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<br /> I
<br /> �eresx
<br /> 1
<br /> 1
<br /> 1 S6'--0 1/8"+/-
<br /> FROM PROPERTY EXISTING TRANSFORMER EXISTING DECORATIVE U N
<br /> '
<br /> 1 CORNER. 3$4.76' PROPERTY LINE TO EXISTING BUILDING. WITH BUMPER POST SEPTIC SYSTEM. ROCK LANDSCAPING. �"
<br /> ! 587'37' 10'E 346.72' 587'33'38'E 755.06'
<br /> ■�i-r r�ra . . rr�. raw�. ■r�r�rrr rrrr�rrr . . . r . . ..
<br /> p' �� a a r ��r■ -,ar.rr r r r� a r ar.�a r r r.w.rr. r r��• a r a ■r—�r a a r�a a ... ■a—arrra r. ... �•.. �.^ ■ r ra yrr r r } V _r (n
<br /> /— I/f' a LL
<br /> ! �H M _ �/ LANDSCAPING ✓/
<br /> I 9'-6' MECHANICAL PAD 9'-6' MECHANICAL P EXG MECHANICAL PAD +
<br /> ' ! 219.0' S EXISTING HANDICAP EXG WATER ' / + a r-
<br /> ■
<br /> ! ISTORAGE���1
<br /> `EXISTING EXISTING RESTROOM FACILITIES. /
<br /> TANK �a (] [*]
<br /> •/ h-
<br /> t77 n
<br /> I ! i EX STIN CYLLR6O [ OFFICE (4) SPACE + z L.J _ i
<br /> I BIKE RACK. L.J
<br /> ! PROP05ED COLD ROOM !, STORAGE AREA #2 / ! COLD ROOM STORAGE AREA #1 [ PROCESSING [ AREA ASE V .o`�S• c7 H- q
<br /> o p PHASE IV 25 6' s cn UQ}
<br /> ! STORAGE AREA #b ! AREA #I •~ �` W Z
<br /> u7 a r 1 I L6 PHASE VII PHASE[ PHASE I I r l;. :• • 9`rCF`o, f4yFT PLAN G t11 O
<br /> 00 PHASE XI z r, f� ...j j . °D VII ! .r� f� J . 1 PHASE I f`' �" PP - : �-' �\ � W �.,I w O N
<br /> z I .r.# - EXISTING / C{` y r r �-141 t `t �' "1 • -�� 4.-�,I L
<br /> ' I " PROPOSED COLD [ 105'-0 1 r MOBILE OFFICE , W CC w Z
<br /> ' ! ROOM STORAGE I +' pp PHA5E V I / (=��� v'¢ Z }
<br /> [ °� • AREA #4 / :C EXISTING i
<br /> ua / HAND 7 CAP • Y ❑
<br /> ! `n `' C EXISTING PARK I NG `x , / • PHASEPUMP HOUSE o
<br /> PHASE IX STALLS. / •�: .
<br /> ! 219.0' u� � ® - �!U� F E- � PROCESS 1 NG AREA �G � •'
<br /> Q r EA� RA71 d L \ p� #2 EXG CB
<br /> LLJ (6) BA EXG \ ` PHASE III CONCRETE G• t / o
<br /> 1 ; a TRUCK :(21 BAY EXG t5l
<br /> PP *4`1 p I'
<br /> a EXISTING COLD ROOM BAY TRUCK ^" - � EXISTING u,
<br /> 1 DOCK ; TRUCK ►-
<br /> 1 PROPOSED COLD ROOM a �/ DOCK \ STORAGE AREA #3 DOCK. // PROPANE
<br /> ` STORAGE AREA #7 LL n - � i • • TANK.
