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OVERFLOW SIDE PARKING - 1 0022 Bk. POR. SEC. 24 T.3N. R.6E., M.D.B.&M. 13 1e rrns MAP r5 FOR q (E)AG WELL PERMANENT PARKING /28 PANZANJ U � ASSESSMENT USE ONC" 0 S S— 1 1 LOT(HATCHED) 24 /'"�u 2021 1 � (D G) (D G) � a ARCHITECTURE im LIJ-1 062 MfIBY DRLWf WAY0 / g----- ------------- 24 11.9 2374 ,'rK p1 17 � 6 25'-0.. 17JIU7 AM u 01 I I Bk. 6� PARKWAYNJA ARCH ITECTU RE os1 ARCHITECT �i I 68 OVE FLOW PARKING o 0o LOT o 212 W PINE STREET,STE#1 LODI,CA 95240 3 65 I o 0 0 0 j 209.400.6080 fig Y1. 70 I • KC AV. 0 00 0 1 p S R 0 0 0 o www.njaarchitecture.com x _• r I :a s a Y art arm Sam ROAD aaeae' - I 4 'e 75 Q an as ,_� Rq au rx a,e Acs„'tsar Aa �j aa+•� )IrirK Y ,aO va an+cx 19 -� n rI E - R. S. Sk 32 Pg. 070 �....a ® o 0 20'-0' QI s r�•w »a17 r ___�'" « • arm'—W _-- C - P. M. 6{k. 18 Pg. 027 raa A[I so• a .vm .�D]]$ f qQ n r. I 8 - R. S. Rk. 31 Pg. 037 ® SID 0 I - I �re• ra' a I A - R. S. OX 26 Pg. 161 CLIENT I &791 *XLAMSON ACT PARCELS (N)SEPTICSYSTEMJAT DHILLON Qrs „,,�.n =IBk.= a.,as x N. I 061 xracsT AP.x.USEDFOR WINERY/ 3725 E ARMSTRONG RD ,«,a = ,« 0 I naR P.R.r PNL r r I I I BREWERY USE SCJ �aT by ' a aM L DI A 95240 ° °a I' Mir « 106%REPLACEMENY ,1 SITE ° - rn I 01 no1=,[r e o I I' _ 1 � �` I a k 2g « I 24 Q I = e 4a�« , 2, I 19 I I I I I 25-C)” PROJECT 23 I I s w i aT w - — L--� --- aT I Assessor's Map Bk.058 Pg.11 I I I I i i i i FOURTY WINERY&BREWERY ARMSIRONC �'�°� ROAD 8 Bk. 25 I Count of San Joa urn, Calif. I 40 26I P5 y NOTE:Assessors Porch N—b—Sbown;�Circles. 059 I y p 3725 EARMSTRONG RD Assessors 8fock Numbers Shown:n Ellipses. LODI CA 95240 I I I PARCEL MAP � 4 I I �IIIIII I I I I I PHASE 1:12 MONTHS PROPOSED STATIC WATER SITE STRUCTURE LEGEND PHASE 2:60 MONTHS PRESSURETANK KEYNOTE USE SF PHASE HT/STORIES VLY O TASTING ROOM 3,000 SF PHASE 1 20FT, 1 STY a PROPOSED(2)5,000 GA TASTING ROOM [2,200] POLY WASTE WATER TANKS / \ SUPPORT SERVICES [800] e e 7 O PRODUCTION 4,000 SF PHASE 1 22 FT, 1 STY e e e e e I (E)DOMESTIC WELL D PROPOSED FOR WINERY I ISE BARREL/TANK STORAGE [2,400] I + \ >S , REFRIGERATED CASE STORAGE [600] — — — — — — COVERED WORK SPACE [800] LAB/OFFICE/STORAGE [200] EXISTING HOUSE/GARAGE 10 BE ULMULU I CO EVENT MULTIPURPOSE BLDG 4,000 SF PHASE 2 24 FT, 1 STY DO FUTURE PRODUCTION 4,000 SF PHASE 2 24 FT,1 STY (E)CHICKEN COOPS TO BE I (E)DOMESTIC WELL 1 DEMOED ' OE CARE TAKER