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PHASE 1: 12 MONTHS I PHASE 2:60 MONTHS STRUCTURE LEGEND PHASE 3: 120 MONTHS KEYNOTE USE SF PHASE HT/STORIFS O TASTING ROOM 2,800 SF PHASE 1 20FT, 1 STY TASTING ROOM [2,000] I COMMERCIAL KITCHEN (800] SITE P AN PRODUCTION - - -- 8,000 SF PHASE 1 22 FT,1 STY App ICaWn# QA 18 0 0"3 BARREL STORAGE ROOM [4,000] Red1Ved By =- On LCV REFRIGERATED CASE STORAGE [1,500] ARCHITECT NJ ASSOCIATES / \ COVERED WORK SPACE [1,500] 212 W PINE STREET,STEM LODl,CA 95240 ` LAB/OFFICE/STORAGE [1,000] \ 209.400.6080 www.njaar(hitecture.com (2X)COVERED OUTDOOR SEATING 2,000 SF PHASE 1 14 FT, 1 STY / \ � f O COVERED CRUSH PAD 1,500 SIF PHASE 1 22 FT,1 STY CLIENT O PRODUCTION EXPANSION 6,000 SF PHASE 2 22 FT, 1 STY JEREMY WINE COMPANY _.._..-.. 6 W PINE STREET PRODUCTION EXPANSION 6,000 SF PHASE 2 22 FT, 1 STY LODI,CA 95240 / OG PRODUCTION EXPANSION 6,004 SF PHASE 3 22 FT,1 STY , \ PRODUCTION EXPANSION 6,000 SF PHASE 3 22 FT, 1 STY PROJECT Q ` SITE INFO JEREMY WINERY Z 12080 E ACAMPO ROAD LODi,CA 95220 i APN 01727012 PARCEL SF 714,819 SF ACRES 16AI ZONING AG-4G-4 0 \ GENERAL PLAN OS/RC / f \ PERMANATE PARKING: \ PHASE 1: TOTAL-50(38 REQUIRED) (E)POWER LINE \ PHASE 1,2&3: TOTAL-95 TOTAL OVERFLOW-100 / F 16 PL \ LEGEND �Q G T 'l1y s - - i PROPERTY LINE. . (N) PRIVATE WELL, SETBACKS EISIN INY R Y \ -5'from structures NEW BUILDING \ - 100'from septic tanks \ \ r \ - 150'from leach lines FUTURE BUILDINGS - - I � \ -200'from sumps or seepage pits I I \ZS'from property lines. \ NEW CONCRETE WALK/FLAT WORK E BARREL \ -- GRAVEL a \ I 1 ROOM \ i i : SITE NOTES - N-) -' - < 1. Parallel to any natural bank of a waterway,a natural open space for riparian r � - - - \ �I habitat and waterway protection shall be maintained to provide nesting and _ � foraging habitat and the protection of waterwa quality.The minimum width of f. 9 g P Yq Y o \ I said open sace shall be one hundred(100)feet,measured from the mean high water level of the natural bank or fifty(50)feet back from the existing riparian - 9 P ` �, , � abitat, h�chever is greater.Water-dependent uses may be permitted in this J \ obuffer. 2. NO EXISTING TREES TO BE REMOVED _ 3. GRAVEL PARKING AND DRIVEWAY PROPOSED - �. 2000 GAL \ P�' f ARCHITECTS STAMP L1 PARKING SPACES 9'_0" SFPTICTANK \ �p�� i 4. EXISTING DRAINAGE TO REMAIN UNCHANGED. I 'T 5. WINERY WASTE WATER TO REMAIN HAULED OFF SITE 6. PROPOSED PRODUCTION BLDG'B'-PROPOSED PRODUCTION ROOM FOR �n A ASSEBMLY DURING AN ACCESSORY WINE EVENT 7. MINIMUM FIRE FLOW AND FLOW DURATION TO BE 4,000 GALLSONS PER MINTUE 3 HOUR FLOW DURATION.(APPENDIX B TABLE B 105.1 2015 CFC) JOHN A VIERRA 8. CFC SECTION 503.2.7 FIRE APPARATUS ACCESS ROAD SHALL NOT ALLOW THE PONDING OF WATER.FIRE APPARATUS APPROACH AND DEPARTURE ANGLES * C-35199 -_I \ SHALL BE WITHIN LIMIT BY THE FIRE CODE OFFICIAL BASED ON THE FIRE IP 10-31-2019 Q DEPARTMENT'S APPARATUS.CFC SECTION 503.2.8. —�� RENEWAL i f O O -EACH//"R 9. TRAFFIC CALM DEVICES SHALL BE PROHIBITED UNLESS APPROVED BY THE FIRE 9� DATE LINES \ O I CODE OFF. x c A 4050 - - -- -- F _ \ 10. PROPOSED PRODUCTION CAPACITY:SMALL WINERY 11. TYP.PARKING LOT LIGHTING TO PROVIDE THE FOLLOWING: -- 1 FOOT CANDLE THROUGHOUT THE PARKING AREA — — — — — REVISIONS -LIGHTING ON TIME CLOCK SYSTEM 0 3 \ \ - -LED W/90 DEGREE CUT OFF AND FLAT LENSES No. Description Date By R P A E E T \ \ 0 DESIGNED TO DIRECT RAYS ONLY ON THE PARKING LOT PREMIS, E 15 IN IN Y R VICINITYMAP a a C I: ' C?elder pd '.'E Prllis�.ptl Project No.: 18026 I FUTURE OVERFLOW PARKING e \ \ a Drawn By: FM \ Checked By: JV Q EW INFY R \ \ I \ \ SITE E SITE APPROVAL \ 11.19.18 o. ,ver - P,Foster Rn \ \ SITE PLAN AAMPO ROAD x 5 SITE PLAN Y M R,er x� Al A1.1 1"=50'-0" 4s. N S r 1 C� M 3