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— - LEGEND:
<br /> N J
<br /> ACCESSGR
<br /> •
<br /> S MAP. VICINITY MAP. STRUCTURE LEGEND PROPERTY LINE
<br /> STRUCTURE SQUARE FOOTAGE PHASE HEIGHTISTORY """"`• ACCESSIBLE PATH OF TRAVEL A
<br /> FL__
<br /> ... 1rR5 AWP+s F� HWY 12 EVICTOR RD R�aLrr rRA�r ASSEs�wr U5E O .y 049-1wIHE[ELLAR 2,4005f 1 26FT,15TDRY (N)BUILDING/TENANT IMPROVEMENT
<br /> � s ° T2POR. N.E- 1/4 SEC. 8, r.3N. R-7E., M.D.B.&M. LU
<br /> ................ ¢ TRELLISAREAB 1,3905F I STORY}. ❑- � �,,,�,� � {E)BUILDING
<br /> _�,.,...P9�«ti . � .,. E PINE ST
<br /> ..�.�.�«,. UE PINE ST II Assessor's
<br /> County of Send oaqurin, CalifGA2EB0 500Sf 15TORY j i f; ,n...cs. aan rs esw rr 7
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<br /> 1 DO (EXISTING)RESIDENCE 15TORY
<br /> SARGENTF13
<br /> E SARGENT RD ARCHITECT
<br /> NJA ARCHITECTURE
<br /> �e � .� � I � PROJECT -
<br /> - 7 7 4x Q rH `. 7 E (EXISTING)GARAGE 1 STORY
<br /> y` 3 AN i E LQDI AVE ` SITE HIG INFO: PHASE 1:IS MONTHS (N)LANDSCAPING,U.d,N.-S.L,D,
<br /> 212 W PINE STREET,STE#1
<br /> PHA
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<br /> LODI,CA 95240
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<br /> os , U E REALTY RD 2{19.400.6D8(�
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<br /> F_R.S,6*,x�,05 �I RAHIL JAIN AND SWATi JHAWAR
<br /> a i c-R a ea.x vo.p3r
<br /> _ .��.x�.,rs GENERAL NOTES.
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<br /> ' n zi4 �2„ 4 a'000� z<® K-n.w.ea.03 Pp.mg i � w SAN JOSE,CA 9512$
<br /> I b 0 1. VERIFY ALL DIMENSIONS,EXISTING CONDITIONS AND METHODS
<br /> �I „a AUTO CENTER RD ,z = OF CONSTRUCTION PRIOR TO START OF ANY WORK, NOTIFY
<br /> W @ 7P ® % N 1 23 A09cs
<br /> i U ARCHITECT OF ANY DISCREPENCIES.
<br /> IN, y W
<br /> TF 23 �' 22 2. ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING,CONC.
<br /> SLAB AND/OR CMU,U.O.N.
<br /> PROJECT
<br /> 3. CONTRACTOR SHALL WORK TOWARD DIMENSIONS WITH KESAR WINE CELLARS
<br /> TOLERANCES(t)SHOWN. 6680 SARGENT RD
<br /> LODI,CA 95240
<br /> 4. PATCH AND REPAIR ALL EXISTING ADJACENT SURFACES
<br /> AFFECTED BY THE IMPROVEMENTS PROPOSED IN THESE
<br /> CONTRACT DOCUMENTS.RESTORE FINISHES TO THESE AREAS TO
<br /> MATCH EXISTING.
<br /> 5. THE PEDESTRIAN PATH OF TRAVEL IP.O.T.)IS INDICATED AS A CONSULTANT
<br /> --- BARRIER FREE,COMMON ACCESS ROUTE WITHOUT ANY ABRUPT
<br /> VERTICAL CHANGES. SEE"WALKS AND SIDEWALKS"STANDARD
<br /> Q�
<br /> S A R G E N T R ON SHEET A10.4.
<br /> _ ..,..- _.._............
