSI POUNDS PER SQUARE INCHPUE PUBLIC UTILITY EASEMENTPVC POLYVINYL CHLORIDEPVI POINT OF VERTICAL INTERSECTIONPW PROCESS WASTE

R RADIUSRT RIGHTROW RIGHT OF WAYRWL RAIN WATER LEADERRCP REINFORCED CONCRETE PIPE(S) SOUTHS SLOPE (FEET/FOOT)SAD SEE ARCHITECTURAL DRAWINGSSD STORM DRAINSDP SUBDRAIN PIPESED SEE ELECTRICAL DRAWINGSSLD SEE LANDSCAPE DRAWINGSSLV SLEEVESMD SEE MECHANICAL DRAWINGSSPD SEE PLUMBING DRAWINGSSS SANITARY SEWERSSCO SANITARY SEWER CLEAN OUTSSMH SANITARY SEWER MANHOLESTA STATIONSTD STANDARDSW SIDEWALKTC TOP OF CURBTFC TOP FACE OF CURBTOC TOP OF CONCRETETS TOP OF STAIRSTW TOP OF WALLTYP TYPICALUG UNDERGROUNDVC VERTICAL CURVEVG VALLEY GUTTER(W) WESTWM WATER METERW/S WATER SERVICEWV WATER VALVE

ABBREVIATIONS1. THE EARTHWORK QUANTITIES LISTED BELOW ARE ESTIMATES ONLY AND MAY VARY DUE TO SOIL TYPE, COMPACTION AND

BULKING FACTORS, GRADING PRACTICES, AND COMPACTION VALUES.2. THE UNADJUSTED QUANTITIES HAVE BEEN DERIVED USING A VOLUMETRIC ANALYSIS BETWEEN THE EXISTING AND PROPOSED

FINISHED GRADE ELEVATIONS.4. THE FOLLOWING ASSUMPTIONS HAVE BEEN MADE WHEN DEVELOPING ADJUSTED QUANTITY ESTIMATES:

QUANTITIES FROM UTILITY TRENCHES, FOUNDATION TRENCHES, ELEVATOR PIT, AND STORMWATER DETENTION BASINSHAVE NOT BEEN ESTIMATED.QUANTITIES RELATED TO OVEREXCAVATION AND RECOMPACTION HAVE BEEN ESTIMATED ASSUMING A 20% VOLUMELOSS DURING RECOMPACTION, AND ASSUMING AN AVERAGE DEPTH OF EXCAVATION OF 2.0'.

3. CONTRACTOR SHALL WORK WITH THE PROJECT GEOTECHNICAL ENGINEER TO DETERMINE IF COMPACTION AND BULKINGFACTORS ARE APPLICABLE FOR THE PROPOSED GRADING ACTIVITIES. THESE FACTORS HAVE THE POTENTIAL TO SIGNIFICANTLYALTER THE CUT & FILL QUANTITIES IDENTIFIED IN THIS ANALYSIS.

4. SEE THE TABLE BELOW FOR THE ESTIMATED EARTHWORK QUANTITIES FOR THE PROJECT:

B O M M A R I T O W I N E R Y

SCALE IN FEET

0 100'

SCALE IN FEET

0 2,000'

MAP FROM USGS 7.5 MIN SERIES MAP NAME: RUTHERFORD

LC

APP

RO

XIM

ATE

PR

OPE

RTY

LIN

E

<P> 60,000 GALLON WATER TANKON CONCRETE SLAB25' DIAMETER, 20' HEIGHT

<P> PRODUCTION BUILDING

1109 GALLERON LN.<P> OFFICES & TASTING ROOM

<P> VISITOR PARKING

<P> EMPLOYEE PARKING

<P> COVERED CRUSH PAD

<P> DRIVEWAY

1" = 50

'

<P> 60,000 GALLON WATER TANKON CONCRETE SLAB25' DIAMETER, 20' HEIGHT

<P> PRODUCTION BUILDING

1109 GALLERON LN.<P> OFFICES & TASTING ROOM

<P> COVERED CRUSH PAD

1" = 30

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EVERY PERSON PLANNING TO DIGCALL USA AT 811 PRIOR TO EXCAVATION

FOR MORE INFORMATIONSEE WWW.USANORTH.ORG

BOM

MA

RIT

O W

INE

RY

1109

GA

LLE

RO

N L

AN

EST

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16.0

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CIV

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ME

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DATE: ISSUE:03/15/19 USE PERMIT

JO

EL D. DIC KERSON

C I V I L

RE

GIS

TERED PROFES SIONA L EN

GIN

EE

R

S TA TE O F C A LIFORNIA

No. 75989Exp. 06-30-20

1485

Mai

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USA

NOT FOR CONSTRUCTION

WINERY COVERAGE

UP1.1SCALE IN FEET

0 30'

SCALE IN FEET

0 50'

WINERY DEVELOPMENT

WINERY DEVELOPMENT AREA CALCULATIONS

AREA DESCRIPTIONEXISTING

(SF)PROPOSED

(SF)

STORAGE (EXTERIOR TO BUILDINGS): 0 0

BUILDINGS (OFFICE/TASTING/LAB/PROD): 0 14470

EMPLOYEE PARKING: 0 840

TOTAL DEVELOPMENT AREA (SF): 0 15310

TOTAL DEVELOPMENT AREA (AC): 0 0.35

WINERY COVERAGE AREACALCULATIONS

AREA DESCRIPTIONPROPOSED

(SF)

STORAGE (EXTERIOR TO BUILDINGS): 0

TANKS (EXTERIOR TO BUILDINGS): 490

BUILDINGS (ALL WINERY-RELATED): 14830

WALKWAYS: 235

WASTEWATER TREATMENT: 0

PARKING AND LOADING: 2065

DRIVEWAYS: 26635

TOTAL COVERAGE AREA (SF): 44255

TOTAL COVERAGE AREA (AC): 1.02

% OF 23.4 ACRE PARCEL: 4.4%

TOTAL NEW/RECONSTRUCTED IMPERVIOUS AREA : 47,080 SF (1.08 AC)TOTAL DISTURBED SOIL AREA: 80,000 SF (1.84 AC)

HARDSCAPE LEGEND

TYPE OF IMPERVIOUSSURFACE

AREA DESCRIPTIONS AREA (SF) TYPICALSECTION

PERVIOUS/IMPERVIOUS

BUILDINGS, GARAGES,CARPORTS, OTHERSTRUCTURES WITH

ROOFS

BUILDINGS 15,450 N/A IMPERVIOUS

WALLS 0 N/A IMPERVIOUS

PATIO, IMPERVIOUSDECKING, PAVERSAND IMPERVIOUS

LINERS

CONCRETE 400 N/A IMPERVIOUS

SIDEWALKS ANDPATHS

GRAVEL 0 6" CL 2 AB IMPERVIOUS

ROADWAYS ANDDRIVEWAYS

ASPHALT CONCRETE 28,700 2.5" AC OVER6.0" CL 2 AB

IMPERVIOUS

CONCRETE 4,700 5" CONC OVER4" CL 2 AB

IMPERVIOUS

GRAVEL 2,000 10" CL 2 AB IMPERVIOUS

OTHER PERVIOUSSURFACE

DECOMPOSEDGRANITE 0 N/A PERVIOUS

PLANTING 1,850 N/A PERVIOUS

LAWN 0 N/A PERVIOUS

SWALE 0 N/A PERVIOUS

TOTAL 53,100

GA

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.

