NAPA COUNTY LAND USE PLAN

Transcription

1 N Graphics

2 NAPA COUNTY LAND USE PLAN * 3646 SMR VINEYARDS WINERY SCALE IN MILES 2 LEGEND * URBANIZED OR NON-AGRICULTURAL Study Area Cities Urban Residential Rural Residential Industrial See Action Item AG/LU regarding agriculturally * * Public-Institutional Napa Pipe Mixed Use OPEN SPACE Agricultural Resource APN B UP TRANSPORTATION L F Mineral Resource Limited Access Highway Major Road American Canyon ULL City of Napa RUL Landfill - General Plan Secondary Road Airport Railroad Airport Clear Zone P14-327_SMR_Vineyards_up1.cdr

3 3646 SMR VINEYARDS WINERY Driveway Driveway STONY HILL VINEYARD BARNETT VINEYARDS SMITH MADRONE VINEYARDS Driveway APN Ac. Driveway AW Driveway SCHWEIGER VINEYARDS # 3646 SMR VINEYARD ROBERT KEENAN WINERY PALOMA VINEYARD Driveway GUILLIAMS LOKOYA DOMAINE CHARBAY WINERY PHILIP VINEYARD Langtry Rd Legend Wineries [ Status Producing Producing, with pending major mod $ Approved # Pending Unknown Zoning Parcels Feet 6 1,2 2,4 3,6 4,8 Napa County Conservation P14-327_SMR_Vineyards_up1.cdr B UP Development and Planning Department

4 3646 SMR VINEYARDS WINERY Existing Conditions Napa County Conservation B UP Development and Planning Department P14-327_SMR_Vineyards_up1.cdr