<br /> _ - .._..............._.................._._..---
<br /> 66a' -
<br /> 6. (WHEN PROVIDED)ALL GATES IN PATH OF TRAVEL MUST COMPLY S�E PLJ�IN
<br /> - - - - - - _ _ _ WITH UI MENT ,PROVIDE A24'MIN, BIKE SI DE
<br /> ..-...----------- .�.... AT iCS�i
<br /> I
<br /> v �. 4' ....... ...... ......................_.._._............ ...._�
<br /> IDE OF GATE SPECIFY
<br /> w � w � w I � CLEARANCE ON THE PULL SIDE ANDA SMOOTH SURFACE E A� I' 'ph 3 ��rzY
<br /> BOTTOM 10 INCHES OF THE PUSH 5
<br /> ACCESSIBLELEVER HARDWARE. Received ---�---
<br /> w..-...... w W w .1, w .. It �, 2o'-a"�: .... _ .... .- - ------� EXISTING RESIDENCES 1 R
<br /> B 5► n
<br /> 21 2}' 21 w 24 w $ w b 9- ... ............. 7 SITE DEVELOPMENT AND GRADING SHALL PROVIDE ACCESS
<br /> w u w w w w PRIMARY ENTRANCES AND NORMAL PATHS OF TRAVEL,AND
<br /> TO
<br /> PAEfs SPACES SPADES SPACES "SPACES SPA
<br /> SHALL INCORPORATE PEDESTRIAN RAMPS,CURB RAMPS,ETC.,
<br /> _w_ ,
<br /> w —w— w 4. —w - w .............
<br /> t7 5EE5HEETA10.4.
<br /> IB W 8. EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL
<br /> _ �
<br /> DISABILITIES SHALL BE IDENTIFIED BY A R
<br /> FLECTORIZED SIGN PER
<br /> w - w— I CE) _... ACCESSABILITY STANDARDS A l4 SERIES E
<br /> Z
<br /> w —w— w w w
<br /> I _r GARAGE
<br /> VIDE A
<br /> LEVEL
<br /> N EACH SIDE
<br /> F AN
<br /> ;.:
<br /> �Q� � �- w t? ✓ C.. EXIT dDOOR.THE AANDIDNG SHALANDING
<br /> LBE 48 INpHES IN LENGTH OWHER E
<br /> INCHESd c
<br /> —
<br /> . p y GRAVEL FIRE.. OR SWING AS MEA U ED AT
<br /> I THE DOOR SWINGS AWAY FROM THE LANDING,AND
<br /> y- IN LENGTH IN THE DIRECTION OF DOOR
<br /> PAeKINGw g TRUCK ACCESS. _- RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED
<br /> w w _ = 110 SPACES
<br /> POSITION
<br /> r .
<br /> w w w w _ y•• — w_ w w —
<br /> t - - - - 10. ALL WATER,SEWER,AND DRAIN
<br /> � ��` �
<br /> ...
<br /> CONTRACTOR SHALL FLUSH R S R A
<br /> LINES PRIOR TO HOOK UP.
<br /> .. ... ..... .................... ...
<br /> I
<br /> C11. NO DRAINAGE ACROSS OR ONTO ADJACENT PROPERTY,
<br /> ' _ ...... ..._
<br /> 1 I
<br /> C r'
<br /> _- - !, - - AWAY FROM THE BUILDING FOR 10-0 AT
<br /> 1 — —
<br /> w w ,T w w w w t ;.... r.. -:. ...........' ...:................._._ I FRONT AND SIDES.
<br /> E
<br /> 12
<br /> GRAVEL PAR !NG LQX. - - .. ..... ..... -...._. ...... .............__.._.._---....._ DRIVEWAY AND PARKING LOT AREAS PROPOSED
<br /> y wl 41 w w l .: . 2.11SI'A!ES i w -_.
<br /> I
<br /> r ) _ TO BE GRAVEL.
<br /> - ......._........................................ - K
<br /> r T
<br /> I
<br /> PR&OSEDVARIAI CE wT w I
<br /> yA
<br /> _ PARKING REQUIREMENTS:
<br /> w w w w '160'-0'w w w ® .
<br /> c
<br /> __
<br /> w w w -
<br /> .� � � w ��-0,r _---___.......... _-- CODE SPACES REQ'D. PROV'D. E n n �
<br /> w .. . ...................._..._....._.._._ ---- �. y.
