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{ V
<br /> I
<br /> { _456'-O 1/8'+/-
<br /> FROM PROPERTY r EXISTING TRANSFORMER EXISTING D
<br /> I CORNER. 384.76' PROPERTY LINE TO EXISTING BUILDING. WITH BUMPER POST SEPTIC SYSTEM. DECORATIVE
<br /> G
<br /> I 587'37' 10'E 346.72' ROCK LANDSCAPING.
<br /> N4
<br /> (. -- - w587"33'38'E 755.06'
<br /> N
<br /> . r rrrw,n.rw r w��r r �� r r r.rrr.w r■r,w�r w r.rrr.r�■■rr.wwrw w r �..I,rtwwr w r rwiw-w.w w w r—�s r ��. r �ww.ww w w ww-�w a w . w r rw+.wr,- w.w . w — r.w+wrr w r ww.-..�w w . .�•�•r r ��r r M N
<br /> . *FH G EXISTING •
<br /> { r �J LANDSCAPING~ " / �+►tIs ►
<br /> I 9'-6" MECHANICAL PAA 9'-6' MECHANICAL P EXG MECHANICAL PAR � ;®; � EXG WATER ':. •� •• cr_
<br /> EXISTING HANDICAP
<br /> 219.0' 0� \ \ RESTROOM FACILITIES. STORAGE
<br /> j/ •/ ��.[�
<br /> OFFICE (4) SPACE j . �► v 9
<br /> j f I
<br /> ZZ
<br /> EX ST COL ROO / \ { EXISTING EXISTING BIKE RACK. )'
<br /> STORAGE AREA #2 AREA " PHASE V ' ,dc�s (� •n+
<br /> I PROPOSED COLD ROOM I. I COLD ROOM STORAGE AREA #1 PROCE55ING PHASE IV 25 6
<br /> I STORAGE AREA #6 r I I r I
<br /> J AREA #1 :. / +• qs{F p.
<br /> { r not1 I� PHA5E VII PVIIEI o
<br /> PHASE I I �1 W N
<br /> CD { 1 .ra .r� ,i l� PHASE I '' •• EX I 5T I NG
<br /> PHASE X I z , ,- .t`� f 1 ..J .ri. � - •� ,� tij, F" �a-
<br /> I o I I _ _ - - - - - - - MOBILE OFFICE /
<br /> _ «,
<br /> r I ti PROPOSED COLD { 105'-0" I I F PP N PHASE VI /
<br /> ! / ROOM STORAGE HANDICAP _ '/ :• r EX 15T I NGSE a
<br /> { AREA #4 \ \ •.t
<br /> / SITE PLAN
<br /> { vi C EXISTING STALLS /,�?.•: PHASE V
<br /> I 219.0' ,�
<br /> PHASE IX ® _ U F E- ® PROCESSING AREA BG + /
<br /> a r EAS R I L 0 #2 \ r 1- EXG / Applicartion # A Gt -4 Cr[�-V1��c�S� �
<br /> 1 \ L
<br /> CONCRETE , t/ / Received b11 C ,.i-ti c Utt-5—[-t-1
<br /> l � (6) BA � EXG PHASE III --PP� •i-•' PP O - on ---- .
<br /> l TRUCK :(2) BAY EXG (5) �' +
<br /> EXISTING COLD ROOM \ BAY TRUCK - � EXISTING
<br /> I 1 DOCK : TRUCK i PROPANE
<br /> uw STORAGE AREA #3 DOCK. \ /'
<br /> . PROPOSED COLD ROOM DOCK 3 CL Lj -- - - -� . • TANK.
<br /> 1 Q STORAGE AREA #7LJLJLJ LJ: CL
<br /> � � PHASE VITT. � •
<br /> a
<br /> PHASE XII r II :• '
<br /> N . EXG CHIP SEAL OVER ZONING: M -2 (HEAV1( INDUSTRIAL DISTRICTS)
<br /> PROPOSED ' r AL !_'"�' .r l ` . - I ( �—• -- / + U. ANG. BA5E, TYP
<br /> V •�A � 'S LI.L.N.
<br /> I PROCESSING - \ EXISTING 4 —l I Q CONSTRUCTION TYPE: II (N) (AUTOMATIC SPRINKLERS THROUG,IOU?)
<br /> { AREA #3 MACHINERY k�• /i G + G3
<br /> OCCI_}r',',, CY TYPE_": 8-2 (STORAGE OF NON HIGHLY FLAMMABLE OR
<br /> � �
<br /> e PHASE IX 63'-9" 10' f.