<br /> I
<br /> [ / PHASE VIII
<br /> ■ I N PHASE XII 0
<br /> a a x /
<br /> ■ ! •- _ PROPOSED or � t � � I � � •.�.' [ [ :� .! .,•,
<br /> t
<br /> PROCESSING " r, f J ,/■, J + EXG CHIP SEAL OVER ZONING: M -2 (HEAV1( INDUSTRIAL DISTRICTS) ;
<br /> [ ! --- / + • 6' AGG. BASE. TYP
<br /> I c EXISTING ,1 0 q� U.L.N. ►-
<br /> 1 I AREA #3 \. CONSTRUCTION TYPE. II (N) (AUTOMATIC SPRINKLERS THROUGHOUT)
<br /> I I MACHINERY se •• /i�G •+ a
<br /> I PHASE IX � 63'-9' 10' 10, �•-�/ � .2ti F. OCCUPCOMB'15TIBLE MATERIALS. (STTHEGALLOWABLEE OF NON HHAZARDOUSAMMATLE OR
<br /> ` I / MATERIALS
<br /> AMOU�[T5 NOTED IN TABLE NO. 9-A 8 9-B OF THE 1991 UBC ARE NOT
<br /> TO RE EXCEEDED. OWNER IS TO BE RESPONSIBLE IN MAINTAINING
<br /> ■ I r \ _ EDGE OF EXISTING /. �� cm
<br /> 140.00' EXISTING // ' ./ THIS OCCUPANCY. )
<br /> ' to PAVEMENT PAVEMENT/ • z F
<br /> 1 x 6 05D �/ O ACTUAL AREA: Q .,L,
<br /> 53'-11 7/8'kl- - EX I ST I N T�.--- - / AREA 'A"; 4 w
<br /> o. E G / PHASE I 4.985 SQ.FT. (EXG PROCESSING #1)
<br /> 9 WIDE X 20'
<br /> EXG CHIP SEAL OVER �• / � EXISTING PHASE II 11 .789 SQ.FT. (EXG PRODUCE STORAGE #i)
<br /> I 6• AGG. BASE, TYP LONG CAR STALL W 800 GALLON ABOVE PHASE III 11 ,805 SQ.FT. (EXG PROCESSING #2) a
<br /> U.L.N. TYPICAL OF (70) GROUND DIESEL
<br /> / PHASE IV 1.520 50.FT. (EXG OFFICE AREA) a
<br /> r TOTAL. STORAGE TANKS. PHASE VII --_2,635-5Q.FT.-(E,
<br /> ! � � • � � \G PRODUCE STORAGE #2) w
<br /> / ' 32,734 SQ.FT. = TOTAL AREA m
<br /> 1 _ r 587 33 38 E 414 36 0
<br /> S .a n.M.r,u■r. r rw.. .r�■a r•rrwrr ■ r r—r a a ." i..,r..u�r r .r.r� r r--�
<br /> ! ' FH �r. AREA "B',.
<br /> u�
<br /> I o i■ PHASE VII 15,831 SQ.FT. (EXG PRODUCE STORAGE #2) t
<br /> o , PHASE IX -18.913-SQ.FT. (PROPOSED STORAGE #4 PROCESSING #3)
<br /> 25'IRRIGA N o CHIP SEAL OVER * 34,744 SQ.FT. = TOTAL AREA
<br /> EASEMENT I 6' AGG. BASE. : iXG 8' DIAM SD \ - EXG CHIP SEAL OVER r =
<br /> 9 EXISTING 6' AGG, BASE, TYP AREA 'C'•
<br /> SLOPE = 0.01 U.L.N. PHASE VIII 17,710 710 SQ.FT. (EXG PRODUCE STORAGE #3) ~ E
<br /> ■ [ PROPOSED COLD ROOM PROCF55ING A
<br /> [ 5TORAGE AREA #8 -9 1 TREATMENT pp " ;
<br /> 4 SYSTEM. EXISTING' AREA D";
<br /> I PHASE XIII E - ' XFMER W/ lr� EXG PHASE X 16,880 SQ.FT. (PROPOSED STORAGE #5 & PROCESSING #4) 0
<br /> l BUMPER 64 CB
<br /> l O T yti� ���. ALLOWABLE AREA: 36.000 SQ. FT. = 12,000 x 3.0 PER AREA
<br /> X NOTE; THE INCREASES NOTED ABOVE FOR THE ALLOWABLE AREA
<br /> _Ll k_ _ _ _ _ _ ,� IS IN COMPLIANCE WITH SEC. 506(c) OF THE 1991 UBC BASED
<br /> 60'-0' -mL- - •� Ja UPON AUTOMATIC SPRINKLERS THROUGHOUT) .