5 21 APPLIED CIVIL ENGINEERING INCORPORATED 3646 SMR VINEYARD WINERY USE PERMIT CONCEPTUAL SITE PLANS SCALE: 1" = 2,' REG I S F TE RE OR R C VIE U O W SE N ST N PE RU OT RM C FO IT TI O R N (STATE OF CALIFORNIA DEPARTMENT OF PARKS AND RECREATION) DESIGNED BY: M VINEYARD AREA CLEARED UNDER ECP #98233 BUT NOT YET PLANTED (1.± ACRES) (2,9 SF) 7 SEPTIC SYSTEM TEST PIT (TYP) TP #2 TP #8 (E) LEACH FIELD (APPROXIMATE) 7 + SS 1 2+ ' TP #3 1+ TP #4 SEE SHEET C6 SEE SHEET C4 FOR (E) ONSITE DRIVEWAY & (P) IMPROVEMENTS '± + 1 ' APPROXIMATE PROP PRO (E) HOUSE WELL PERT Y LIN E TEST PITS ONE THROUGH EIGHT (TP #1 - TP #8) WERE EXCAVATED BY R.D. SHERILL INC. ON NOVEMBER 7, 2 AND WERE WITNESSED BY MIKE MUELRATH OF APPLIED CIVIL ENGINEERING INCORPORATED AND A REPRESENTATIVE OF THE NAPA COUNTY PLANNING, BUILDING AND ENVIRONMENTAL SERVICES DEPARTMENT ENVIRONMENTAL HEALTH DIVISION (SEE E-72). 2. FADED BACKGROUND REPRESENTS EXISTING TOPOGRAPHIC FEATURES. THE TOPOGRAPHIC INFORMATION AND APRIL 9, 211 AERIAL PHOTOGRAPHS SHOWN ON THE OVERALL SITE PLAN WERE OBTAINED FROM THE NAPA COUNTY GEOGRAPHIC INFORMATION SYSTEM (GIS) DATABASE. THE TOPOGRAPHIC INFORMATION SHOWN ON THE REMAINING SHEETS WAS OBTAINED FROM THE "MAP OF TOPOGRAPHY OF A PORTION OF THE LANDS OF 3646 SPRING MOUNTAIN ROAD" PREPARED BY ALBION SURVEYS, INC., DATED JUNE 23, 214. APPLIED CIVIL ENGINEERING INCORPORATED ASSUMES NO LIABILITY REGARDING THE ACCURACY OR COMPLETENESS OF THE TOPOGRAPHIC INFORMATION NOTES: VINEYARD AREA SUITABLE FOR TREATED PROCESS WASTE IRRIGATION 2 7 (.± ACRES) APN (MICHAEL C. KEENAN) OVERALL SITE PLAN OVERALL SITE PLAN DRIVEWAY PLAN STA 1+ TO STA 23+ DRIVEWAY PLAN STA 23+ TO STA 34+ DRIVEWAY STA + TO STA + WINERY CONCEPTUAL SITE PLAN IMPERVIOUS AREA EXHIBIT 7 SEE SHEET C4 FOR (E) ONSITE DRIVEWAY & (P) IMPROVEMENTS (P) Domestic Water Tank Alternate Location ESTIMATED VOLUME = 3, TO, GALLONS 6+ MAT E OXI (P) FIRE PROTECTION WATER TANK(S) 2 + 1' WELL SETBACK C1 C2 C3 C4 C C6 (P) Domestic Water Tank 7 (,8 SF) SHEET INDEX: 8 TP # 2 TP #6 2 ' 1' WELL SETBACK 7 (E) SPRING 1 (P) SUBSURFACE DRIP DISPOSAL FIELD & 1% RESERVE AREA 1' SETBACK FROM POND TOP OF BANK (TYP) 19 NO (E) POND 1 APPR G:\Projects\-143 Andrew Rudd\Drawings\_In Progress\Use Permit\-143con_OSP.dwg, 2/2/21 :42:3 PM, DWG To PDF.pc3 676'± PROPOSED WINERY (E) "IRRIGATION" WELL 7 1 1' WELL SETBACK (E) BUILDING TO BE REMOVED ERTY LINE APPROXIMATE PROPERTY LINE 1 1 (E) RESIDENCE TO REMAIN 1 APPROXIMATE PROPERTY LINE (3646 SMR VINEYARD LLC) 1 7 (HERNE ROAD LLC) SS (1.8± ACRES) APN TP #7 VINEYARD AREA SUITABLE FOR TREATED PROCESS WASTE IRRIGATION APN (.8± ACRES) (MICHAEL C. KEENAN) 1 APN TP # APPROXIMATE PROPERTY LINE VINEYARD AREA SUITABLE FOR TREATED PROCESS WASTE IRRIGATION (P) 1% RESERVE AREA PROPERTY OWNER & APPLICANT: 3646 SMR VINEYARD LLC CARE OF: ANDREW RUDD 2 NORTH CALIFORNIA BOULEVARD #4 WALNUT CREEK, CA 9496 SITE ADDRESS: 3646 SPRING MOUNTAIN ROAD SAINT HELENA, CA 9474 ASSESSOR'S PARCEL NUMBER: PARCEL SIZE: 6.7± ACRES PROJECT SIZE: 1.7± ACRES ZONING: AGRICULTURAL WATERSHED (AW) DOMESTIC WATER SOURCE: PRIVATE WELL FIRE PROTECTION WATER SOURCE: STORAGE TANK WASTEWATER DISPOSAL: ONSITE TREATMENT AND DISPOSAL PROJECT INFORMATION: SCALE: 1" = 2,' LOCATION MAP '± EK CHECKED BY: 1 7 E CR ILL DRAWN BY: BT DRAFTING (E) DRIVEWAY TO SPRING MOUNTAIN ROAD. SEE SHEETS C2 THROUGH C4 FOR PROPOSED IMPROVEMENTS APPROXIMATE PROPERTY LINE 2 14 SITE 7 APN SEE LOCATION MAP ABOVE RIGHT AND SHEETS C2 THROUGH C3 FOR DRIVEWAY TO SPRING MOUNTAIN ROAD & PROPOSED IMPROVEMENTS CONTOUR INTERVAL: DATE: JANUARY 1, 21 JOB NUMBER: -143 FILE: -143CON_OSP.DWG SHEET C1: FIVE () FEET, HIGHLIGHTED EVERY TWENTY FIVE (2) FEET ORIGINAL SIZE: 24" X 36" REMAINING SHEETS: ONE (1) FOOT, HIGHLIGHTED EVERY FIVE () FEET SCALE: BENCHMARK: SHEET C1: VERTICAL DATUM BASED ON NAVD 88 REMAINING SHEETS: VERTICAL DATUM ASSUMED 4. THE PROPERTY LINES SHOWN ON THESE PLANS DO NOT REPRESENT A BOUNDARY SURVEY. THEY ARE APPROXIMATE AND ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. 8. ACCORDING TO FEMA FIRM COMMUNITY PANEL 6C24E THE SUBJECT PARCEL IS DETERMINED TO BE OUTSIDE OF THE YEAR FLOOD BOUNDARY. SEE FEMA FIRM COMMUNITY PANEL 6C24E FOR MORE INFORMATION. SCALE: 1" = 1' USE PERMIT CONCEPTUAL SITE PLANS OVERALL SITE PLAN M 3646 SMR VINEYARD WINERY 3646 SMR VINEYARD LLC 3646 SPRING MOUNTAIN ROAD SAINT HELENA, CA 9474 NAPA COUNTY APN K 2 ILL CR NO Exp. /31/2 NEER EE 7 1 F ESS I ON PRO AL GI EN ED AS NOTED SHEET NUMBER: C1 OF 6

