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<br /> SITE FLAN
<br /> PA
<br /> 00216
<br /> i
<br /> Application #
<br /> ® Received R On \2-
<br /> Vicinity
<br /> � 9 2
<br /> ►cin ty Map
<br /> PROJECT DATA PARKING AREAS
<br /> Project Location 3150 East Fremont Street Parcel Size 19,200 SF, 0.44 Acres
<br /> • o Stockton, CA 95205 Existing Parking Area 5,200 SF
<br /> Proloosed Addrtio APN 143 -41-042 Proposed Additional Parking 0SF
<br /> Project Description 3,520 SF addition to existing shop Percent paved 27%
<br /> Stories 1 story, 15' Total Change in Parking SF 0 SF
<br /> C f}} Zoning C-G (Commercial, General) Previous Req.'d Spaces Light Construction Services (Table 9-1015.3(b)
<br /> 31-So G Fremont St 1/1000 SF = 5 spaces. 10 provided
<br /> A New Req.'d Spaces Light Construction Services (Table 9-1015.3(b)
<br /> Stockton /�r1 q�-�os all Forklift l€f AREAS 1/1000 SF =8 spaces. 10 provided.
<br /> FC C. 9Eagle onst=ucti("n"i Parcel Size 19,200 SF,0.44 Acres
<br /> Existing Building Gross SF 4,896 SF
<br /> Site
<br /> g g
<br /> Z Proposed Additional Gross SF 3,520 SF LANDSCAPING AREASQ)
<br /> RentalsAM
<br /> Total SF 8,416 SF Parcel Size 19,200 SF, 0.44 Acres
<br /> Q.h
<br /> y Existing Landscaped Area 5,325 SF
<br /> Diesel P � r� ri Proposed Additional Landscaping 0 SF LL
<br /> Percent landscaped 28%
<br /> LU
<br /> LEGEND
<br /> Item Existing Proposed l
<br /> I
<br /> I
<br /> WATER (W) w —A.VAILa— GRA
<br /> SEWER (SS) Archi
<br /> Associates, Inc.
<br /> STORM DRAIN (SD) SD _ 1090F ITSSD _ �-
<br /> CORT TOWER
<br /> MANHOLE -SEWER (SSMH) 0 Stockon,CainA95202e721
<br /> Phone: (209)462-8410
<br /> \ \ MANHOLE -STORM DRAIN (SDMH) Email: GRA22875@gmail.com
<br /> Architecture♦Consulting
<br /> PME Off
<br /> (E) Adjacent Building CLEANOUT (SSCO) .
<br /> j construction sales 7N.
<br /> \ �\ CATCH INLET or DROP INLET (CI) (DI) 75
<br /> •C PROPERTY LINE (PL)NI
<br /> CENTERLINE (CL)
<br /> ...
<br /> f. (E) CMU posts \
<br /> l
<br /> t \ O tall pre-cast conc. fence
<br /> .... + (E) 6 tall wrough \ FENCE (type as noted on plan) - --- _
<br /> _-_--- 1rtlr,t St t� (E) 4x8 sign \ (E) storm (E) SD to be E) storm
<br /> to C of r iron fence 5- a . 1._ _ ... -\._......_ \ ... .. _ , (E) 6' tall chain link
<br /> N17
<br /> 32'W
<br /> ELECTRIC (underground)
<br /> ,.
<br /> w . .z ... .. �. .� .... _ _ E E
<br /> r
<br /> 3
<br /> ' 237.83 -
<br /> >
<br /> 3' 4"
<br /> qaw qq, o` geyry - - EDGE OF PAVEMENT (EP)
<br /> onc ... .....
<br /> ..v' ._.. .. ....... q'
<br /> E.C. SD c SID Sp SD SD-..... SD - SDDI (E) Gravel 1
<br /> .SDDI .. - .. ......
<br /> V — ,.
