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� <br /> Project Address 4445E Quashnick Rd SITE PLANVicinity Map: Application # rO <br /> Project Jurisdiction County of San Joaquin <br /> APN 086-020-01 Received ByBansuk Presbyterian Church Tni <br /> Project Description Reduction in required setback to utilize (E)... s <br /> QAreas E 8 Mile Rd E 8 Mite did <br /> Site Change of use Parcel Size 1.24 AC (54,014 SF)v Existing Commercial SF 6,312 SFOWNER. Scope o 1 Work: Existing Residential SF 1,200 SFo a Et s�rGs�Q'x <br /> Proposed Total Commercial SF 7,512 r= <br /> t <br /> Stockton Ebenezer Presbyterian Church Variance to required setback to utilize (E) TotaPropChangei in Site <br /> O.SF � <br /> Total Change in Site SF 0 SF ' <br /> 4445 Quashnick Rd structure. Change of use of (E) residence to G <br /> ) rm, raa•rtn�win � <br /> Parkins Areas � pd <br /> c£ <br /> Stockton, CA 95212 be used as a fellowship hall. Reconstruction of Parcel Size 54,014 SF <br /> Existing Parking Area 17,509 SF N <br /> Contact: Roger Coover roof and floor to address wear-and-tear of Proposed Additional Parking Area 0 SF tod(tars Ba <br /> Percent Paved 32% ) Pre byterist► Ouast+rkicx rad .•r�' �� <br /> (209) 957-9191 structure per structural report. Associated finish Req'd Parking .33 per seat(Table 9-1015.3(b)) HibiscusRd � U <br /> 60 seats,therefore 19.8 required. •r <br /> work. 35 provided,3 accessible w/one van LMock Oak Oi <br /> Landscapina Areas <br /> Parcel Size 54,014 SF <br /> (E) Landscaped Area 14,400 SF <br /> 3 sr E:a,rtoevrDr t Lem <br /> Proposed Additional Lanscaping 0 SF (`;( C) Q <br /> Percent Landscaped 27% 4- <br /> L0 U <br /> �. O <br /> m tet- <br /> Adjacent Parcel Unbuilt APN 086-070-34 cry <br /> � 60' -o" LEGEND Job # 15113 <br /> 344.84' Date 10/13/15 <br /> 6'chain link <br /> Building 5 6'chainlink Item Existing Proposed Scale Noted <br /> � o Revision Schedule <br /> P5� (E) Temp0720 SF bele Office N 5' # Date Descripfion <br /> Q. NO work WATER (W) <br /> w w-•-- <br /> m 40 ET 24' - 0" - Prefab Garden Shed <br /> conc. <br /> `' P ------- - ------------------------0 150 SF� ' SEWER (SS) ss ss <br /> � No work <br /> STORM DRAIN (SD) sD �sD= J:] <br /> C f) <br /> I �� ii MANHOLE -SEWER (SSMH) O <br /> Building 2 Prefab Garden Shed <br /> I E Church hOfflCe lawn 24'-9' 108 SFJ ° 3 MANHOLE -STORM DRAIN (SDMH) 0 <br /> r- i <br /> No work ��� <br /> i m o� 0 1,440 SF Building 3 cEi CLEANOUT (SSCO) o <br /> �o - No Work JE) LEACH LINE,TYP. <br /> a, ----- ----------- <br /> 0 ---- - <br /> I j � 45'-0° (E Sunda School <br /> O (E) D8 5'-0"1 YP. Qo y <br /> o +� 1,152 SF �,�a ; W CATCH INLET or DROP INLET (CI) (DI) 0 ■ <br /> a- 6' i <br /> q � A,� No work �QPROPERTY LINE (PL) —R —R <br /> S ,Qj -- -------------------- -- ��O CENTERLINE (CL) — —� <br /> %0 20, <br /> a FENCE (type as noted on plan) — <br /> b JN (E)SEPTIC <br /> -� I conc. / Accessory Structure (underground) <br /> — <br /> / 0 ELECTRICE --e---- <br /> 17 - 6" 19' - 4" / APN 086-020-01 E) Covered Patio <br /> 0 3000 gal 918 SF EDGE OF PAVEMENT (EP) <br /> ..yr ( _ o Q No Wo U <br /> *G• °' � CONCRETE (CONC) <br /> ..� -------- --- o w <br /> > I C <br /> 30' -G' v o Proposed Structure Use Conversion BLDG 4 <br /> 1'17 I Proposed p <br /> —6 • 10 Reduction. 15' Occupancy Classification Assembly Group A-3 <br /> to PL re Occupancy Category II (Table 1604.5) o <br /> I / Building 3 q Construction Type V-B C <br /> Structure <br /> Fellowship Hall light-framed wood construction,Single gable N <br /> p Building 10 1,200 SF comp roof over 1 x plank sheathing over z <br /> I © rafter/truss hybrid.Concrete stem wall and CC$ o <br /> Structure (E} pier foundation <br /> © (E} Church Sanctuary o � _ <br /> 5�P oo� �' 3000 SF conc. Renovation Proposed �- <br /> No work © Occupancy Separation None Required (Table 508.4) <br /> o N Allowable Area 6,000 SF per story(Table 503) <br /> 80' -0 75' - 0 30'-0" Allowable Stories 1 <br /> Allowable Building Height 40' Q <br /> Existing Building Height 17' t o <br /> W -... _ <br /> Zoning C-C U <br /> 15 -0 <br /> N <br /> v � - ' " oaa) <br /> 6'decorative iron N <br /> w <br /> (E)Cross Drain (E)ELEC. _�� fawn _/ —_ <br /> 1 <br /> 1 <br /> 28 -0 "o- <br /> \ � CV) o- .lawn --� C'Y� -� <br /> 6 decorative iron <br /> eress�rain helew — — — — — <br /> 18' - 6' 6'decorative iron <br /> \ ° < S (E)SWALE 2132 N <br /> 304.85' — — — — — — 1 r Stockton,lCA 95204 <br /> Dorado 1 <br /> -cress drain Ijelow-- — — <br /> (209)-406-2344 <br /> I <br /> ic#76963 <br /> EP <br /> Op?,0 S/p� <br /> QUASHNICK RD �`' �, <br /> 61 a C7 rn <br /> 31/16 <br /> I <br /> sT c►vl� C���P <br /> 4- <br /> OF C;RL 1Fa <br /> Plan <br /> These drawings and specifications are the <br /> 1 <br /> Site f Ian — property and copyright of used er <br /> be <br /> Engineering and shall not be used or <br /> __15-0' <br /> 5-0, duplicated in part in whole on any other <br /> _ work except by agreement <br /> ement with JCWagner <br /> Site Plan <br /> a <br /> N <br /> pN <br /> N <br /> M <br /> O <br />