6 21 APPLIED CIVIL ENGINEERING INCORPORATED 3646 SMR VINEYARD WINERY USE PERMIT CONCEPTUAL SITE PLANS SCALE: 1" = 2,' REG I S F TE RE OR R C VIE U O W SE N ST N PE RU OT RM C FO IT TI O R N (STATE OF CALIFORNIA DEPARTMENT OF PARKS AND RECREATION) DESIGNED BY: VINEYARD AREA CLEARED UNDER ECP #98233 BUT NOT YET PLANTED (1.± ACRES) (2,9 SF) SEPTIC SYSTEM TEST PIT (TYP) 7 + SS 1 TP # '± TP #4 PROPOSED WINERY SEE SHEET C6 (E) POND 1+ 1 ' PRO (E) HOUSE WELL PERT Y LIN E ESTIMATED VOLUME = 3, TO, GALLONS 6+ MAT E SEE SHEET C4 FOR (E) ONSITE DRIVEWAY & (P) IMPROVEMENTS FADED BACKGROUND REPRESENTS EXISTING TOPOGRAPHIC FEATURES. THE TOPOGRAPHIC INFORMATION AND APRIL 9, 211 AERIAL PHOTOGRAPHS SHOWN ON THE OVERALL SITE PLAN WERE OBTAINED FROM THE NAPA COUNTY GEOGRAPHIC INFORMATION SYSTEM (GIS) DATABASE. THE TOPOGRAPHIC INFORMATION SHOWN ON THE REMAINING SHEETS WAS OBTAINED FROM THE "MAP OF TOPOGRAPHY OF A PORTION OF THE LANDS OF 3646 SPRING MOUNTAIN ROAD" PREPARED BY ALBION SURVEYS, INC., DATED JUNE 23, 214. APPLIED CIVIL ENGINEERING INCORPORATED ASSUMES NO LIABILITY REGARDING THE ACCURACY OR COMPLETENESS OF THE TOPOGRAPHIC INFORMATION (MICHAEL C. KEENAN) APN TEST PITS ONE THROUGH EIGHT (TP #1 - TP #8) WERE EXCAVATED BY R.D. SHERILL INC. ON NOVEMBER 7, 2 AND WERE WITNESSED BY MIKE MUELRATH OF APPLIED CIVIL ENGINEERING INCORPORATED AND A REPRESENTATIVE OF THE NAPA COUNTY PLANNING, BUILDING AND ENVIRONMENTAL SERVICES DEPARTMENT ENVIRONMENTAL HEALTH DIVISION (SEE E-72). Potential oak tree replanting areas (typ) (.± ACRES) VINEYARD AREA SUITABLE FOR TREATED PROCESS WASTE IRRIGATION 2 NOTES: OVERALL SITE PLAN OVERALL SITE PLAN DRIVEWAY PLAN STA 1+ TO STA 23+ DRIVEWAY PLAN STA 23+ TO STA 34+ DRIVEWAY STA + TO STA + WINERY CONCEPTUAL SITE PLAN IMPERVIOUS AREA EXHIBIT 7 OXI (P) FIRE PROTECTION WATER TANK(S) 2 + APPR C1 C2 C3 C4 C C6 + 7 APPROXIMATE PROP SHEET INDEX: 8 1' WELL SETBACK ERTY LINE APPROXIMATE PROPERTY LINE 7 TP # (,8 SF) Potential oak tree replanting areas (typ) TP #6 2 ' 1 (P) SUBSURFACE DRIP DISPOSAL FIELD & 1% RESERVE AREA 1' WELL SETBACK 2 (E) SPRING 7 1' SETBACK FROM POND TOP OF BANK (TYP) 19 1 Potential oak tree replanting areas (typ) SEE SHEET C4 FOR (E) ONSITE DRIVEWAY & (P) IMPROVEMENTS NO (E) "IRRIGATION" WELL 7 1 1' WELL SETBACK (E) BUILDING TO BE REMOVED G:\Projects\-143 Andrew Rudd\Drawings\_In Progress\Use Permit\-143con_OSP.dwg, 2/2/21 :42:3 PM, DWG To PDF.pc ' (3646 SMR VINEYARD LLC) 1 (E) RESIDENCE TO REMAIN 423'± 1 (E) LEACH FIELD (APPROXIMATE) 1 SS (1.8± ACRES) (HERNE ROAD LLC) APPROXIMATE PROPERTY LINE 147 TP #7 VINEYARD AREA SUITABLE FOR TREATED PROCESS WASTE IRRIGATION APN TP #2 2 1 TP #1 TP #8 APN APPROXIMATE PROPERTY LINE (.8± ACRES) (MICHAEL C. KEENAN) 7 (P) 1% RESERVE AREA APN '± 14 PROPERTY OWNER & APPLICANT: 3646 SMR VINEYARD LLC CARE OF: ANDREW RUDD 2 NORTH CALIFORNIA BOULEVARD #4 WALNUT CREEK, CA 9496 SITE ADDRESS: 3646 SPRING MOUNTAIN ROAD SAINT HELENA, CA 9474 ASSESSOR'S PARCEL NUMBER: PARCEL SIZE: 6.7± ACRES PROJECT SIZE: 1.7± ACRES ZONING: AGRICULTURAL WATERSHED (AW) DOMESTIC WATER SOURCE: PRIVATE WELL FIRE PROTECTION WATER SOURCE: STORAGE TANK WASTEWATER DISPOSAL: ONSITE TREATMENT AND DISPOSAL 1 VINEYARD AREA SUITABLE FOR TREATED PROCESS WASTE IRRIGATION PROJECT INFORMATION: 2 1 SCALE: 1" = 2,' LOCATION MAP CHECKED BY: 1 M EEK CR L IL DRAWN BY: BT DRAFTING (E) DRIVEWAY TO SPRING MOUNTAIN ROAD. SEE SHEETS C2 THROUGH C4 FOR PROPOSED IMPROVEMENTS APPROXIMATE PROPERTY LINE 2 14 SITE 7 APN SEE LOCATION MAP ABOVE RIGHT AND SHEETS C2 THROUGH C3 FOR DRIVEWAY TO SPRING MOUNTAIN ROAD & PROPOSED IMPROVEMENTS CONTOUR INTERVAL: DATE: JANUARY 1, 21 JOB NUMBER: -143 FILE: -143CON_OSP.DWG SHEET C1: FIVE () FEET, HIGHLIGHTED EVERY TWENTY FIVE (2) FEET ORIGINAL SIZE: 24" X 36" REMAINING SHEETS: ONE (1) FOOT, HIGHLIGHTED EVERY FIVE () FEET SCALE: BENCHMARK: SHEET C1: VERTICAL DATUM BASED ON NAVD 88 REMAINING SHEETS: VERTICAL DATUM ASSUMED 4. THE PROPERTY LINES SHOWN ON THESE PLANS DO NOT REPRESENT A BOUNDARY SURVEY. THEY ARE APPROXIMATE AND ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. 8. ACCORDING TO FEMA FIRM COMMUNITY PANEL 6C24E THE SUBJECT PARCEL IS DETERMINED TO BE OUTSIDE OF THE YEAR FLOOD BOUNDARY. SEE FEMA FIRM COMMUNITY PANEL 6C24E FOR MORE INFORMATION. SCALE: 1" = 1' USE PERMIT CONCEPTUAL SITE PLANS OVERALL SITE PLAN M 3646 SMR VINEYARD WINERY 3646 SMR VINEYARD LLC 3646 SPRING MOUNTAIN ROAD SAINT HELENA, CA 9474 NAPA COUNTY APN K 2 ILL CR NO Exp. /31/2 NEER EE 7 1 F ESS I ON PRO AL GI EN ED AS NOTED SHEET NUMBER: C1 OF 6