<br /> {SEE BELOW} TOTAL STALLS 115 131
<br /> SETBACK w• - --
<br /> i w w w I GRAVEL DRIVIE NGAY (SEE BELOW) STANDARD STALLS 12 19 o
<br /> w w OKDOOR MNE TASTq _ - - ..._. ..__..... ....... CBC TABLE 11 B 208.2 ACCESSIBLE 4 4 v VIERRA
<br /> IV
<br /> w
<br /> w w w w SHUTTLE DRO°-OFF w - ___ STALLS 199
<br /> CBC 11B 20824 ACCESSIBLE 1
<br /> IV w _._._........... .. -
<br /> 1.I.J - .._ STALLS
<br /> - Q
<br /> .................._......_
<br /> �Q Q Q 1 31 25
<br /> •tea I I I -. . .(E VINE ENEWALDA
<br /> _.._` -- - - �L _...._.... . .... CGBSC TABLE 5.106.5.3.1 V CAPABLE 2 2 yr R DATE
<br /> w �....... 0
<br /> 1 I ,F
<br /> i o
<br /> �: STALLS � C A
<br /> /, A _ ._...._... .. CGBSC TABLE 5.106.5.3.3 .EV CHARGING 3 3
<br /> J �R CgNCRETE 1 w . ._ ......................................
<br /> i
<br /> 104' Y w LL I C T N WINE CEL ly I �_ _ -- - -STATIONS(EVCS)
<br /> 2400 SF --.:...._..
<br /> RE PATIOC14 -- CBC 11 B 228.3.2,1 ACCESSIBLE EVCS fill 0/1
<br /> y. W
<br /> ........_....
<br /> h .._.............. (STD 1 VAN) REVISIONS
<br /> _ "( w — + CGBSC 5.106.5.4 EV CHARGING: NIA NIA No. I Description Date
<br /> - - - s I I w -- - ._....... . .. ............ - M&HEAVY
<br /> _ T
<br /> �41 41 11, 41 DUTY
<br /> i I I
<br /> CGBSC 5.106.4.1.1 - 7.........
<br /> c--- -. ........ B CYCLEEPARKING ..
<br /> _...
<br /> 41 w w w w F 60"X 80'TINT ' ..- .. ............. ...._...._......... CGBSC 5.106.4.1.2 N/A N/A
<br /> ............
<br /> BICYCLE PARKING
<br /> w .i, I w w i w w w w w SEPTIC SYSTEM w CGBSC EMPLOYEE NIA 4 . ..............
<br /> _..__.
<br /> XZE
<br /> w w w w I w w w
<br /> E
<br /> NG
<br /> U VINEYAR- _._._._
<br /> w C`_.... - .. - ....._..... OVERPARKFLOW 110 110
<br /> ).� OUTDOOR,AREA �,I .� �.
<br /> STANDARD STALLS
<br /> . _. I w w I •Y w w w Iv- w W `�' � `6' I w I I` I �' .. - .. ___._ � .....__......... .
<br /> r _.
<br /> ,
<br /> : :.: - __
<br /> " w w "OUTDOOR I w I "I I ....... ........_..–... _
<br /> MuslC� —J " 000 X 2.5 1 PERMANENT PARKING SPACES
<br /> 4 b90 SF J 1
<br /> " w w w w 1
<br /> i
<br /> w w ..... w w " " 4 I w I �I REQUIRED
<br /> ` y w I w w ❑ w = w w w w t i w3 I v
<br /> -- — PIT y — — — I Iw EVENTS: 300 ATTENDEES
<br /> - – - — w " w w w " " w v " wi I "
<br /> = - w " w w 300/3 = 100 + 4 EMPLOYEES = 144 PARKING SPACES
<br /> IV IV
<br /> REQUIRED (OVERFLOW)
<br /> -
<br /> SCHEMATIC DESIGN
<br /> ACCESSOR'S PARCEL NUMBER: 43.25.2024
<br /> f
<br /> — — — -
<br /> 49-114-010-000
<br /> - -
<br /> ' ) SITE PLAN
<br /> 660'
<br /> I
<br /> � I
<br /> CL
<br /> 66
<br /> — N
<br /> N 'T
<br /> Al 00
<br /> N USATE PLAN --
<br /> o Al oa 1, 50(-0°
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