<E> HYDRANT(CITY OF ST. HELENA

WATER SUPPLY)

E01 S01 S02 S03 A01

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<P> 60,000 GALLON WATER TANKON CONCRETE SLAB25' DIAMETER, 20' HEIGHT

1109 GALLERON LN.

1129 GALLERON LN.

1127 GALLERON LN.

<P> FIRE HYDRANT& FDC

100' WELL SETBACKS

<E> WELL #01DRILLED 197330' SANITARY SEAL

<E> WELL #02DRILLED 2001PERMIT #71055624' SANITARY SEAL

<P> ACCESSIBLE PATH

<P> ACCESSIBLE PATH

<P> VAN-ACCESSIBLE PARKING

<P> EMPLOYEE PARKING

<P> COVERED CRUSH PAD

GA

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.<P> PRODUCTION BUILDING

FF 166.20

<P> OFFICES &TASTING ROOM

FF (LOWER) ~167.10FF (UPPER) ~176.10

<E> LEACH FIELDFOR 1109 GALLERON(TO BE PROTECTED)

<E> SEPTIC TANKFOR 1109 GALLERON

<E> SEPTIC TANKFOR 1127 GALLERON

<E> LEACH FIELDFOR 1127 GALLERON(TO BE RELOCATED)

<E> LEACH FIELDFOR 1129 GALLERON(TO BE PROTECTED)

<E> SEPTIC TANKFOR 1129 GALLERON

<P> VAN-ACCESSIBLE PARKING

<P> ELECTRIC VEHICLE PARKING

<P> TRASH ENCLOSUREFF 165.25 (9' X 16')

<P> FIRE PUMP SHEDFF 165.26 (12' X 18')

<P> BICYCLE PARKING

300.0'SETBACK FROM CENTERLINE

OF GALLERON LANE

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EVERY PERSON PLANNING TO DIGCALL USA AT 811 PRIOR TO EXCAVATION

FOR MORE INFORMATIONSEE WWW.USANORTH.ORG

BOM

MA

RIT

O W

INE

RY

1109

GA

LLE

RO

N L

AN

EST

. HE

LEN

A, C

A 9

4574

APN

: 030

-080

-00

3PR

OJE

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16.0

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DATE: ISSUE:03/15/19 USE PERMIT

JO

EL D. DIC KERSON

C I V I L

RE

GIS

TERED PROFES SIONA L EN

GIN

EE

R

S TA TE O F C A LIFORNIA

No. 75989Exp. 06-30-20

1485

Mai

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, Sui

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St. H

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a, C

alifo

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NOT FOR CONSTRUCTION

HA

RD

SCA

PE P

LAN

UP2.0SCALE IN FEET

0 20'

HARDSCAPE PLAN

CP40D166.96

CP40D167.31

CP40D166.48

0D94

CP90D165.52

CPCHK_598166.95

1,200 GAL

1,200 GAL

0+00 0+50 1+00

1+50

2+00

2+50

3+00

0+00 0+50 1+00

1+50

1+82

S40° 55' 55.40"E99.69'

N90

° 00' 0

0.00"E

64.80

'

S41° 39' 4139.6

L=52.24=049°04'05"

R=61.00

L=51.46=048°20'19"

R=61.00

S41° 03' 10.50"E115.28'

S0° 00' 00.00"E

25.44'

L=40.84=041°03'11"

R=57.00

BP: 0

+00

.00

PC: 0

+99.

69

PT: 1+51.93

PC: 2+16.74

PT: 2

+68.

20

BP: 0

+00

.00

PC: 1

+15.

28

PT: 1+

56.12

EP: 1+8

1.56

S=2.0%

S=2.

0%S=

2.0%

S=2.0

%

S=2.0%

S=2.0%

S=2.

0%

S=2.

0%

S=2.

0%

S=2.

0%

S=2.

0%

S=2.

0%

S=2.

0%

S=2.0%

S=0

.5%

S=0

.5%

ES/FS 168.30

FS 168.00

FS 168.00FS 167.55

FS 167.58

ES/FS 168.40

FS 167.93

FS 167.93 FS 167.50

FL 167.25

FS 167.40FS 168.06

FS 166.70

FS 167.18

FS 166.86

FS 166.93

FS 167.55FS 168.13

FS 165.25

FS 165.70

ES/FS 168.38

ES/FS 168.28

FS 167.08

S=1.5

%

FS 167.00

S=3.

0%

FS 167.60

FS 176.08

TS 176.02BS 167.02

<P> STEPS15 RISERS @ 7.2"14 TREADS @ 12"

S=10

%

S=10

%

S=10%

S=10

%

S=10

%

1109 GALLERON LN.

1129 GALLERON LN.

1127 GALLERON LN.GA

LLE

RO

NLN

.

<P> OFFICES &TASTING ROOM

FF (LOWER) ~167.10FF (UPPER) ~176.10

1"=10

'

OW

NE

RSH

IP O

F D

OC

UM

EN

TS:

THIS

DO

CU

ME

NT

AN

DTH

EID

EA

SIN

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RA

TED

HE

RE

INA

SA

NIN

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OFE

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OF

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OF

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ING

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AD

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EN

GIN

EE

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FOR

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ING

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'SSO

LER

ESP

ON

SIBI

LITY

TOV

ER

IFY

THA

TTH

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RA

WIN

GR

EPR

ESE

NTS

THE

LATE

ST IN

FOR

MA

TIO

N R

ELA

TIV

E T

O T

HE

PR

OJE

CT.

EVERY PERSON PLANNING TO DIGCALL USA AT 811 PRIOR TO EXCAVATION

FOR MORE INFORMATIONSEE WWW.USANORTH.ORG

BOM

MA

RIT

O W

INE

RY

1109

GA

LLE

RO

N L

AN

EST

. HE

LEN

A, C

A 9

4574

APN

: 030

-080

-00

3PR

OJE

CT:

16.0

14

CIV

IL IM

PRO

VE

ME

NT

PLA

NS

DATE: ISSUE:03/15/19 USE PERMIT

JO

EL D. DIC KERSON

C I V I L

RE

GIS

TERED PROFES SIONA L EN

GIN

EE

R

S TA TE O F C A LIFORNIA

No. 75989Exp. 06-30-20

1485

Mai

n St

reet

, Sui

te 3

02

St. H

elen

a, C

alifo

rnia

945

74Te

l. 70

7-30

2-62

80

SHEET:

USA

NOT FOR CONSTRUCTIONPRELIMINARY GRADING PLAN

GR

AD

ING

PLA

N

UP2.1SCALE IN FEET

0 10'

MA

TCH

LIN

E -

SEE

SH

EE

T C

2.2

1"=10'

3+0

03+

504+

00

4+0

8S4

1° 39

' 41.3

2"E

139.

65'

EP: 4+07.85

S=2.0%

S=2.0%

S=2.0%

S=2.0%

S=2.0%

S=2.0%

FS 166.08

FS 166.08

FS 166.18

FS 166.18

FS 166.18

FG 166.18

FS 165.48FS 165.48

FS 165.08

FS 165.50

FS 165.50

FS 164.92FS 165.08

FS 166.18

FS 165.86

FS 165.91

FS 165.58

FS 165.08

FG 166.18 FS 165.58

FS 165.60

FS 165.58

FS 166.18

FS 165.50FS 165.28

S=2.