7 21 APPLIED CIVIL ENGINEERING INCORPORATED MATCHLINE STA + REG I STERED PROFESS IONA L NO Exp. /31/2 FOR USE PERMIT ENG I NEER REVIEW NOT FOR CONSTRUCTION DESIGNED BY: DRAWN BY: BT DRAFTING CHECKED BY: DRIVEWAY WIDENING CONCEPT PLAN STA 1+ TO STA + SCALE: 1" = 2' LEGEND: COMPACTED CLASS 2 AB SHOULDER 3646 SMR VINEYARD WINERY USE PERMIT CONCEPTUAL SITE PLANS COBBLE LINED DRAINAGE SWALE G:\Projects\-143 Andrew Rudd\Drawings\_In Progress\Use Permit\-143con_DRWY-1.dwg, 2/2/21 :43: PM, DWG To PDF.pc3 MATCHLINE STA + DRIVEWAY WIDENING CONCEPT PLAN STA + TO STA 23+ SCALE: 1" = 2' MATCHLINE STA SMR VINEYARD LLC 3646 SPRING MOUNTAIN ROAD SAINT HELENA, CA 9474 NAPA COUNTY APN DATE: JANUARY 1, 21 JOB NUMBER: -143 FILE: -143CON_DRWY-1.DWG ORIGINAL SIZE: 24" X 36" SCALE: AS NOTED SHEET NUMBER: C2 OF 6

8 21 APPLIED CIVIL ENGINEERING INCORPORATED MATCHLINE STA 23+ REG I STERED PROFESS IONA L NO Exp. /31/2 FOR USE PERMIT ENG I NEER REVIEW NOT FOR CONSTRUCTION MATCHLINE STA 29+ DESIGNED BY: DRAWN BY: BT DRAFTING CHECKED BY: DRIVEWAY WIDENING CONCEPT PLAN STA 23+ TO STA 29+ SCALE: 1" = 2' LEGEND: COMPACTED CLASS 2 AB SHOULDER COBBLE LINED DRAINAGE SWALE APPROXIMATE 4' WIDE RIGHT OF WAY ALONG EXISTING OCCUPATIONAL CENTERLINE 3646 SMR VINEYARD WINERY USE PERMIT CONCEPTUAL SITE PLANS G:\Projects\-143 Andrew Rudd\Drawings\_In Progress\Use Permit\-143con_DRWY-2.dwg, 2/2/21 :43:28 PM, DWG To PDF.pc3 MATCHLINE STA 29+ DRIVEWAY WIDENING CONCEPT PLAN STA 29+ TO STA 34+ SCALE: 1" = 2' MATCHLINE STA SMR VINEYARD LLC 3646 SPRING MOUNTAIN ROAD SAINT HELENA, CA 9474 NAPA COUNTY APN DATE: JANUARY 1, 21 JOB NUMBER: -143 FILE: -143CON_DRWY-2.DWG ORIGINAL SIZE: 24" X 36" SCALE: AS NOTED SHEET NUMBER: C3 OF 6