<br /> a 9
<br /> 1
<br /> 0 O
<br /> 2N G2 BUILDING ANALYSIS
<br /> ■ 4 _ G3) BAY CR OUTDOOR EXISTING �- Q
<br /> ■ ( ® ___.....— TRUCK o o STORAGE �� Q
<br /> 1 DOCK o n, AREA 'LGA PARKING EQUIREMENTS PER APPLICATION No. SA--92-69, (1) PARKING u� ~
<br /> [n I o ul \• SPACE PER 2000 5Q.FT. OF THE TOTAL AREA OF ALL THE BUILDINGS PLUS ~
<br /> W z� ¢ •+ (1) PARKING SPACE PER EACH TWO EMPLOYEES, z a-
<br /> �. 1 60.00' _ EXG 6' HIGH WIRE EXISTING z Lu o I oo FENCE WITH RED (2J TRUCK EX15TING BUILDING = 67,675 SQ.FT. � � O []
<br /> PROPOSED COLD PLASTIC SLATS, TYP a • PARKING PROPOSED BUILDING = --99,330-50.FT.- U
<br /> ROOM 570RAGE WHERE NOTED. TOTAL BUILDING AREA = 167.005 SQ.FT.
<br /> cr-
<br /> AREA #5 0 STATIONS. O
<br /> ? EXG CHIP SEAL OVER 0 = W
<br /> �! [ PHASE X x ' >- •+ b' AGG. BASE MAXIMUM EMPLOYEES ON SITE:
<br /> 20' WIDE MIN. MAXIMUM EXISTING EMPLOYEES = 50
<br /> x 4 . MAXIMUM PROPOSED EMPLOYEES = -_30___ > I: z
<br /> ua ti`��'• •• TOTAL EMPLOYEES ON SITE = 80 z W
<br /> PARV I NG REQUIRED: d W _J hJ
<br /> FOR BUILDINGS: 167,005 / 2000 = 83.5 SPACES
<br /> l ' 25' x o FOR EMPLOYEES; 80 / 2 - --40.0-SPACE5- �+ LL1 a- O
<br /> ■ ! 2D: • TOTAL PARKING REQUIRED = 123.5 SPACESrl
<br /> }-- �--i
<br /> I � NOTE:
<br /> TOTE.L PARKING PROVIDED: Ln ~ cc)
<br /> CHIP SEAL OVER •+ _ __ _ -� EXISTING CAR SPACES = 68 SPACES i
<br /> ' 1 . THE DEVELOPMENT OF THI5 SITE -
<br /> 1 [ 6" AGG. BASE. CSG . EXISTING HANDICAP SPACES = 2 SPACES
<br /> APPROVAL. PLAN IS BASED UPON THE CONSTRUCTION SCHEDULE FOR THE PROPOSED ADDITION; EXISTING TRUCK PARKING SPACES _ 9 SPACES �
<br /> I PROPOSED r . COMPLETION AND APPROVAL OF THE PROJECT'S - x
<br /> I PROCESSING +. PROPOSED CAR SPACES = 35 SPACES c0
<br /> AREA #5 0 [ / \ LOT LINE ADJUSTMENTS A5 NOTED BY SAN PHASE DESCRIPTION START OF CONSTRUCTION "
<br /> PROPOSED HANDICAP SPACES = 2 SPACES a
<br /> JOAQUIN COUNTY PLANNING DEPARTMENT. IX COLD ROOM & PACKING 02/1994 • • z
<br /> PROPOSED TRUCK PARKING SPACES -9-5PACES_
<br /> I PHASE X +• / X PEPPER PROCESSING 02/1994 �- Q
<br /> [ E TOTAL SPACES PROVIDED = -125 SPACES
<br /> r 2. THE DEVELOPMEUT OF THIS SITE XI COLD ROOM 01/1996
<br /> ■ [ / ■ // APPROVAL PLAN IS BASED UPON THE XII COLD ROOM 01/1999 W
<br /> COMPLETION / RELOCATION OF THE 25' WIDE XIII COLD ROOM 01/2002 a
<br /> PARKING ANALYSIS 0 W Q
<br /> ! �s.00 R / O Z U
<br /> ,� /j IRRIGATION EASEMENT AS NOTED.