<br /> 10' / �'L� COMBUSTIBLE MATERIALS. THE ALLOWABLE HAZARDOUS MATERIALS �-
<br /> I '` +4 o AMOUNTS NOTED IN TABLE NO. 9-A S 9-B OF THE 1991 UBC ARE NOT i
<br /> TO BE EXCEEDED. OWNER 15 TO BE RESPONSIBLE IN MAINTAINING a N
<br /> I EDGE OF EXISTING ,��'
<br /> THIa OCCUPANCY. ) _
<br /> 1 ( 140.00' EXISTING :� PAVEMENT / • a
<br /> PAVEMENT / �` a
<br /> I [0 " /' O ACTUAL AREA:
<br /> { 6 mSD - - - l AREA "A": x
<br /> 53' -117/8+/- ` EXISTIN / 0 PHASE I 4,985 SQ.FT. (EXG PROCESSING #11 W
<br /> i 9' WIDE X 20' /'� EXISTING PHASE II 11 ,789 5Q.FT. (EXG PRODUCE STORAGE #1)
<br /> EXG CHIP SEAL OVER
<br /> I A 6" AGG. BASE, TYP LONG CAR STALL 4� . 800 GALLON ABOVE PHASE III 11 ,805 SQ.FT. (EXG PROCESSING #2)
<br /> U.L.N. TYPICAL OF (70) •f ♦ GROUND DIESEL PHASE IV 1 ,520 SQ.FT. (EXG OFFICE AREA)
<br /> I r TOTAL. STORAGE TANKS. PHASE VII ---2,635-5Q.FT.-(ENG PRODUCE STORAGE #2)
<br /> { S87.33'38'E 414 36' 32,734 SQ.FT. = TOTAL AREA
<br /> . i �' � r w w—.�r r r r r w��r r r_�r r rrwww,r,r r w^�. r r w w r r r......,rrwr ■ r r h
<br /> EXG ' ♦ AREA
<br /> ' FH PHASE VII 15.831 5Q.FT. (EXG PRODUCE STORAGE #2) �
<br /> ` PHASE IX _18,913-SQ.FT. (PROPOSED STORAGE #4 & PROCESSING #3)
<br /> . l b �` �' 34,744 SQ.FT. = TOTAL AREA
<br /> 25' EXG CHIP SEAL OVER AREA "C";
<br /> I A N o M CHIP SEAL OVER - - „
<br /> EASEMENT I 6' AGG. BASE. EXG 8' DIAM 5D \ b AGG. BASE. TYP
<br /> EXISTING SLOPE = 0.01 �, U.L.N. PHASE VIII 17.710 SQ.FT. (EXG PRODUCE STORAGE #3)
<br /> a I PROPOSED COLD ROOM r PROCESSING o
<br /> STORAGE AREA #8 TREATMENT >7 PP AREA 'D';
<br /> { r " 1'. SYSTEM. EXISTING PHASE X 16,880 5Q.FT. (PROPOSED STORAGE #5 & PROCESSING #4)
<br /> { — ;. ,: XFMER W/ 1R� EXG r
<br /> . I
<br /> PHASE XIII 1 I BUMPER y05fl CB �q�• ALLOWABLE AREA: 36,000 SQ. FT. = 12.000 x 3.0 PER AREA Q
<br /> r I ' 0 T Gti NOTE; THE INCREASES NOTED ABOVE FOR THE ALLOWABLE AREA
<br /> -X - �C' + 2 IS IN COMPLIANCE WITH SEC. 506(c) OF THE 1991 UBC BASED
<br /> •�� `� UPON AUTOMATIC SPRINKLERS THROUGHOUT) .
<br /> 60'I--O' ,�' 9 +• ti
<br /> ,D c, O
<br /> M� � �ry' BUILDING ANALYSIS _ Q
<br /> I 2 EXISTING ' Q CL
<br /> ` { 3) BA a` o G OUTDOOR PP
<br /> { . ® TRUCK Ip; 0 STORAGE f0�► PARKING REQUIREMENTS PER APPLICATION No. SA--92--69, (1) PARKING O ~
<br /> AREA SPACE PET? 2000 SQ.FT. OF THE TOTAL AREA OF ALL THE BUILDINGS PLUS
<br /> U) I / (1) PARKING SPACE PER EACH TWO EMPLOYEES. " z -
<br /> �` 60.0 0' ., � EXG 6' HIGH WIRE , z EXI5TING EXISTING BUILDING = 67.675 5Q.FT. a
<br /> c; FENCE WITH RED "r a (2) TRUCK PROP05ED BUILDING = __99,330_5Q.FT..- r U Cr
<br /> { PROP05ED COLD G? PLASTIC SLATS. TYP o +• PARKING TOTAL BUILDING AREA = 167,005 5Q.FT. ;� 0
<br /> k ROOM STORAGE / WHERE NOTED. STATIONS. It J LL1
<br /> �; I AREA #5 / z EXG CHIP SEAL OVER MAXIMUM EMPLOYEES ON SITE;
<br /> r •+ 6' AGG. BASE MAXIMUM EXISTING EMPLOYEES = 50 W W Z
<br /> C14 I
<br /> PHASE x f � � � + � •� 20' WIDE MIN. MAXIMUM PROPOSED EMPLOYEES = --30--- � > � Z