9 21 APPLIED CIVIL ENGINEERING INCORPORATED MATCHLINE STA 6+ (E) GRAVEL DRIVEWAY (E) PAVED DRIVEWAY (E) TREES LIMIT FURTHER WIDENING (P) DRIVEWAY ' 1'± (E) DRIVEWAY (E) TREES LIMIT FURTHER WIDENING REG I STERED PROFESS IONA L NO Exp. /31/2 DESIGNED BY: ENG I NEER FOR USE PERMIT REVIEW NOT FOR CONSTRUCTION NOTE: (P) DRIVEWAY WIDTHS INCLUDE PAVED SURFACE AND SHOULDERS. A MAXIMUM OF 2' OF THE PROPOSED WIDTH SHALL BE USED FOR SHOULDERS. DRAWN BY: BT DRAFTING CHECKED BY: NOTE: IT IS INTENDED THAT ALL TREES OUTSIDE OF THE LIMITS OF GRADING WILL BE SAVED HOWEVER, EARTHWORK FOR DRIVEWAY CONSTRUCTION MAY IMPACT TREES AND LEAD TO REMOVAL OF ADDITIONAL TREES THAT ARE ADJACENT TO THE LIMITS OF WORK. (E) GRAVEL DRIVEWAY (E) PAVED DRIVEWAY DRIVEWAY WIDENING CONCEPT PLAN STA + TO STA 6+ SCALE: 1" = 2' MATCHLINE STA 34+ SECTION A-A SCALE: 1" = 1' 3646 SMR VINEYARD WINERY USE PERMIT CONCEPTUAL SITE PLANS G:\Projects\-143 Andrew Rudd\Drawings\_In Progress\Use Permit\-143con_DRWY-4.dwg, 2/2/21 :44:23 PM, DWG To PDF.pc3 NOTE: IT IS INTENDED THAT ALL TREES OUTSIDE OF THE LIMITS OF GRADING WILL BE SAVED HOWEVER, EARTHWORK FOR DRIVEWAY CONSTRUCTION MAY IMPACT TREES AND LEAD TO REMOVAL OF ADDITIONAL TREES THAT ARE ADJACENT TO THE LIMITS OF WORK. DRIVEWAY WIDENING CONCEPT PLAN STA 6+ TO STA + SCALE: 1" = 2' NOTE: (P) DRIVEWAY WIDTHS INCLUDE PAVED SURFACE AND SHOULDERS. A MAXIMUM OF 2' OF THE PROPOSED WIDTH SHALL BE USED FOR SHOULDERS. MATCHLINE STA SMR VINEYARD LLC 3646 SPRING MOUNTAIN ROAD SAINT HELENA, CA 9474 NAPA COUNTY APN DATE: JANUARY 1, 21 JOB NUMBER: -143 FILE: -143CON_DRWY-4.DWG ORIGINAL SIZE: 24" X 36" SCALE: AS NOTED SHEET NUMBER: C4 OF 6

10 21 APPLIED CIVIL ENGINEERING INCORPORATED REG I STERED PROFESS IONA L NO Exp. /31/2 ENG I NEER FOR USE PERMIT REVIEW NOT FOR CONSTRUCTION DESIGNED BY: DRAWN BY: BT DRAFTING CHECKED BY: 3646 SMR VINEYARD WINERY USE PERMIT CONCEPTUAL SITE PLANS WINERY CONCEPTUAL SITE PLAN G:\Projects\-143 Andrew Rudd\Drawings\_In Progress\Use Permit\-143con_SITE.dwg, 2/2/21 :4:27 PM, DWG To PDF.pc3 WINERY CONCEPTUAL SITE PLAN SCALE: 1" = 2' 3646 SMR VINEYARD LLC 3646 SPRING MOUNTAIN ROAD SAINT HELENA, CA 9474 NAPA COUNTY APN DATE: JANUARY 1, 21 JOB NUMBER: -143 FILE: -143CON_SITE.DWG ORIGINAL SIZE: 24" X 36" SCALE: AS NOTED SHEET NUMBER: C OF 6

11 21 APPLIED CIVIL ENGINEERING INCORPORATED REG I STERED PROFESS IONA L NO Exp. /31/2 ENG I NEER FOR USE PERMIT REVIEW NOT FOR CONSTRUCTION DESIGNED BY: DRAWN BY: BT DRAFTING CHECKED BY: 42,83± SF 4,76± SF WINERY COVERAGE AREA WINERY DEVELOPMENT AREA 3646 SMR VINEYARD WINERY USE PERMIT CONCEPTUAL SITE PLANS IMPERVIOUS SURFACE EXHIBIT G:\Projects\-143 Andrew Rudd\Drawings\_In Progress\Use Permit\-143con_IMPERV.dwg, 2/2/21 :4:2 PM, DWG To PDF.pc3 IMPERVIOUS SURFACE EXHIBIT SCALE: 1" = 4' 3646 SMR VINEYARD LLC 3646 SPRING MOUNTAIN ROAD SAINT HELENA, CA 9474 NAPA COUNTY APN DATE: JANUARY 1, 21 JOB NUMBER: -143 FILE: -143CON_IMPERV.DWG ORIGINAL SIZE: 24" X 36" SCALE: AS NOTED SHEET NUMBER: C6 OF 6