0%

S=2.

0%

S=2.

0%

S=2.

0%

FS 166.18

FS 166.18

FS 166.18

FS 166.18

FS 166.18

FS 166.18

S=2.0%

S=2.

0%

RIM 165.88

S=1.5%S=1.0%

S=2.

0%

FS 165.25FS 165.25

S=10%

S=10

%

S=10%

S=10%

S=10

%

S=10

%

<P> 60,000 GALLON WATER TANKON CONCRETE SLAB

25' DIAMETER, 20' HEIGHT

<P> PRODUCTION BUILDINGFF 166.20

<P> TRASH ENCLOSUREFF 165.25 (9' X 16')

<P> FIRE PUMP SHEDFF 165.26 (12' X 18')

OW

NE

RSH

IP O

F D

OC

UM

EN

TS:

THIS

DO

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OF

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EE

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OR

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ALL

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ING

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LER

ESP

ON

SIBI

LITY

TOV

ER

IFY

THA

TTH

ISD

RA

WIN

GR

EPR

ESE

NTS

THE

LATE

ST IN

FOR

MA

TIO

N R

ELA

TIV

E T

O T

HE

PR

OJE

CT.

EVERY PERSON PLANNING TO DIGCALL USA AT 811 PRIOR TO EXCAVATION

FOR MORE INFORMATIONSEE WWW.USANORTH.ORG

BOM

MA

RIT

O W

INE

RY

1109

GA

LLE

RO

N L

AN

EST

. HE

LEN

A, C

A 9

4574

APN

: 030

-080

-00

3PR

OJE

CT:

16.0

14

CIV

IL IM

PRO

VE

ME

NT

PLA

NS

DATE: ISSUE:03/15/19 USE PERMIT

JO

EL D. DIC KERSON

C I V I L

RE

GIS

TERED PROFES SIONA L EN

GIN

EE

R

S TA TE O F C A LIFORNIA

No. 75989Exp. 06-30-20

1485

Mai

n St

reet

, Sui

te 3

02

St. H

elen

a, C

alifo

rnia

945

74Te

l. 70

7-30

2-62

80

SHEET:

USA

NOT FOR CONSTRUCTIONGRADING PLAN

GR

AD

ING

PLA

N

UP2.2SCALE IN FEET

0 10'

MATCH LINE - SEE SHEET C2.1

DS DS

DSDS

DS

DS

DS

DS

DS

DS

DSDS

DS

DS

DS

DS

DS

DS

DS

1"=20

'

TP

TP

TP

GA

LLE

RO

NLN

.

<P> 60,000 GALLON WATER TANKON CONCRETE SLAB25' DIAMETER, 20' HEIGHT

1109 GALLERON LN.

1129 GALLERON LN.

1127 GALLERON LN.

<P> FIRE HYDRANT& FDC

100' WELL SETBACKS

<E> WELL #01DRILLED 197330' SANITARY SEAL

<E> WELL #02DRILLED 2001PERMIT #71055624' SANITARY SEAL

<P> COVERED CRUSH PAD

GA

LLE

RO

NLN

.

<P> PRODUCTION BUILDINGFF 166.20

<P> OFFICES &TASTING ROOM

FF (LOWER) ~167.10FF (UPPER) ~176.10

<E> LEACH FIELDFOR 1109 GALLERON(TO BE PROTECTED)

<E> SEPTIC TANKFOR 1109 GALLERON

TO BE INSPECTED

<E> SEPTIC TANKFOR 1127 GALLERON

<E> LEACH FIELDFOR 1127 GALLERON(TO BE RELOCATED)

<E> LEACH FIELDFOR 1129 GALLERON(TO BE PROTECTED)

<E> SEPTIC TANKFOR 1129 GALLERON

<P> TRASH ENCLOSUREFF 165.25 (9' X 16')

<P> FIRE PUMP SHEDFF 165.26 (12' X 18')

<P> WINERY SEPTICDISPERSAL FIELD3,633 SF

2'' WTR

PWSS

<P> PROCESS WASTE TREATMENT TANKS1-3,000-GALLON SEPTIC TANK1-2,000-GALLON AERATION TANK

<P> DOMESTIC WASTE TANK1-1,500-GALLON SEPTIC TANK

<P> COMBINED WASTE TREATMENT TANKS1-2,000-GALLON RECIRCULATION TANK

3-AX20 TREATMENT UNITS1-3,000 GALLON DOSING TANK

<P> DOMESTIC WASTE SSCOINV ~162.00

<P> PROCESS WASTE SSCOINV ~161.20

WW

W

W W

W W

W

W W W W W

W

WW

6'' FW

6'' FW

6'' F

W6'

' FW

6'' FW

6'' FW

6'' F

W6'

' FW

OW

NE

RSH

IP O

F D

OC

UM

EN

TS:

THIS

DO

CU

ME

NT

AN

DTH

EID

EA

SIN

CO

RPO

RA

TED

HE

RE

INA

SA

NIN

STR

UM

EN

TO

FPR

OFE

SSIO

NA

LSE

RV

ICE

AR

ETH

EPR

OPE

RTY

OF

MA

DR

ON

EE

NG

INE

ER

ING

AN

DA

RE

NO

TTO

BEU

SED

INW

HO

LEO

RIN

PAR

TFO

RA

NY

OTH

ER

PRO

JEC

TW

ITH

OU

TTH

EW

RIT

TEN

AU

THO

RIZ

ATI

ON

OF

MA

DR

ON

EE

NG

INE

ER

ING

.M

AD

RO

NE

EN

GIN

EE

RIN

GW

ILL

NO

TBE

RE

SPO

NSI

BLE

FOR

,O

RLI

ABL

EFO

R,

UN

AU

THO

RIZ

ED

CH

AN

GE

STO

OR

USE

SO

FTH

ESE

PLA

NS.

ALL

CH

AN

GE

STO

THE

PLA

NS

MU

STBE

INW

RIT

ING

AN

DM

UST

BEA

PPR

OV

ED

BYM

AD

RO

NE

EN

GIN

EE

RIN

G.

ITSH

ALL

BETH

EU

SER

'SSO

LER

ESP

ON

SIBI

LITY

TOV

ER

IFY

THA

TTH

ISD

RA

WIN

GR

EPR

ESE

NTS

THE

LATE

ST IN

FOR

MA

TIO

N R

ELA

TIV

E T

O T

HE

PR

OJE

CT.

EVERY PERSON PLANNING TO DIGCALL USA AT 811 PRIOR TO EXCAVATION

FOR MORE INFORMATIONSEE WWW.USANORTH.ORG

BOM

MA

RIT

O W

INE

RY

1109

GA

LLE

RO

N L

AN

EST

. HE

LEN

A, C

A 9

4574

APN

: 030

-080

-00

3PR

OJE

CT:

16.0

14

CIV

IL IM

PRO

VE

ME

NT

PLA

NS

DATE: ISSUE:03/15/19 USE PERMIT

JO

EL D. DIC KERSON

C I V I L

RE

GIS

TERED PROFES SIONA L EN

GIN

EE

R

S TA TE O F C A LIFORNIA

No. 75989Exp. 06-30-20

1485

Mai

n St

reet

, Sui

te 3

02

St. H

elen

a, C

alifo

rnia

945

74Te

l. 70

7-30

2-62

80

SHEET:

USA

NOT FOR CONSTRUCTIONUTILITY PLAN

UTI

LITY

PLA

N

UP3.0SCALE IN FEET

0 20'

WET UTILITY NOTESWASTEWATER1. A CODE-COMPLIANT SYSTEM SHALL BE DESIGNED AND INSTALLED TO TREAT AND DISPOSE OF WINERY PROCESS

WASTE AND DOMESTIC WASTE.2. SEE THE SEPTIC FEASIBILITY REPORT PREPARED BY THIS OFFICE FOR A DETAILED ANALYSIS OF THE PROPOSED

GENERATION OF DOMESTIC AND PROCESS WASTEWATER.3. AN AREA OF 6,800 SQUARE FEET IS REQUIRED TO DISPOSE OF THE WASTEWATER THROUGH SUBSURFACE DRIP LINES.

