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6595 JACK TONE ROAD, STOCKTON, CA 95215 (AmPoNo 181-08-01 7) 1.1 9 ACRES <br />EXISTING PROPERTY LINE (260.00') <br />I <br />20' <br />25' PROPOSED LOCATION OF NEW 1200 GALLON <br />SEPTIC TANK AND LEACH LINES 11 <br />25 � ► NEW 766 SQUARE FOOT <br />------------------------------ 2 -CAR GARAGE <br />—�` <br />50, <br />169' <br />CD <br />0 <br />ICD <br />0 <br />N <br />w <br />Z_ <br />J <br />i <br />w <br />a_ <br />O <br />ril <br />la <br />Iz <br />cox <br />w <br />109, <br />KISTING FRESH WA' <br />.00 EXISTI <br />(4) EXISTING ROUND METAL <br />STORAGE BUILDINGS <br />\RE FOOT SINGLE <br />VCE <br />200 SQUARE FOOT COVERED <br />JT PORCH <br />O <br />0 <br />0 <br />0 <br />2 <br />Lu <br />Z_I <br />J <br />�I <br />w <br />d <br />O <br />c� <br />z_ <br />�I <br />XI <br />w <br />0 <br />Q <br />O <br />Lu <br />z <br />O <br />Y <br />U <br />Q <br />LL <br />O <br />w <br />z <br />J <br />Lu <br />H <br />z <br />w <br />U <br />(D <br />Z <br />H <br />U) <br />x <br />w <br />a <br />• <br />Lu <br />Z <br />0 <br />F_ <br />0 <br />Q <br />0 <br />Z o E <br />Q Q O c <br />U <br />C�J�M� � <br />Z J Lo Ic� <br />LL�OQU <br />Q Z <br />�HJZN Q) <br />O J U O `. <br />=w Q w <br />��`Uz <br />LLI <br />ZC4�0 <br />�0�w= U <br />tl)VN <br />Q <br />C� <br />Z <br />O <br />Fm <br />(m) <br />W <br />O <br />a <br />ff�^ <br />v! <br />LLL <br />Q <br />0 <br />(N <br />cy) <br />Q <br />o <br />Q <br />0 <br />L1J <br />Q <br />Q <br />� <br />U <br />uic <br />o <br />�c <br />> <br />��0 <br />aQ� <br />a <br />U <br />1 <br />�^ <br />z <br />O <br />O <br />-om <br />O L O <br />Z <br />W <br />ov <br />(D <br />V <br />Z <br />m <br />I..1. <br />L..LL <br />� <br />� <br />U <br />W <br />> <br />U) <br />UJ <br />U <br />N <br />m <br />L <br />C -0 c: <br />� <br />(D <br />w <br />a <br />w <br />Q <br />0 <br />U <br />�,o <br />0E <br />m���� <br />N <br />0O <br />o o <br />0 <br />Z o E <br />Q Q O c <br />U <br />C�J�M� � <br />Z J Lo Ic� <br />LL�OQU <br />Q Z <br />�HJZN Q) <br />O J U O `. <br />=w Q w <br />��`Uz <br />LLI <br />ZC4�0 <br />�0�w= U <br />tl)VN <br />Q <br />C� <br />Z <br />O <br />Fm <br />(m) <br />W <br />O <br />a <br />ff�^ <br />v! <br />LLL <br />Q <br />0 <br />(N <br />cy) <br />Q <br />o <br />Q <br />0 <br />L1J <br />Q <br />Q <br />� <br />U <br />Z <br />��0 <br />aQ� <br />C/) <br />U <br />z <br />� <br />O <br />Z <br />Ln <br />LJJ <br />(D <br />m <br />Z <br />W <br />> <br />0 <br />� <br />w <br />w <br />a <br />w <br />Q <br />I I DRAWN BY: <br />— — — — — — — — — — —EXISTING PROPERTY LINE (260.00-) — — — — — — — — — — — <br />A. GASPER <br />SCALE: 1 If <br />= 16' <br />NOTES: PLAN DATE: <br />GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT <br />A SLOPE OF NOT LESS THAN 6 -INCHES WITHIN THE FIRST 10 -FEET (5% SLOPE). 2016 CRC SECTION R408.3. 5-23-2020 <br />STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. PROJECTS WHICH DISTURB LESS <br />THAN ONE ACRE OF SOIL AND ARE NOT PART OF A LARGER COMMON PLAN OF DEVELOPMENT WHICH IN <br />TOTAL DISTURBS ONE ACRE OR MORE, SHALL MANAGE STORM WATER DRAINAGE DURING <br />CONSTRUCTION. IN ORDER TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION, ONE OR SITE PLAN <br />MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT <br />PROPERTY, PREVENT EROSION AND RETAIN SOIL RUNOFF ON THE SITE. PER CGBSC 4.106.2 <br />1. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. 1 <br />2. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER N <br />OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR SHEET NUMBER <br />OTHER METHOD APPROVED BY THE ENFORCING AGENCY. <br />3. COMPLIANCE WITH THE LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. 2 <br />A MINIMUM OF 65% OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE GENERATED AT <br />THE SITE SHALL BE DIVERTED TO AN OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY. <br />PLAN NUMBER: <br />al IxIL <br />