12 Irrigation Notes DIRT 1. Irrigation system shall be installed in conformance with all applicable state and local codes and ordinances, by licensed contractors and experienced workers. The contractor shall coordinate with related contractors to complete the entire irrigation system, including the electrical hook-up for automatic controller. The contractor shall obtain and pay for all required permits and fees relating to the work. 2. Spray irrigation shall be used unless noted otherwise. Pop-up heads shall be used adjacent to all drives, paths, and in all lawn areas. Coordinate all irrigation types with the landscape architect. New trees shall be irrigated with bubblers, 2 per tree, see legend for bubbler type. Bubblers shall be included on that area's valve (the tree will be watered during that area's water cycle). 3. The contractor shall install a "design build" underground automatic irrigation system. Areas noted are valving guides only and are to illustrate different water requirements of microclimates. The system shall have 1% coverage for planting areas on the site. An as-built drawing is to be provided to the landscape architect upon completion and acceptance of the irrigation system. Locate spray heads 24" from buildings and " from paving. Use MPR series nozzles by Hunter on spray bodies to match existing standards. 4. The contractor shall install complete and coordinated equipment. No partial substitutions or incomplete components shall be installed.. The contractor shall verify all existing conditions and water pressure. The contractor shall verify the location of existing underground utilities and structures prior to the excavation of trenches or holes. Contractor is to repair any damage caused by or during the performance of this work at no additional cost to the owner. existing rock stack to remain Point of Connection - coordinate with winery improvements existing tree to remain 6. The irrigation plan is diagrammatic. Parallel pipes may be installed in a common trench. Pipes shall have 3" horizontal separation, and are not to be installed directly above one another. Adjust heads to achieve best coverage. Locate piping in planting areas whenever possible. Valve boxes shall be in groundcover/shrub areas. They shall not be located in any lawn area. 7. All pipes shall be schedule 4 pvc or upgraded. existing residence to remain dg terrace steps steps C Irrigation Legend symbol description remarks main line 2" dia, sch 4 pvc, solvent weld joints by IPS glue and primer lateral line sch 4 pvc, size varies, solvent weld by IPS glue and primer landing W I N E R Y existing rock stack to remain access sleeve backflow preventer 4" dia sch 4 pvc, " cover, extend 24" beyond paving and mark with stakes above grade Febco 82Y or equal, installed on galv risers and fittings for stability remote control valve Hunter ICV filter sentry series with 3M wire splice kits shut off valve at valve manifold: 2" plastic butterfly valve submit sample, in Carson valve box on main: American Flow Control 2 series, RWGV1, in Carson valve box deck covered receiving C hose bibb controller Rainbird 33DNP, 3/4" quick coupler in Carson valve box provide - 33DK valve key with SH adapter and cover keys Hunter ACC decoder controller, with ICR remote control *** review valve and controller system carefully *** TBD spray head Hunter MPR series rotating nozzles shrub / meadow body Hunter INST CV, " pop up with check valve, with 24" cobra fitting existing tree to remain Partial Site Plan Scale: 1" = 2 ft 2 4 FT CLEAVER DESIGN 3646 SMR Vineyard Winery Napa County landscape architects 1 Vacation Drive Lafayette, CA 9449 P CA reg # 414 Irrigation Plan L-2 1 8SEP214 issued for review No. Date Issue Notes This drawing is the property of Cleaver Design Associates. Any unauthorized use in part or in whole without written permission is prohibited.