THE APPROXIMATE LOCATION IS SHOWN ON THE UTILITY PLAN.4. AN AREA OF 13,600 SQUARE FEET IS REQUIRED FOR THE SYSTEM'S RESERVE AREA. THE APPROXIMATE LOCATION IS

SHOWN ON THE COVER SHEET.

WATER1. POTABLE WATER FOR ALL WINERY BUILDINGS SHALL BE PROVIDED BY THE EXISTING WELLS ON-SITE.

FIRE WATER1. ON THE PRELIMINARY UTILITY PLAN, AN ABOVE GROUND WATER STORAGE AND FIRE PUMP SYSTEM ARE SHOWN.

ONE 60,000 GALLON TANK IS PROPOSED.2. A MINIMUM OF 58,000 GALLONS OF WATER STORED IN TANKS MUST BE DESIGNATED FOR FIRE WATER STORAGE.

STORM WATER1. BUILDING DOWNSPOUTS WILL BE ROUTED USING SOLID STORM DRAIN PIPE TO OUTFALL INTO THE SURROUNDING

VINEYARD.2. RUNOFF FROM IMPERVIOUS SURFACES WILL DRAIN INTO THE SURROUNDING VINEYARD.

DRY UTILITY NOTES1. THE PARCEL IS CURRENTLY SERVED BY PG&E VIA JOINT POLES.2. ANY IMPROVEMENTS REQUIRED SHALL BE COORDINATED BY THE CONTRACTOR, OWNER, AND ELECTRICAL DESIGN

CONSULTANT AT THE CONSTRUCTION DOCUMENT PHASE.

EXISTING RESIDENCETO BE CONVERTED

SHEET NO.

JOB NO.

CHECKED BY

DRAWN BY

18-012

JBJ

SHEET CONTENTS

PROJECT

CONSULTANTS

ISSUE DATE

PM

BOMMARITOWINERY

1109 GALLERON LANEST. HELENA, CA 94574

2107 JEFFERSON STREET

NAPA, CALIFORNIA 94559

P (707) 226-7041

T H I S D O C U M E N T A N D T H E I D E A SINCORPORATED HEREIN , AS AN INSTRUMENTOF PROFESSIONAL SERVICE IS THE PROPERTYOF ARCHITECT JAMES JEFFERY, AND IS NOT TOBE USED IN WHOLE OR IN PART FOR ANYP R O J E C T W I T H O U T T H E P R I O R W R I T T E NAUTHORIZATION OF ARCHITECT JAMES JEFFERY.

CIVIL ENGINEERMADRONE ENGINEERING1485 MAIN STREET, SUITE 302ST. HELENA, CA 94574

P: (707) 302-6280

LAND USE PLANNING CONSULTANTJEFFREY REDDING / AICP2423 RENFREW STREETNAPA, CA 94558

P: (707) 255-7275

APN 030-080-003

USE PERMIT SUBMITTAL 3/15/2019

N

E

S

W0'

Scale:

40' 80' 160' 240'

1"=80'-0"

OVERALLEXISTINGSITE PLAN

A1.0

APN: 030

-080

-003

APN: 030

-080

-003

APN: 030

-080

-003

MEE L

ANE

GALLERON R

OAD

A1.0

1 OVERALL EXISTING SITE PLAN

SCALE: 1"=80'-0"

3/14/2019 2:55:15 PM, PRELIMINARY

APN: 030-080-003

APN: 030-080-003

N49°26'10"E

147.82'

N37

°57'41

"W

84.4

5'

N48°2

0'19"

E

949.

42'

N37

°50'00

"W

95.4

9'

N47°1

0'00"

E

225.

09'

N38

°15'51

"W

505.

84'

S46°4

9'57"

W

639.

77'

N38

°09'03

"W

238.

20'

S46°4

9'57"

W

739.

35'

S41°

39'41

"E

887.

78'

PROPOSED PRODUCTION BUILDING

OUTDOOR PRODUCTION AREAS

PROPOSED BUILDING DATA

ACCESSORY (SF)ROOM

TOTAL WINERY FACILITY AREA :

ACCESSORY / PRODUCTION RATIO =

BARREL STORAGE

PRODUCTION (SF)

SUBTOTAL

4,740

(2,536/10,346)

LAB/OFFICE

FERMENTATION 2,378

TOTAL

CRUSH PAD (60' X 40')ACCESSORY (SF)ROOM PRODUCTION (SF) TOTAL

SUBTOTAL

2,400

7,946- 7,946

2,4002,400

PROPOSED HOSPITALITY BUILDING

ACCESSORY (SF)FIRST FLOOR ROOM

BREAK AREA 65

RECEPTION

PRODUCTION (SF)

RESTROOM & HALL

TASTING ROOM

TOTAL

EXEC. OFFICE

OFFICE

OFFICE

ACCESSORY (SF)SECOND FLOOR ROOM PRODUCTION (SF) TOTAL

128

356

267

165

222

TASTING ROOM

BALCONY SEATING 379

95

-

SUBTOTAL -2,536 2,536

12,882 SF

24.51%

112

CODE SYNOPSISTYPE: WINERYNAPA, CALIFORNIAUSE: OFFICES;TASTING;WINERY STORAGE & PRODUCTIONOCCUPANCY: B; S-1; F-1CONSTRUCTION TYPE: V-BZONING: AWFIRE SPRINKLERS: YESFIRE RESISTANCE - 0

747

PROPOSED accessory/production ratio

340

EQUIP. STORAGERESTROOMS & HALL

304

184

RESTROOM & HALL

(P)60,000 GAL.WATER TANK

ON CONC SLAB

SHEET NO.

JOB NO.

CHECKED BY

DRAWN BY

18-012

JBJ

SHEET CONTENTS

PROJECT

CONSULTANTS

ISSUE DATE

PM

BOMMARITOWINERY

1109 GALLERON LANEST. HELENA, CA 94574

2107 JEFFERSON STREET

NAPA, CALIFORNIA 94559

P (707) 226-7041

T H I S D O C U M E N T A N D T H E I D E A SINCORPORATED HEREIN , AS AN INSTRUMENTOF PROFESSIONAL SERVICE IS THE PROPERTYOF ARCHITECT JAMES JEFFERY, AND IS NOT TOBE USED IN WHOLE OR IN PART FOR ANYP R O J E C T W I T H O U T T H E P R I O R W R I T T E NAUTHORIZATION OF ARCHITECT JAMES JEFFERY.

