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PROPOSED STRUCTURES \ �' — _ -- Agpiication #_� S 030 5 a <br /> � � � � � Fieceivee! By-- ----on _l�� <br /> A) PROPOSED 12'X60' MODULAR OFFICE (720 S.F.) 200' _ _ 'm <br /> B) PROPOSED 10'X15' STORAGE SHED (150 S.F.) — <br /> SEC. 28 SEC. 27 <br /> C) PROPOSED DOMESTIC WELL o MULCH SCREENING/COLORING - - — _ _ _ - - — - <br /> D) PROPOSED SEPTIC SYSTEM \ <br /> Ln I - <br /> E) PROPOSED MULCH STORAGE AREA <br /> F) PROPOSED 5' HIGH X 10' LONG MONUMENT SIGN (50 S.F. FACE) L ____________________ SEC. 33 SEC. 34 <br /> \ '/" <br /> H PROPOSED 30' WIDE GATE W/6' HIGH CHAIN LINK FENCING AROUND PERIMETER OF SITE i I � � � s \ o <br /> ) / 50 - <br /> G PROPOSED 30' WIDE, PAVED TRUCK AND AUTO DRIVEWAY ENTRANCE EXIT 50' <br /> Lo <br /> 1) PROPOSED 100'X100' STORM DRAIN RETENTION BASIN <br /> J) <br /> PROPOSED TRASH ENCLOSURE <br /> K PROPOSED 9'X20 PARKING STALLS <br /> i <br /> T. T0 <br /> APN 209-100-04 TION LINE - -� <br /> '1 30' WIDE PACIFIC <br /> I TELEPHONEell V <br /> TELEGRAPH <br /> COMPANY EASEMENT � /' � � <br /> TOE OF SLOPE <br /> �— 1/4 SECTION LINE <br /> /TRUCK LOADING i o i APN 209-100-14 C2 <br /> AREA <br /> (AB ROAD BASE <br /> 174' SURFACE) 0) APN 209-100-24 <br /> �� P <br /> i <br /> I N � <br /> 1 <br /> Z 0- <br /> 01 <br /> I a <br /> Q i o � 76 <br /> �J <br /> 6- <br /> 200' O �M �--+ <br /> i � w <br /> U <br /> EXISTING LIMITS OF <br /> SEASONAL WETLANDS • <br /> i, T.P. --� -�� / APN 209-100-24 <br /> co cv. <br /> SEE PROJECT AREA <br /> rOo <br /> SITE PLAN <br /> I 1I' I <br /> II 1 w <br /> i <br /> 60� <br /> EXISTING SPRING _ <br /> EXISTING LIMITS OF44' NICOLO <br /> SEASONAL WETLAND I i I n1039• ROAD 908.99 \ <br /> FUTURE 100% I _ <br /> SEPTIC SYSTEM ; I I �- --- I / _^; <br /> REPLACEMENT AREA B o <br /> _.--- _ <br /> -------- _-----------5-0- 1 50I Ii / g <br /> C <br /> 56'------- _`-- --- C1 IRAILROAD <br /> - - <br /> --- <br /> - APN 209-100-11 <br /> _ - I X300- co <br /> T P. <br /> Lo <br /> _ 9� <br /> j <br /> I i <br /> A �. <br /> �v ENr <br /> z <br /> 10' LANDSCAPE AREA <br /> "ORTH <br /> TP OVERALL PROPERTY SITE PLAN o z <br /> OF o E-. <br /> -- - _ _- -- Pq�/EMLNT N <br /> P ___ - <br /> SCALE 1 3 <br /> - / <br /> F <br /> t I I .,_ C <br /> - --- <br /> ---- / <br /> --- INGRESS EGRESS <br /> LICENSE FROM U.P.R.R. I D <br /> az <br /> -------- - - <br /> - <br /> - <br /> -- �3 <br /> VIA - z � <br /> -- - -- — <br /> NICOOLO 'T P ------ —__ <br /> —ROgp __� <br /> - - LLA <br /> �N�s <br /> U a >, z o <br /> _ e O <br /> o - <br /> - - - - - _ _ _ _ — - 44M <br /> UNIONf� <br /> _ PACIFIC RAILROAD -�N � w <br /> — OWNER/APPLICANT E-� H <br /> _ JetMulch, INC A W <br /> _ 4245 CAPITOLA ROAD, STE. 203 �r <br /> CAPITOLA, CA 95010 z Z <br /> STATCr <br /> E HIGHWAY <br /> DATE ROUTE z 205 <br /> ATF � Ld C� <br /> N NOTES °ATF ST�TF o 0 <br /> SCHULTE <br /> 1 . THE ASSESSOR'S PARCEL NO. IS A PORTION OF 209-100-24. y� ROAD <br /> SECTION LINE 2. THE PROPERTY ADDRESS IS 26106 SOUTH PATTERSON PASS ROAD. c <br /> 3. THIS PROPERTY CONTAINS 37.9 ACRES. <br /> 4. THE PROJECT AREA IS 4.3 ACRES.5. THIS IS F� S8p <br /> Q QQpP� DATE <br /> 6. THE GENOERAL PERTY PLANZDESIDGNATION601S A/G. P SITE 04/17/2019� <br /> 7. DOMESTIC WATER WILL BE BY ONSITE WELL. DRAWN BY <br /> 8. SANITARY SEWER WILL BE BY SEPTIC TANK AND LEACH FIELD. GR <br /> 9. STORM DRAINAGE WILL BE RETAINED ON SITE. CHECKED BY <br /> 10. THIS PROPERTY IS NOT SUBJECT TO INUNDATION FROM THE 100 JAG <br /> YEAR FLOOD (PANEL NO. 725F). <br /> NORTH PROJECT AREA SITE PLAN 11 . THIS PROPERTY IS NOT UNDER WILLIAMSON ACT CONTRACT. JOB No. <br /> VICINITY MAPSHEET 2018-243 <br /> NO SCALE <br /> SCALE: 1"=50' <br /> © QUARTAROLI & ASSOCIATES, INC., 2019. ALL RIGHTS RESERVED oR I SHEETS <br />