13 Instructions Rudd Winery Project, Lafayette, CA Maximum Applied Water Allowance Calculations for New and Rehabilitated Landscapes DIRT Cells with pale blue background are for entering data Enter value in Pale Blue Cells Results show in cells with tan background Messages and warnings are displayed in cells with yellow background 1) Select city by clicking on pale blue cell and Tan Cells Show Results Messages and Warnings choosing a city from the drop down menu Click on the blue cell on right to Pick City Name St Helena Name of City ETo appears in the tan cell below the name of the city ETo of City from Appendix A 44.1 ET 2) Enter total landscape area, including Special Landscape Area (SLA) Enter total landscape including SLA 11,78. LA (ft SLA means an area of the landscape dedicated solely to edible plants, areas irrigated with recycled water, water features using recycled water and areas dedicated to active play such as parks, sports fields, golf courses, and where turf provides a playing surface. 3) Enter square footage of SLA, if any Enter Special Landscape Area. SLA (ft Required for additional water for SLA (.3 ETAF accounts for the additional water) Results: 4) MAWA results appear in the tan cells MAWA = (ET 22,41.33 Gallons 3,1.9 Cubic Feet 31.1 HCF.69 Acre-feet.23 Millions of Gallons existing rock stack to remain existing tree to remain MAWA calculation incorporating Effective Precipitation (Optional) existing residence to remain dg terrace steps steps Hydrozone 1 - Seeded Area-2946 sq ft Hydrozone 1 - Seeded Area-264 sq ft ) If you are considering effective precipitation (Eppt), enter the value. Eppt is 2% of total annual ETo of City from Appendix A Landscape Area Special Landscape Area Rudd Winery Project, St Helena, CA 44.1 ET 11,78. LA (ft. SLA (ft precipitation Enter Effective Precipitation. Eppt (in/yr) 6) For comparison, MAWA without effective precipitation is displayed below MAWA without Eppt (Gallons) Results: 22,41.33 MAWA=(ET - Gallons - Cubic Feet - HCF - Acre-feet - Millions of Gallons -Olea 'Swan Hill' landing Hydrozone 2-66 sq ft 2-ARC EME 1-ARC HOW 1-LAV PRO W I N E R Y existing rock stack to remain Estimated Total Water Use Equation: ETWU = (ET Cleaver Design Associates RLA Enter values in Pale Blue Cells Tan Cells Show Results Messages and Warnings Enter Irrigation Efficiency (equal to or greater than.71).8 Hydrozone 1 - Seeded Area-74 sq ft Hydrozone 2-64 sq ft -ARC EME 8-ARC HOW 8-LAV PRO deck covered receiving Irrigation Efficiency Default Value.71 Plant Water Use Type Plant Factor Low -.3 Medium High.7-1. SLA 1. Hydrozone Plant Water Use Type (s) (low, medium, high) Plant Factor (PF) Hydrozone Area (HA) (ft PF x HA (ft 1 Medium.4 1, Low.2 1,1 2,38 3,192 SLA 1 Sum 11,78 Hydrozone 2-1 sq ft 2-ARC EME 1-ARC HOW 1-LAV PRO existing tree to remain Results MAWA = 22,41 ETWU= 2,434 Gallons ETWU complies with MAWA,367 Cubic Feet 4 HCF.38 Acre-feet. Millions of Gallons Hydrozone 1 - Seeded Area-227 sq ft Cleaver Design Associates RLA Hydrozone 1 - Seeded Area-23 sq ft 7-Olea 'Swan Hill' Hydrozone 1 - Seeded Area-3389 sq ft Partial Site Plan Scale: 1" = 2 ft 2 4 FT Planting Notes 1. All new planting areas shall receive 1% coverage from an automatic, underground irrigation system. The system shall be valved with similar planting and sun/shade conditions. All new trees shall be watered with bubblers. 2. The landscape contractor shall perform an agricultural suitability test for the existing soil. The landscape contractor shall amend the soil per the recommendations in the report. 3. All planting area finished grades with a slope of 3:1 or greater shall receive a layer of jute mesh placed under the mulch, secured with metal staples. 4. Planting areas shall receive a 2" layer of % compost and % mini mulch fir bark. This should be spread after container planting. The contractor shall provide a sample to the landscape architect prior to shipping to site.. These drawings are based on information supplied by the Taylor Lombardo Architects LLC and Applied Civil Engineering Inc. Plant List Trees OLE SH Olea 'Swan Hill' Fruitless Olive 24" box Y L Category ARC EME Arctostaphylos 'Emerald Carpet' Emerald Carpet Manzanita 39 1 gallon Y Y L Shrubs ARC HOW Arctostaphylos densiflora 'Howard McMinn' Howard McMinn Manzanita 19 1 gallon Y Y L Perennials LAV PRO Lavandula x intermedia 'Provence' Provence French Lavender 19 1 gallon Y L CLEAVER DESIGN landscape architects 1 Vacation Drive Lafayette, CA 9449 P CA reg # SMR Vineyard Winery Napa County Landscape Plan L-1 1 8SEP214 issued for review No. Date Issue Notes This drawing is the property of Cleaver Design Associates. Any unauthorized use in part or in whole without written permission is prohibited.