CIVIL ENGINEERMADRONE ENGINEERING1485 MAIN STREET, SUITE 302ST. HELENA, CA 94574

P: (707) 302-6280

LAND USE PLANNING CONSULTANTJEFFREY REDDING / AICP2423 RENFREW STREETNAPA, CA 94558

P: (707) 255-7275

APN 030-080-003

USE PERMIT SUBMITTAL 3/15/2019

N

E

S

W0'

Scale:

40' 80' 160' 240'

1"=80'-0"

OVERALL PROPOSEDSITE PLAN &

BUILDING DATA

A1.1

APN: 030

-080

-003

APN: 030

-080

-003

APN: 030

-080

-003

MEE L

ANE

GALLERON R

OAD

A1.1

1 OVERALL PROPOSED SITE PLAN

SCALE: 1"=80'-0"

LINE OF FEMA ZONE AE - S.C.D.

305'-0"

575'-0"

99'-0"

388'-

4"

791'-

5"

3/14/2019 2:55:16 PM, PRELIMINARY

(P)60,000 GAL.WATER TANK

ON CONC SLAB

SHEET NO.

JOB NO.

CHECKED BY

DRAWN BY

18-012

JBJ

SHEET CONTENTS

PROJECT

CONSULTANTS

ISSUE DATE

PM

BOMMARITOWINERY

1109 GALLERON LANEST. HELENA, CA 94574

2107 JEFFERSON STREET

NAPA, CALIFORNIA 94559

P (707) 226-7041

T H I S D O C U M E N T A N D T H E I D E A SINCORPORATED HEREIN , AS AN INSTRUMENTOF PROFESSIONAL SERVICE IS THE PROPERTYOF ARCHITECT JAMES JEFFERY, AND IS NOT TOBE USED IN WHOLE OR IN PART FOR ANYP R O J E C T W I T H O U T T H E P R I O R W R I T T E NAUTHORIZATION OF ARCHITECT JAMES JEFFERY.

CIVIL ENGINEERMADRONE ENGINEERING1485 MAIN STREET, SUITE 302ST. HELENA, CA 94574

P: (707) 302-6280

LAND USE PLANNING CONSULTANTJEFFREY REDDING / AICP2423 RENFREW STREETNAPA, CA 94558

P: (707) 255-7275

APN 030-080-003

USE PERMIT SUBMITTAL 3/15/2019

N

E

S

W0'

Scale:

8' 16' 32' 48'

1/16"=1'-0"

A1.2

1 ENLARGED PROPOSED SITE PLAN

SCALE: 1/16"=1'-0"

ENLARGEDPROPOSEDSITE PLAN

A1.2

(E) VINEYARD

EMPLO

YEE PARKIN

G

P.A.

P.A.

P.A.

P.A.

CONCRETECRUSH PAD

A/C PAVING

A/C PAVING

22'-0

"

14'-4"

18'-0"

WINERYACCESS ROAD

TASTING ROOMACCESS ROAD

VISITOR PARKIN

G

20' R.

40' R.

20'-6"

8'-0"

19'-0"

5'-0"

STEEL HEADER

(E) VINEYARD

(E) RESIDENCE CONVERTED TO

PROPOSED OFFICES & TASTING ROOM

PROPOSED

PRODUCTION

FACILITY

(P) VAN ACCESSIBLE PARKING

(P) VAN ACCESSIBLEPARKING

(P) FIRE PUMP SHED(12' X 18')

(P) TRASHENCLOSURE

(9' X 16')

26'-0"

22'-0

"

30'-0

"

22'-3"

22'-0"

12'-0

"

23'-1"

10'-4"

(P) BICYCLE PARKING

(P) E.V. PARKING

9'-0"

3/14/2019 2:55:35 PM, PRELIMINARY

A2.1

2 SECOND FLOOR PLAN - EXISTINGSCALE: 1/4"=1'-0"A2.1

1 FIRST FLOOR PLAN - EXISTINGSCALE: 1/4"=1'-0"

N

ES

W

54'-6"

9'-10 1

/2"

32'-2"

4'-7 1

/2"

7'-10

"

26'-2"

2'-11" 5'-3 1/2" 9'-3" 5'-3 1/2" 3'-5"

54'-6"

4'-7"

3'-9 1

/2"

3'-0

"8

'-6

1/2

"2

5'-8

1/2

"8'-10 1

/2"

4'-9"2'-6"

8'-9"

2'-10" 3'-5" 4'-0"

8'-9"

8'-8"

8'-9 1/2"3'-1 1

/2"

3'-0

"1

'-1

"6

'-0

"9

1/2

"

2'-1 1

/2"

14

'-6

"

11'-4"

13'-7"3'-0 1/2"

3'-3 1/2"

12'-7" 4'-1"

8'-5

"3'-4

"

12'-7" 4'-1"

22'-6"

13

'-1

0 1

/2"

14

'-1

1/2

"18'-8"

13'-6"

4'-0"

2'-10" 9'-9"

8'-8

"17'-2"

12'-7" 12'-3"

4'-9 1/2" 4'-4" 1'-7" 4'-9" 1'-7" 4'-4" 4'-9 1/2"

3'-8 1

/2"

20'-4

1/2

"8'-6

"3

'-6

"3'-1

1"

26'-2"

40'-0"

26'-2"

3'-8 1

/2"

15'-0 1

/2"

18'-9"

3'-10"

3'-10"

3'-9

"3

'-6

"3'-1

1"

11'-2"

3'-2 1

/2"

3'-0"

3'-10

1/2

"

10'-1"

12'-11" 12'-6"

4'-11 1/2" 7'-8"

2'-6

"1

1'-2"

3'-9 1

/2"

3'-5

"

5'-8 1

/2"

9'-6"

7'-2

"

10'-9 1/2"

4'-1" 8'-2"

3'-6"

3'-0"

2'-10"

9'-4"

11'-8

1/2

"

10'-10 1/2" 4'-0 1/2" 10'-6"

3'-1 1

/2"

3'-9

"1

'-9"

1'-9

"3

'-6

"2'-11 1

/2"

2'-6"

3'-10 1

/2"

2'-6"

5'-8

1/2

"

6"

5'-8"

6"

7'-0

1/2

"

3'-7 1

/2"

2'-6"

5'-7 1

/2"

7" 2'-6" 7"

3'-3" 3'-7" 4'-2" 3'-0" 4'-2" 3'-7" 3'-3"

4'-2 1/2" 4'-4" 2'-5 1/2" 3'-0" 2'-5 1/2" 4'-4" 4'-2 1/2"

25'-0"

6"

5'-8"

6"

4'-11 1/2" 7'-9 1/2" 6'-5"

8'-6 1/2"

12'-1 1

/2"

3'-0 1

/2"

3'-1 1

/2"

3'-1 1

/2"

10

'-9"

9'-3 1

/2"

8'-11"

4'-5"

3'-4"

5'-5 1

/2"

2'-8 1

/2"

4'-10" 2'-6" 4'-9"

11" 2'-8 1/2" 5'-7 1/2"

4'-7

" 1'-5"

4"

7'-6

"

ENTRYLIVINGroom

KITCHEN

DINING

BEDROOM

BEDROOM

BEDROOM

BEDROOMBEDROOM

BEDROOMBEDROOM

R/R

EXISTINGRESIDENCE

A2.1

FLOOR PLANS

SHEET NO.

JOB NO.