<br /> �(E) storm drain leech dine So CONCRETE ( ON )
<br /> E C C
<br /> drop inlet " (E) SD line to
<br /> \\ e removed
<br /> (E) septic (N) French Drain-
<br /> }3 _ tank qq'` S� ` _ 30' long
<br /> y
<br /> (E)Gravel
<br /> E.C. qq _ qq. qq _ So-- — (E) Gravel (E) Storm Drain
<br /> ) conc edge of conc Storage edge of conc Catch Basin to be
<br /> Yard ( �
<br /> All (PROPOSED) re laced with — I
<br /> ,)
<br /> conc
<br /> (E) concrete pavement qqb` 3,520 SF Gross Single Story - '° detail 4/Cl I`° 1-�-1
<br /> � � 1� conc - .. ....
<br /> E Concrete r �I LU
<br /> AC 00
<br /> o ti overall height ( )
<br /> 14' (match existing) Driveway to
<br /> o \4;�� ` � unwoven eotextile
<br /> gghq oho a�f• °°"� proposed FF 100.00 °n° be removed _ 1 _: SDDI ao �-ia wrap-overlap full
<br /> S
<br /> E.C. Lq /-(E) planter 5 — -i `' i"I� r`
<br /> vt r E as meter qq ... �� T� width
<br /> Og q K Z
<br /> -? f h, conc :. -%s g� �j-
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<br /> ' - ' ✓ 4" minus rock
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<br /> AC
<br /> r a�.Asx .. �>. 3>:�' sx4 r 4
<br /> ... 4 PVC SDR
<br /> 35 F -.,., .. .¢, S 3 perf pipe
<br /> .:
<br /> Office EXISTING Shop BrStora e
<br /> (EXISTING) ( p 90 .
<br /> ;N FF 1 00.00 � ,
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<br /> 2,49b SF Gross �I , „ ¢ 2,400 SF Gross
<br /> 2' ;
<br /> .. 3 -e: .,:. vi
<br /> yy,... FF 1
<br /> „<f 00.00 0
<br /> _ Single Sto � >, � Single StQ N
<br /> Story t
<br /> 3 N
<br /> _ .. _ co
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<br /> e 34 <,,
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<br /> ll
<br /> SBCA.
<br /> BOX
<br /> -' !_.
<br /> . UP
<br /> \(E)6' chain
<br /> fe)wM ,3 tree °! r#_;r. ° tree _ \ link fence
<br /> \. \ \ \ \ \ 225.38 \ .. ...� - 1 1 1 5I "
<br /> (E) storm draln�/
<br /> \ \ \ \ \ Job 1410`/
<br /> drop inlet
<br /> `\ \\� \ \
<br /> (E) power pole \ ', \`_�. 'lf 14/]4
<br /> — -
<br /> .....
<br /> �s:R 0
<br /> ,
<br /> e
<br /> (E) electrical \ `t \ \ \ \ 12"square Scale Noted
<br /> - catch basin
<br /> panel 8 meter \ �� (E) Adjacent Building \\ �\ z
<br /> \ auto repairs 5 Sanitary
<br /> \ _ 4 PVC SDR3
<br /> eet title
<br /> \ \ N.I.C. Tee or 2-way Cleanout
<br /> Site Ian -
<br /> 4 Catch Basin Detail Site
<br /> Plan
<br /> 3/4" i`-0,3
<br /> _ Laval7 Lo+aol7 _ Lvvol
<br /> 7 r .r._.-. . . 14' �2 121
<br /> I 1'lI:se cir�€Mins anti s,,e6 ic, cais are the
<br /> ^! ! I 11131!f progei and cap4•right of jcwagncr
<br /> — Engineering wid Haggerty Cunstructiou
<br /> 800 227--260{) and shall not be used°r duplicated in p ut
<br /> "`- or to whole on any ether work except by
<br /> 14 K ti— J 14 X t ! �Y ORS }- agreement with 7C`lkagner or Haggerty
<br /> N, CoutT�
<br /> wA3 iw 11111t �..a3'v 3 3 # { 3 Love] 1 K.'� �"G•r
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<br /> V a
<br /> Noyrth Exterior Eleva#ion East Oxy#erior telvotfon 7oOUfh F.�c#error Elevation F
<br /> I�, 1._fy♦ Q, +4 i••1+r 7 J 4 S 1' ..w.117
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