<br /> 1 / / a CC O
<br /> O .J
<br /> Bk_ 9RICHETTO TRACT OF THE�� BONA iRRIG. FARM �
<br /> EXG .BARN TO BE / / SUBQ OF $
<br /> J 1 RE VED/ABANDONED. .' EX I 5T I NG - 2¢$ 3 3B. R.'S E.
<br /> 1
<br /> (SEPARATE PERMIT) / 40
<br /> PRIOR APPROVED 400 L.F. */ ydoc ''� • o
<br /> ■ ! ` / CHIP SEAL OVER 6" AGG. BASE -- - ---t--- ==� �"' UNNEsc Rppp REQ DATEr
<br /> 20' WIDE MIN. TO LINNE ROAD.
<br /> / 1 lass. 7 a
<br /> I •. / 4 v,
<br /> ' I �•S`4 / aasA 'L -. y AC.NL3 j tir
<br /> 1�r %K
<br /> EXG STORAGE
<br /> �� . g. 'I
<br /> BUILDING ' - EXG PUMP �~ // scare M
<br /> LEGEND
<br /> � �I � xtlrl'K6. a.;,�
<br /> M
<br /> HOUSE. �.� (q� e�t moo a,
<br /> // AM
<br /> CB TOP OF CATCH BASIN. ' ? g 4.0 A.� ✓ ,«M�IAIM
<br /> EXG GARAGE ■ + / FH FIRE HYDRANT. 0 v
<br /> off_zj Am
<br /> Inv PIPE INVERT. a 0�r; �� �, herr ` t
<br /> l •o / // PP POWER POLE.
<br /> ro RAwN 8" MWF
<br /> l 9s d• •* / 5D STORM DRAIN LINE. i a
<br /> x/,/ W WATER LINE.
<br /> �= eld
<br /> ■ ! EXG 3�y� �F // M(' M C►t r
<br /> RESIDENCE.
<br /> DATE 12/2/93
<br /> 00
<br /> SCALE AS NOTED
<br /> 2%53 - 21 n .. ,
<br /> ! / .• // ` w iv.s+ ,acs neer " • o 12 PROJECT
<br /> N87-p3' 16'W •' /' SITE APPROVAL PLAN No 93-XX FOR APPR, OVAL * 136186 ' � P = 2
<br /> lt
<br /> SCALE. 1•=50.0'
<br /> 93 �- 102
<br /> EXISTIING _ ASSESSORS PARCEL No. 253-21-8, 9 & 24 � •'' i sw ( )
<br /> PAVEMENT L I NNE ROAD Nr-<��-.------- a,�T.a__���._�_��__.� :__ ----�„ \./ �
<br /> SHEET NUMBER
<br /> l2
<br /> 4
<br /> FILES: 102QBA, QBB, DBC, IBT 1 O � 1
<br /> FASSE55OR ' S PARCEL MAP 253 -8 ,4 24
<br /> f
<br />
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