CHECKED BY

DRAWN BY

18-012

JBJ

SHEET CONTENTS

PROJECT

CONSULTANTS

ISSUE DATE

PM

BOMMARITOWINERY

1109 GALLERON LANEST. HELENA, CA 94574

2107 JEFFERSON STREET

NAPA, CALIFORNIA 94559

P (707) 226-7041

T H I S D O C U M E N T A N D T H E I D E A SINCORPORATED HEREIN , AS AN INSTRUMENTOF PROFESSIONAL SERVICE IS THE PROPERTYOF ARCHITECT JAMES JEFFERY, AND IS NOT TOBE USED IN WHOLE OR IN PART FOR ANYP R O J E C T W I T H O U T T H E P R I O R W R I T T E NAUTHORIZATION OF ARCHITECT JAMES JEFFERY.

CIVIL ENGINEERMADRONE ENGINEERING1485 MAIN STREET, SUITE 302ST. HELENA, CA 94574

P: (707) 302-6280

LAND USE PLANNING CONSULTANTJEFFREY REDDING / AICP2423 RENFREW STREETNAPA, CA 94558

P: (707) 255-7275

APN 030-080-003

USE PERMIT SUBMITTAL 3/15/2019

0'

Scale:

2' 4' 8' 12'

1/4"=1'-0"

3/14/2019 2:56:02 PM, PRELIMINARY

A2.2

2 SECOND FLOOR PLAN - PROPOSEDSCALE: 1/4"=1'-0"A2.2

1 FIRST FLOOR PLAN - PROPOSEDSCALE: 1/4"=1'-0"

N

ES

W

OFFICE222 SF

office165 SF

r/r78 SF office

112 SF

reception267 SF

TASTING ROOM356 SF

breakarea

65 SFr/r

56 SF

tastingroom

747 SF

balcony379 SF

8'-8"

7'-9

1/2

"3

'-4"

14'-1 1

/2"

9'-5 1

/2"

2'-10

"7'-9 1

/2"

3'-4"

5'-1

0"

5'-10 1/2"3'-4"7'-9"3'-4"5'-10 1/2"

5'-1

0"

3'-4"

10'-11

"5

'-7"

3'-10"

3'-10"

3'-9 1

/2"

2'-6"

3'-9 1

/2"

10'-1"

5'-7"

3'-4"

9'-1

0"

4'-8" 4'-1" 4'-8"4'-1"

8'-9"8'-9"

54'-6

"

26'-2"

4'-5 1

/2"

12'-7"

14'-1"

12'-3"18'-6 1

/2"

9'-7 1

/2"

9'-7 1

/2"

11'-2"

14'-0"

25'-5"

24'-10"

9'-0" 7'-7 1/2" 12'-3"

8'-9" 8'-9"

7'-0 1

/2"

4'-4 1

/2"

3'-6

"6'-10 1

/2"

3'-6"

6'-10

1/2

"3

'-6"

4'-4 1

/2"

14'-6"

26'-2"

54'-6

"

14'-6"

4'-4 1

/2"

3'-6"

3'-3 1

/2"

3'-10"

3'-9 1

/2"

2'-6"

3'-9 1

/2"

10'-1"

25'-8"

18'-9"

25'-8"

3'-10"

3'-1

0"

3'-6

"4'-4 1

/2"

7'-0 1

/2"

4'-8" 8'-5" 4'-8"8'-5"

26'-2"

9'-1 1

/2"

6'-0" 4'-4 1/2" 18'-10"

32'-7"

14

'-6

"

26'-2"

25'-5"

GENERAL NOTES

1. PRIOR TO WORK, CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS w/EXISTING CONDITIONS. ALL DIMENSION ARE FROM FACE OF STUDS ORFACE OF CONC., UNO. PREFERENCE SHALL BE GIVEN FIRST TO FIELDMEASUREMENTS, SECOND TO THE CALCULATED DIMENSIONS ON THEDRAWINGS RATHER THAN MEASUREMENTS BY SCALE. DO NOT SCALE THEDRAWINGS.

2. EXTERIOR DOORS AND WINDOWS SHALL BE WEATHERSTRIPPED FOURSIDES.

3. FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROMSTRUCTURES; WALKWAYS.

PRODUCTION AREA = 0 SF

ACCESSORY AREA = 2,536 SF

PROPOSED OFFICES BUILDING USE

VERTICALWHEELCHAIR LIFT

PROPOSEDHOSPITALITY

A2.2

FLOOR PLANS

SHEET NO.

JOB NO.

CHECKED BY

DRAWN BY

18-012

JBJ

SHEET CONTENTS

PROJECT

CONSULTANTS

ISSUE DATE

PM

BOMMARITOWINERY

1109 GALLERON LANEST. HELENA, CA 94574

2107 JEFFERSON STREET

NAPA, CALIFORNIA 94559

P (707) 226-7041

T H I S D O C U M E N T A N D T H E I D E A SINCORPORATED HEREIN , AS AN INSTRUMENTOF PROFESSIONAL SERVICE IS THE PROPERTYOF ARCHITECT JAMES JEFFERY, AND IS NOT TOBE USED IN WHOLE OR IN PART FOR ANYP R O J E C T W I T H O U T T H E P R I O R W R I T T E NAUTHORIZATION OF ARCHITECT JAMES JEFFERY.

CIVIL ENGINEERMADRONE ENGINEERING1485 MAIN STREET, SUITE 302ST. HELENA, CA 94574

P: (707) 302-6280

LAND USE PLANNING CONSULTANTJEFFREY REDDING / AICP2423 RENFREW STREETNAPA, CA 94558

P: (707) 255-7275

APN 030-080-003

USE PERMIT SUBMITTAL 3/15/2019

0'

Scale:

2' 4' 8' 12'

1/4"=1'-0"

3/14/2019 2:56:06 PM, PRELIMINARY

A2.3

1 PROPOSED FLOOR PLANSCALE: 1/8"=1'-0"

1

BARRELSTORAGE

4,740 SFFERMENTATION

2,378 SFCOVERED CRUSH PAD

2,400 SF

MECHANICALEQUIP. PAD

-

FLOOR PLAN SHEET NOTESSTAINLESS STEEL FITTINGS TABLE WITH SINK1

equipmentstorage

304 SF

r/r52 SF

lab/office340 SF

r/r52 SF

6" WIDE TRENCH DRAIN

12'-0" X 12'-0" ROLL UP DOOR

2

3

2

22

10'-0" X 10'-0" ROLL UP DOOR4

4

333

70'-0"

22'-0"

8'-0"

30'-0"

60'-0"

59'-8"

7'-0"

7'-8"

44'-6"9'-2" 3'-6"3'-6"

14'-8"

40'-0"

2'-4"

60'-0"

40'-0" 44'-8" 8'-0"

162'-8"

12'-0"2'-8" 10'-0"

24'-0"

14'-0"

59'-8"

40'-8" 81'-4"

8'-1" 6'-0" 21'-4"

59'-4"

14'-4"

29'-8"

8'-11"

20'-9"

3'-0"

2'-6"

21'-0"

9'-0"

25'-0"

5'-0"

8'-1" 6'-0"

2'-6"

12'-9 1

/2"

GENERAL NOTES1. PRIOR TO WORK, CONTRACTOR TO FIELD VERIFY ALL

DIMENSIONS w/ EXISTING CONDITIONS. ALL DIMENSIONARE FROM FACE OF STUDS OR FACE OF CONC., UNO.PREFERENCE SHALL BE GIVEN FIRST TO FIELDMEASUREMENTS, SECOND TO THE CALCULATEDDIMENSIONS ON THE DRAWINGS RATHER THANMEASUREMENTS BY SCALE. DO NOT SCALE THEDRAWINGS.