14 Design Concept Sketch (not to scale) Project Team CLIENT: PLANNING/PERMITS: CIVIL ENGINEER: 3646 SMR Vineyard LLC Andrew Rudd PLANS 4 WINE Donna Olford APPLIED CIVIL ENGINEERING 2 North California Blvd. Ste 4 Walnut Creek, CA Pinot Way St. Helena, CA 9474 T: dboldford@aol.com LANDSCAPE ARCHITECT: ARCHITECT: CLEAVER DESIGN ASSOCIATES Bob Cleaver TAYLOR LOMBARDO ARCHITECTS LLP 1 Vacation Drive Lafayette, CA 9449 T: F: bob@cleaverdesign.com Tom Taylor x2 Maggie Judge x29 Mike Muelrath N 274 West Lincoln Avenue Napa, CA 948 T: F: mmuelrath@appliedcivil.com 4 Hotaling Place San Francisco, CA T: F: tom@taylorlombardo.com maggie@taylorlombardo.com N Location Map (not to scale) Plot Plan scale: 1"=3' Square Footages Building Area Summary Production vs Ancillary Total Net Usable Areas by Type Net Production Net Ancillary Project Data Index of Drawings Site Address: 3646 Spring Mountain Road Saint Helena, CA 9474 A Cover Sheet C1 C2 C3 C4 C C6 Overall Site Plan Driveway Plan Driveway Plan Driveway Plan Winery Conceptual Site Plan Impervious Area Exhibit L1 L2 Landscape Plan Irrigation Plan A1 A2 A3 Cellar + First Floor Plan Second Floor + Roof Plan Elevations Exterior Spaces included. 7,44 Total Net Usable Areas 1,1 8,9 Ancillary Percentage of Total Net Production Area: approximate property line 2.9% Zoning District: AW Building Area Details BUILDING AREAS ROOM NAME/ TYPE PRODUCTION CELLAR Main Barrel Room Stair #2 Vestibule Covered Work Area Storage (e) pond Cellar Sub Total Net Usable Area Cellar Total Net Usable Area H w y 8 FIRST FLOOR Fermentation Mechanical/Storage Lab Toilet #1 Lounge/Office Hall Stair Kitchen Toilet #2 Tasting ANCILLARY Project Scope: New Winery Building 2, ,88 3,88 1, First Floor Sub Total Net Usable Area First Floor Total Net Usable Area sp 2,868 g m ro ou ad nt ain 997 elevation reference Second Floor Sub Total Net Usable Area Second Floor Total Net Usable Area - Main Building Sub Total Net Usable Area Main Building Total Net Usable Area 6, section reference 1,1 8,277 OUTDOOR AREA ROOM NAME/ TYPE project site Symbols Legend 3,86 SECOND FLOOR Stair Work Stations Office rin Use Group & Occupancy: Rural Homesite; F-1, A-2, M, B AREA (SF) proposed building Assessor's Parcel Number: datum or work point AREA (SF) Covered Receiving Area Outdoor Sub Total Net Usable Area Total Net Usable Area PRODUCTION ANCILLARY 678 TOTAL TYPE AREA (SF) BUILDING COVERED OUTDOOR AREA Sub Total Net Usable Area Total Net Usable Area 3646 SMR Vineyard 3646 Spring Mountain Road St. Helena, CA, 9474 APN Cover Sheet Taylor Lombardo Architects (1) PRODUCTION 6, ,44 ANCILLARY 1,1 1,1 8,9 revision: date: job no: Conditional1/2/14 Use Permit drawn: MJ checked: TT scale: as noted date: sheet no: A

15 retaining walls 86'-1" 86'-1" 22'-" 36'-" 23'-1" 22'-" 31'-11" 28'-4" 3'-1" Covered Work Area 474 S.F. blending tanks 3 6'-7" 32'-4" 28'-3" up up Vestibule 339 S.F. Cellar 2627 S.F. Storage 3 S.F. 46'-9" 14'-" 32'-4" 4 dn dn Kitchen 34 S.F. Tasting 447 S.F. up dn Toilet #2 Hall 6 S.F. 34 S.F. concrete tanks Lounge /Office 8 S.F. Lab 8 S.F. Toilet #1 49 S.F. up up Mech/Stor. catwalk (+6'-") Fermentation ('-") 31 S.F. (+6'-") 36 S.F. Covered Receiving 67. S.F. (+6'-") roof above 2 sliding doors entry catwalk (+6'-") outline of roof above stone terrace 1 1 Cellar Floor Plan scale: 1/8"=1'-" 2 Main Floor Plan scale: 1/8"=1'-" 3646 SMR Vineyard Cellar + First Floor Plan revision: date: Conditional Use Permit job no: drawn: MJ sheet no: 3646 Spring Mountain Road St. Helena, CA, 9474 APN scale: 1/8" = 1'-" checked: TT date: A1

16 22'-" 8'-2 1/2" 3 3 standing seam metal roofing, typ. dn 3 : 266 S.F. 4 32'-4" '-6 1/2" Office 9 S.F. ws ws roof below : 2 1'-9 1/2" 3 : 6 : 3 : 6 : 6 : open to Tasting Room below 6 : line of building below shown dashed line of roof above Office Level Floor Plan scale: 1/8"=1'-" 2 Roof Plan scale: 1/8"=1'-" 3646 SMR Vineyard Second Floor + Roof Plan revision: date: Conditional Use Permit job no: drawn: MJ sheet no: 3646 Spring Mountain Road St. Helena, CA, 9474 APN scale: 1/8" = 1'-" checked: TT date: A2

17 ridge wood support bracket metal roofing, typ. wood siding, typ. wood truss ridge roof midpoint roof midpoint at receiving 3 6 ± 27'-4 3/8" ±21'-6 7/8" sliding doors open to beyond ± 2'-6" ± 22'-1" ± '-1" receiving 3 stone terrace 6'-" fermentation sliding wood doors '-" Tasting Room entry cellar 1 South Elevation scale: 1/8"=1'-" 2 East Elevation scale: 1/8"=1'-" ridge metal louvers roof midpoint ridge 6 roof midpoint roof midpoint 3 3 ± 2'-6" ± 22'-1" open to beyond stone terrace beyond ± 23'-11 1/2" ± 27'-8 1/2" ± 22'-4 1/2" receiving 6'-" 3 fermentation stair to cellar beyond concrete retaining wall 3 North Elevation scale: 1/8"=1'-" 4 West Elevation scale: 1/8"=1'-" 3646 SMR Vineyard Elevations revision: date: Conditional Use Permit job no: drawn: MJ sheet no: 3646 Spring Mountain Road St. Helena, CA, 9474 APN scale: As Noted checked: TT date: A3

18 ± ± ± Water Storage Tank Scale: 1/8" = 1'-" 3646 Spring Mountain Road St. Helena, CA 9474 APN proj. no. 142 date: 2.3.