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. ` , ^` "I;-Rtion # SITF p! Q o" <br /> USE PERMIT PLAN FOR JdBy L <br /> ����n r� <br /> LKQ DISMANTLING N � <br /> STOCKTON, CALIFORNIA <br /> yo2 ��oo QROFES � <br /> PROJECT <br /> LOCATION <br /> 3Al <br /> sf4T OpV\C���o <br /> 2 �O <br /> CD <br /> V� p <br /> W <br /> Q <br /> 0 <br /> VICINITY MAP <br /> NTS <br /> PARKING CALCULATIONS o <br /> N h <br /> �- - - . STRUCTURE PROPOSED USE GROSS FLOOR OVERALL PROPOSED PROPOSED PROPOSED <br /> -i <br /> AREA (SQ FT) BUILDING TRAILER STANDARD ACCESSIBLE <br /> U <br /> HEIGHT PARKING PARKING PARKING W <br /> PROPOSED BUILDING WAREHOUSE/OFFICE 400,000 44 63 184 6 <br /> *BASED ON THE EXPECTED USE OF THE FACILITY, THE PROPERTY OWNER WILL BE REQUESTING A DEVIATION <br /> FROM THE COUNTY PARKING REQUIREMENTS. <br /> FLOOD PLAIN NOTE <br /> Q <br /> THE BUILDING PAD AND IMMEDIATE PARKING AREA SURROUNDING THE BUILDING WILL BE FILLED TO <br /> APPROXIMATELY EL 26.6 (NGVD 29), EL 29 (NAVD88), TO RAISE THE BUILDING PAD ABOVE THE 100 YEAR <br /> BFE, UTILIZING FILL GENERATED FROM THE SITE WITHIN THE CURRENT 100 YEAR FLOOD PLAIN LIMITS. THIS z <br /> SCENARIO WILL RESULT IN A NET-ZERO IMPACT TO THE FLOOD PLAIN, AND WILL REMOVE THE BUILDING <br /> FROM THE 100 YEAR FLOOD PLAIN. THE PROPOSED FILL OPERATION WILL REQUIRE APPROXIMATELY 75,000 <br /> \ \ CUBIC YARDS BASED ON PRELIMINARY ANALYSIS, BUT IS SUBJECT TO CHANGE BASED ON FINAL ANALYSIS. a <br /> ALL FILL WITHIN THE FLOOD PLAIN WILL BE PERFORMED IN ACCORDANCE WITH FEMA REQUIREMENTS. Z <br /> FIRM PANEL NUMBER: 046OF <br /> MAP NUMBER: 06077CO46OF C <br /> LANDSCAPING NOTE <br /> _ — - - - - - -. - - - — <br /> 8'04"W 3' <br /> N163 2043.9 • �- — _ �_ ;� / LAN Q <br /> - `` - ,( ;� o -�_ \� MINIMUM OF 5% LANDSCAPING WITHIN THE PERIMETER V <br /> ,� .. PROVIDE A <br /> (63)TRAILER PARKING AA '. 'ii <br /> PREPARED FOR <br /> CLI : <br /> \ 0Z v \��•N� / KP DEVELOPMENT PROJECT LOCATION G <br /> A �� \ 8025 FORS'(FH BLVD LL. <br /> i n1 .0 a PROPOSED BUILDING (+\\ �-� ST. LOUIS, i0 63105 z Z <br /> tP (314) 261-7363 SITE ADDRESS: Q <br /> 400,000 SF tfP �' CONTACT: STOCKT3263 ASTON, CA CHEROKEE ROAD Z <br /> GARRETT RAJKOVICH mj <br /> APN: 132-070-10 <br /> S1638'04"E 97.09' _ <br /> CL <br /> 0 <br /> DISMANTLE F <br /> cc <br /> Wo <br /> U) 116164 <br /> / / LLI a <br /> / l o <br /> � — = � v �� v: �, J <br /> Nel <br /> \ \ ?\\ <br /> - 17TH-INr e <br /> b �r <br /> _. D A 0 � ti <br /> Q F i✓ <br /> / r <br /> r <br /> r <br /> - N <br /> DRAINAG <br /> PROJECT SITE: 300 150 0 30o M <br /> �� 104 ACRES <br /> —— — c� <br /> 300' a s <br /> ac c ° o <br /> i <br /> a <br /> r. <br /> � e <br /> �J <br /> zz <br /> ,— / ( oto \\ ' `� � 'A� p/ � • Z/t � <br /> N <br /> -5 <br /> c7' <br /> A'j/ <br /> yp � <br /> � _ ..-. ->Y�, ��'a � \ � � ,A V �. %�kQ $9 F'!� 0� 0��V0�' �5•�l� <br /> JOB 18-2131 <br /> DATE: 03 23 2018 <br /> SCALE: AS SHOWN <br /> y DRAWN: <br /> f° � 1 n��) �4.A � � \ ij. �� � o t� V Ate•\ � x, �Q� ��� /////•�i/ �> <br /> l z L \ zs� p 7/ �i <br /> �" CHKIGD. <br /> F <br /> o ).\ 7 <br /> SHEET <br /> NUMBER <br /> vV <br /> o <br /> 0 <br /> w t r 'Alcl . 1 <br /> < � �y//�/ Q ��'� ��i/�9P�E � � COPYRIGHTO 2018 NORTHSTAR ENGINEERING GROUP, INC <br />