2. EXTERIOR DOORS AND WINDOWS SHALL BEWEATHERSTRIPPED FOUR SIDES.

3. FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGEAWAY FROM STRUCTURES; WALKWAYS.

PRODUCTION AREA = 10,416 SF

ACCESSORY AREA = 0 SF

PROPOSED

PRODUCTION USE

2 X 6 STEEL STUD INTERIOR WALL

4" INSULATED METAL PANEL OVER4'-0" HIGH CONC OR CMU (TBD)'CRASH WALL'

WALL TYPE LEGEND

63'-0"

2X INTERIOR FURRING WALL

PROPOSEDPRODUCTION

A2.3

FLOOR PLAN

SHEET NO.

JOB NO.

CHECKED BY

DRAWN BY

18-012

JBJ

SHEET CONTENTS

PROJECT

CONSULTANTS

ISSUE DATE

PM

BOMMARITOWINERY

1109 GALLERON LANEST. HELENA, CA 94574

2107 JEFFERSON STREET

NAPA, CALIFORNIA 94559

P (707) 226-7041

T H I S D O C U M E N T A N D T H E I D E A SINCORPORATED HEREIN , AS AN INSTRUMENTOF PROFESSIONAL SERVICE IS THE PROPERTYOF ARCHITECT JAMES JEFFERY, AND IS NOT TOBE USED IN WHOLE OR IN PART FOR ANYP R O J E C T W I T H O U T T H E P R I O R W R I T T E NAUTHORIZATION OF ARCHITECT JAMES JEFFERY.

CIVIL ENGINEERMADRONE ENGINEERING1485 MAIN STREET, SUITE 302ST. HELENA, CA 94574

P: (707) 302-6280

LAND USE PLANNING CONSULTANTJEFFREY REDDING / AICP2423 RENFREW STREETNAPA, CA 94558

P: (707) 255-7275

APN 030-080-003

USE PERMIT SUBMITTAL 3/15/2019

0'

Scale:

4' 8' 16' 24'

1/8"=1'-0"

N

ES

W

3/14/2019 2:56:10 PM, PRELIMINARY

A2.4

2 PROPOSED ROOF PLAN - PRODUCTIONSCALE: 1/8"=1'-0"

N

ES

W

DSDS

DSDS

GENERAL ROOF PLAN NOTES1. STANDING SEAM METAL ROOF - PRODUCTION

BUILDINGEXISTING SHAKE ROOF - HOSPITALITY BUILDING

2. ALL FLASHING SHALL COMPLY WITH SMACNASTANDARDS. VALLEY FLASHING SHALL BE 24 GAMIN; GUTTERS SHALL BE 24 GA MIN. WITH FACTORYFINISH TO MATCH ROOF. PROVIDE EXPANSIONJOINTS AS REQUIRED. DRIP OR EDGE FLASHINGSHALL BE 26 GA METAL TO MATCH ROOF.

3. PROVIDE PRE-FINISHED HALF-ROUND GUTTERSWITH ROUND DOWNSPOUTS IN LOCATIONSINDICATED - TO MATCH EXISTING, TYP.

4. PROVIDE CRICKETS AS REQUIRED FOR DRAINING ATFLAT VALLEYS OR WHERE ROOF INTERSECTSCHIMNEY CHASES. CRICKETS SHALL BEWATERPROOFED W/ SPECIFIED ROOFING MATERIAL.

5. PAINT ALL EXPOSED FLASHING, ROOF VENT, JACKS,ETC. - COLOR TO BE DETERMINED BY ARCHITECT.

6. ALL DOWNSPOUTS SHALL TIE IN TOUNDERGROUND DRAIN SYSTEM AND TERMINATE INPLANTED AREAS.

DS

DS

DS DSDS

DS

DS

A2.4

1 PROPOSED ROOF PLAN - HOSPITALITYSCALE: 1/8"=1'-0"

DS

DS

2'-6"

2'-6"

DS

DS DS

DS DS DS DS

DS DS DS

DS

DS

AWNINGBELOW

AWNING BELOW

5 1/2" HALFROUNDGUTTER - TYP.

4:1

24

:12

4:1

24

:12

4:1

24

:12

PROPOSEDROOF PLAN

A2.4

SHEET NO.

JOB NO.

CHECKED BY

DRAWN BY

18-012

JBJ

SHEET CONTENTS

PROJECT

CONSULTANTS

ISSUE DATE

PM

BOMMARITOWINERY

1109 GALLERON LANEST. HELENA, CA 94574

2107 JEFFERSON STREET

NAPA, CALIFORNIA 94559

P (707) 226-7041

T H I S D O C U M E N T A N D T H E I D E A SINCORPORATED HEREIN , AS AN INSTRUMENTOF PROFESSIONAL SERVICE IS THE PROPERTYOF ARCHITECT JAMES JEFFERY, AND IS NOT TOBE USED IN WHOLE OR IN PART FOR ANYP R O J E C T W I T H O U T T H E P R I O R W R I T T E NAUTHORIZATION OF ARCHITECT JAMES JEFFERY.

CIVIL ENGINEERMADRONE ENGINEERING1485 MAIN STREET, SUITE 302ST. HELENA, CA 94574

P: (707) 302-6280

LAND USE PLANNING CONSULTANTJEFFREY REDDING / AICP2423 RENFREW STREETNAPA, CA 94558

P: (707) 255-7275

APN 030-080-003

USE PERMIT SUBMITTAL 3/15/2019

3/14/2019 2:56:14 PM, PRELIMINARY

A3.14 WEST ELEVATION

SCALE: 1/4"=1'-0" A3.12 NORTH ELEVATION

SCALE: 1/4"=1'-0"

A3.11 SOUTH ELEVATION

SCALE: 1/4"=1'-0"A3.13

EAST ELEVATION

SCALE: 1/4"=1'-0"

SHEET NO.

JOB NO.

CHECKED BY

DRAWN BY

18-012

JBJ

SHEET CONTENTS

PROJECT

CONSULTANTS

ISSUE DATE

PM

BOMMARITOWINERY

1109 GALLERON LANEST. HELENA, CA 94574

2107 JEFFERSON STREET

NAPA, CALIFORNIA 94559

P (707) 226-7041

T H I S D O C U M E N T A N D T H E I D E A SINCORPORATED HEREIN , AS AN INSTRUMENTOF PROFESSIONAL SERVICE IS THE PROPERTYOF ARCHITECT JAMES JEFFERY, AND IS NOT TOBE USED IN WHOLE OR IN PART FOR ANYP R O J E C T W I T H O U T T H E P R I O R W R I T T E NAUTHORIZATION OF ARCHITECT JAMES JEFFERY.