RESIDENCE 1,500 SF EXISTING 24 FT, 1 STY (E)SEPTIC SYSTEM TO BEABANDONED EXISTING SHOP TO BE I _ DEMOED O I rr;4HN A R c SITE INFO - . . - . . - . . - . . - . . - - - -I � - - (E)SEPTIC TANK AND LEACH — J _ — _\FOLD TO REMAIN (E)BARN TO BE DEMOED i ER F-1 1-1 - — — — — 7 11 7 - APN 058-110-44,45&46 — — — * 99 PARCELSF 21 40 ACRES 9r RENEWAL ACRES0 q�� ZONING AG-40 (E)SEPTIC SYSTEM TO BE ABANDONED OF C A A R M S T R O N G R 0 A D REVISIONS No. Description Date 100'-0" or 1 SITE PLAN A1.0 1"=50'-0" VICINITY MAP PARKING REQUIREMENTS KEYNOTES LEGEND GENERAL NOTES PROPERTY LINE 1. PARALLEL TO ANY NATURAL BANK OF A WATERWAY,A NATURAL OPEN SPACE FOR RIPARIAN HABITAT 7. TYP.PARKING LOT LIGHTING TO PROVIDE THE FOLLOWING: CODE SPACES REVD. PROVED. AND WATERWAY PROTECTION SHALL BE MAINTAINED TO PROVIDE NESTING AND FORAGING HABITAT A. 1 FOOT CANDLE THROUGHOUT THE PARKING AREA " li i ', 'II'I I. yL ,,,,•al STANDARD STALLS 36 39 AND THE PROTECTION OF WATERWAY QUALITY.THE MINIMUM WIDTH OF SAID OPEN SPACE SHALL BE B. IGHTING ON TIME CLOCK SYSTEM J � •••••••• ONE HUNDRED(100)FEET,MEASURED FROM THE MEAN HIGH WATER LEVEL OF THE NATURAL BANK OR C. LED W/90 DEGREE CUT OFF AND FLAT LENSES •• ASSUMED ACCESSIBLE PATH OFTRAVEL CBC TABLE IIB-208.2 VAN ACCESSIBLE STALLS 1 1 SITE APPROVAL �� FIFTY(50)FEET BACK FROM THE EXISTING RIPARIAN HABITAT,WHICHEVER IS GREATER.WATER- D. DESIGNED TO DIRECT RAYS ONLY ON THE PARKING LOT AREA IL______ J� j�L _�I ACCESSIBLE STALLS 1 3 PROPOSED BUILDING DEPENDENT USES MAY BE PERMITTED IN THIS BUFFER. TOTAL STALLS 38 43 nl� Iii I 8. LANDSCAPING PROPOSED TO BE AG-VINEYARDS,OLIVETREES&NATIVEVEGETATIONNOTNEEDING 08.18.21 :i W Ivnh•.,aIL.11 ('rNx{ N +�tr ..--- <m<m.� 2. NO EXISTING TREES TO BE REMOVED. IRRIGATION. '� i � 1• Cen[ei I 1 I II PROPOSED OVERFLOW PARKING: 59 PARKING STALLS 3. EXISTING DRAINAGE TO REMAIN UNCHANGED. EXISTING STRUCTURES 4. WINERY WASTE WATER TO BE HAULED OFF SITE. 5. MINIMUM FIRE FLOW AND FLOW DURATION TO BE 4,000 GALLSONS PER MINTUE WITH A 3 HOUR FLOW SITE PLAN j• DURATION.(APPENDIX B TABLE B 105.12015 CFC). NEW CONCRETE WALK FLAT WORK 6. CFC SECTION 503.2.7 FIRE APPARATUS ACCESS ROAD SHALL NOT ALLOW THE PONDING OF WATER.FIRE / APPARATUS APPROACH AND DEPARTURE ANGLES SHALL BE WITHIN LIMIT BY THE FIRE CODE OFFICIAL BASED ON THE FIRE DEPARTMENT'S APPARATUS.CFC SECTION 503.2.8. v ` NEW GRAVEL DRIVEWAY&PARKING M cyll C aase\a I` j oax Z _ I N