<br /> rL •• TOTAL EMPLOYEES ON SITE = 80 LLI
<br /> Z, I Jr '0� PARKING REQUIRED; � L J
<br /> 1 f _
<br /> { 83.5 SPACES
<br /> I.A 1� J ,1'+� ..:./ �� �ti�� + FOR EMPLOYEES; 80FOR BUILDING5*, 7/025-/ 2000 - --40.0_SPACES_ ie LLI CL O
<br /> { - _
<br /> I 2 O TOTAL PARKING REQUIRED = 123.5 5PACE5F—i 01 /��
<br /> i +
<br /> NATE; TOTAL PARKING PROVIDED;
<br /> EXISTING CAR SPACES = 68 SPACES
<br /> ■ I r .�r CHIP SEAL OVER XG• + 1 . THE DEVELOPMENT OF THIS SITE — - EXISTING HANDICAP SPACES = 2 SPACES
<br /> ` { a 6' AGG. BASE. CB APPROVAL PLAN IS BASED UPON THE CONSTRUCTION SCHEDULE FOR THE PROP05ED ADDITION; EXISTING TRUCK PARKING SPACES = 9 SPACES
<br /> { PROPOSED " . COMPLETION AND APPROVAL OF THE PROJECT'S PROPOSED CAR 5PAC€5 = 35 SPACES • •
<br /> PROCESSING !?Y� ` '' \ LOT LINE ADJUSTMENTS AS NOTED BY SAN PHASE DESCRIPTION START OF CONSTRUCTION PROPOSED HANDICAP SPACES = 2 SPACES ` z
<br /> I AREA #5 . 1 JOAQUIN COUNTY PLANNING DEPARTMENT. IX COLD ROOM & PACKING 02/1994 PROPOSED TRUCK PARKING SPACES = 9_SPACE5_ • •
<br /> X PEPPER PROCESSING 02/1994 0
<br /> {
<br /> PHASE X 111 •• / TOTAL SPACES PROVIDED = 125 SPACES
<br /> r U . . F i
<br /> 2. THE DEVELOPVFtMT OF THIS SITE XI COLD ROOM 01/1996 W �
<br /> APPROVAL PLAN IS BASED UPON THE XII COLD ROOM Ol/i999
<br /> 1 d•- / CQMPLETION / RELOCATION OF THE 2S' WIDE XIII COLD ROOM 01/2002 ~_
<br /> l •�� Al • // IRRIGATION EASEMENT AS NOTED. PARKING ANALYSIS w o z u
<br /> Iz 3 0
<br /> BRICHETTO TRACT OF THE BONA IRRI6. FAR J
<br /> SUED. OF SE ��3 3S. R.SE.
<br /> {
<br /> EXG BARN TO BE �/ / -- 4 3 2 a �s
<br /> l REMOVED/ABANDONED. EXISTING — —LINom,,, _cr�� ,,.?
<br /> { (S ABATE PERMIT) /
<br /> / PRIOR APPROVED 400 L.F. �/- ._,.. .�.--�" .•� •�._. LINNET ROAD
<br /> { / CHIP SEAL OVER 6' AGG. BASE r �� ; v DATE �Y
<br /> I ✓ 20" WIDE MIN. TO LINNE ROAD. (0 4 ) lasa. T
<br /> Xt�x
<br /> { req• / oda A 2 !.
<br /> `.•'l t
<br /> ��
<br /> EXG STORAGE ` �� t '( 5.00
<br /> BUILDING EXG PUMP • cti • LEGEND f
<br /> 3 »
<br /> HOUSE.
<br /> 4 a a, ( ,
<br /> / W : ` ` . .yl ' • e
<br /> EXG GARAGE I / CB TOP OF CATCH BASIN. ? a y t � P
<br /> { • / FH FIRE HYDRANT. Agt
<br /> { / ' Inv PIPE INVERT. G o }*,o��/ ',
<br /> r'. H / PP POWER POLE.
<br /> �q3. pp a . // SD STORM DRAIN LINE. DJ1WN1 BY
<br /> W WATER LINE.
<br /> / 1
<br /> • EXG �> /
<br /> S RESIDENCE. C11E[401:D 9�'
<br /> a 11
<br /> I
<br /> DATE
<br /> 1 N.S. SCALE
<br /> AC Awr ... .�
<br /> / .�:.� _25- 3 - 21
<br /> I
<br /> ss�+ Acz Aaer 13.st AG w t N PROJECT
<br /> N87•P3' 16-W PP •• . ;.� SITE APPROVAL PLAN No . 93-XX ,h
<br /> LL Y6 , 102
<br /> SCALE: 1"=50.0' .
<br /> 22 m
<br /> �' ------
<br /> PAVEMENT
<br /> EDGE OF ASSESSORS PARCEL No. 253-21-8. 9 & 24
<br /> - EXISTING ----- --- -
<br /> PAVEMENT .. N --C��--_-
<br /> LINNE ROAD
<br /> j2 StEET NEER
<br /> 1 Q
<br /> FILES: 10208A, QBB, QBC, IBT O
<br /> ASSESSOR ' 5 PARCEL MAP 253 -8 ,9 2
<br />
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