CIVIL ENGINEERMADRONE ENGINEERING1485 MAIN STREET, SUITE 302ST. HELENA, CA 94574

P: (707) 302-6280

LAND USE PLANNING CONSULTANTJEFFREY REDDING / AICP2423 RENFREW STREETNAPA, CA 94558

P: (707) 255-7275

APN 030-080-003

USE PERMIT SUBMITTAL 3/15/2019

0'

Scale:

2' 4' 8' 12'

1/4"=1'-0"

EXISTINGRESIDENCE

A3.1

ELEVATIONS

3/14/2019 2:56:17 PM, PRELIMINARY

A3.24 WEST ELEVATION

SCALE: 1/4"=1'-0" A3.22 NORTH ELEVATION

SCALE: 1/4"=1'-0"

A3.21 SOUTH ELEVATION

SCALE: 1/4"=1'-0"A3.23

EAST ELEVATION

SCALE: 1/4"=1'-0"

612

FIRST FLOOR+0'-0"

SECOND FLOOR+9'-0"

BLDG HEIGHT+25'-6"

ROOF SHINGLES -TO MATCH (E)

CEDAR TRELLIS

CEDAR SIDING -TO MATCH (E)

612

612

612

612

612

SINGLE HUNG WDWTO MATCH (E)

ELEVATION NOTES

· ROSEBURG FOREST PRODUCTS 'BRECKENRIDGE' RESAWN CEDAR SIDINGOR SIMILAR WITH WITH STAIN FINISH

· CLEAR RESAWN CEDAR WITH STAIN FINISH PER PLANS AND DETAILS

· CLEAR RESAWN CEDAR WITH STAIN FINISH PER PLANS AND DETAILS

SIDING

FASCIA ROOFING

STAINGUTTERS & DOWNSPOUTS

WOOD TRIM

· GUTTERS SHALL MATCH (E) & BE 24 GA GALVANIZED ; WITH 3" Ø 24 GAGALVANIZED METAL DOWNSPOUTS. ALL WORK SHALL COMPLY WITHSMACNA STANDARDS.

· ALL DOWNSPOUTS SHALL BE TIED TO SUBSURFACE DRAINAGE SYSTEM,SEE CIVIL DRAWINGS FOR DETAIL.

· SHINGLES TO MATCH (E)

· PAINT ALL ROOF JACKS, VENTS, ETC. TO MATCH SELECTED ROOF COLOR

· TRIM AND TRELLIS: CABOT SEMI-SOLID DECK & SIDING STAIN, ALLEXPOSED EXTERIOR WOOD SURFACES. COLORS TO BE SEMI- SOLID 'DARKSLATE'.

SHEET NO.

JOB NO.

CHECKED BY

DRAWN BY

18-012

JBJ

SHEET CONTENTS

PROJECT

CONSULTANTS

ISSUE DATE

PM

BOMMARITOWINERY

1109 GALLERON LANEST. HELENA, CA 94574

2107 JEFFERSON STREET

NAPA, CALIFORNIA 94559

P (707) 226-7041

T H I S D O C U M E N T A N D T H E I D E A SINCORPORATED HEREIN , AS AN INSTRUMENTOF PROFESSIONAL SERVICE IS THE PROPERTYOF ARCHITECT JAMES JEFFERY, AND IS NOT TOBE USED IN WHOLE OR IN PART FOR ANYP R O J E C T W I T H O U T T H E P R I O R W R I T T E NAUTHORIZATION OF ARCHITECT JAMES JEFFERY.

CIVIL ENGINEERMADRONE ENGINEERING1485 MAIN STREET, SUITE 302ST. HELENA, CA 94574

P: (707) 302-6280

LAND USE PLANNING CONSULTANTJEFFREY REDDING / AICP2423 RENFREW STREETNAPA, CA 94558

P: (707) 255-7275

APN 030-080-003

USE PERMIT SUBMITTAL 3/15/2019

0'

Scale:

2' 4' 8' 12'

1/4"=1'-0"

PROPOSEDHOSPITALITY

A3.2

ELEVATIONS

3/14/2019 2:56:22 PM, PRELIMINARY

TOP PLATE+20'-0"

A3.3

2SOUTH ELEVATION

SCALE: 1/8"=1'-0"

A3.3

1 WEST ELEVATION

SCALE: 1/8"=1'-0"

A3.3

4NORTH ELEVATION

SCALE: 1/8"=1'-0"

A3.3

3EAST ELEVATION

SCALE: 1/8"=1'-0"

4'-0

" STONE VENEEROVER 4' HIGH CONCOR CMU 'CRASH WALL'

BOARD & BATTENSIDING

412

412

412

5'-0

"

14'-9"

STANDING SEAMMETAL ROOF

30

'-1

0"

36'-8 1

/2"

AWNING W/STANDING SEAMMETAL ROOF

STANDING SEAMMETAL ROOF

BOARD & BATTENSIDING

AWNING W/STANDINGMETAL ROOF

TOP PLATE+20'-0"

30'-10"

36'-8 1

/2"

STONE VENEEROVER 4' HIGH CONCOR CMU 'CRASH WALL'

ELEVATION NOTES

· ROSEBURG FOREST PRODUCTS 'BRECKENRIDGE' RESAWN PLAIN, 19/32" A/CEXTERIOR PLYWOOD SIDING WITH WITH 1X4 CLEAR CEDAR BATTENS WITHSTAIN FINISH; COLOR: TBD

· CLEAR RESAWN CEDAR WITH STAIN FINISH PER PLANS AND DETAILS

· CLEAR RESAWN CEDAR WITH STAIN FINISH PER PLANS AND DETAILS

· GUTTERS SHALL BE HALF-ROUND, 24 GA GALVANIZED ; WITH 3" Ø 24 GAGALVANIZED METAL DOWNSPOUTS. ALL WORK SHALL COMPLY WITHSMACNA STANDARDS.

· ALL DOWNSPOUTS SHALL BE TIED TO SUBSURFACE DRAINAGE SYSTEM,SEE CIVIL DRAWINGS FOR DETAIL.

SIDING

FASCIA

GUTTERS & DOWNSPOUTS

WOOD TRIM

ROOFING

STAIN

· STANDING SEAM METAL ROOF. COLOR TBD

· PAINT ALL ROOF JACKS, VENTS, ETC. TO MATCH SELECTED ROOF COLOR

· BOARD & BATTEN: CABOT SEMI-SOLID DECK & SIDING STAIN, ALLEXPOSED EXTERIOR WOOD SURFACES. COLOR TBD

PROPOSEDELEVATIONS

A3.3

SHEET NO.

JOB NO.

CHECKED BY

DRAWN BY

18-012

JBJ

SHEET CONTENTS

PROJECT

CONSULTANTS

ISSUE DATE

PM

BOMMARITOWINERY

1109 GALLERON LANEST. HELENA, CA 94574

2107 JEFFERSON STREET

NAPA, CALIFORNIA 94559

P (707) 226-7041

T H I S D O C U M E N T A N D T H E I D E A SINCORPORATED HEREIN , AS AN INSTRUMENTOF PROFESSIONAL SERVICE IS THE PROPERTYOF ARCHITECT JAMES JEFFERY, AND IS NOT TOBE USED IN WHOLE OR IN PART FOR ANYP R O J E C T W I T H O U T T H E P R I O R W R I T T E NAUTHORIZATION OF ARCHITECT JAMES JEFFERY.

CIVIL ENGINEERMADRONE ENGINEERING1485 MAIN STREET, SUITE 302ST. HELENA, CA 94574

P: (707) 302-6280

LAND USE PLANNING CONSULTANTJEFFREY REDDING / AICP2423 RENFREW STREETNAPA, CA 94558

P: (707) 255-7275

APN 030-080-003

USE PERMIT SUBMITTAL 3/15/2019

0'

Scale:

4' 8' 16' 24'

1/8"=1'-0"

3/14/2019 2:56:26 PM, PRELIMINARY