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... ........ ...... <br /> APPROX. RIGHT—OF—WAY: <br /> APPROX. PROPERTY LINE <br /> r";0Z <br /> Z' <br /> EXISTING GROUND FEATURE <br /> PROPOSED STRUCTURE <br /> EXISTING STRUCTURE <br /> ROOF DEAD LOAD; <br /> BOUNDARY NQI[E <br /> APPROX, <br /> 5 <br /> INFORMATION SHOWN ON THESE PLANS 15 PROPERTYROOF LIVE LOAD; <br /> LINE <br /> J" THE APPROXIMATE BOUNDARY APPROX, PROPERTY LINE <br /> J BASED UPON SAN JOAQUIN COUNTY G.I.S. FLOOR DEAD LOAD. <br /> FLOOR LIVE <br /> LOAD: <br /> iNE STORAG <br /> DATA, AND WAS REFERENCED UNDER THE <br /> E BLDP.�,,z,��.,Io,`.,,, <br /> DIRECTION OF TIM ODOM, PLS 8468. <br /> WIND LOADING: <br /> -H <br /> ULT, DESIGN <br /> SITE PLAN NOTES WIND SPEED <br /> 00 <br /> APN RISK CATEGORY <br /> 1, THIS DRAWING IS FOR EXHIBIT PURPOSEWIND EXPOSURE <br /> RE <br /> -190-017 INTERNAL PRESSURE <br /> "r J, ONLY AND DOES NOT REPRESENT ANY 245 <br /> COEFFICIENT <br /> LEGAL SURVEY OF THE PROPERTY. 20 ACRES <br /> Cc VELOCITY <br /> 2. ALL FEATURES ARE EXISTING UNLESS PRESSURES <br /> NOTED OTHERWISE AS PROPOSED. <br /> f 3. APPROXIMATE LOCATIONS ARE PRESENTED SEISMIC LOADING: <br /> FOR UNDERGROUND AND ABOVE GROUND FACILITIES. RISK CATEGORY <br /> SEISMIC IMPORTANCE <br /> FACTOR <br /> SPECTRAL RESPONSE' <br /> COEFFICIENT S5 <br /> SAN �L{HEIALTH <br /> SPECTRAL RESPONSE <br /> ENVIRONMENDEPARTMENT <br /> 1868 E. HAZELTON AVECOEFFICIENT S,�,-STOCKTON, CA 9520EXISTING SEPTIC SPECTRAL RESPONS <br /> 0�! <br /> COEFFICIENT SOS <br /> OVERALL (APPROX. LOCATION) <br /> 100 go- (209)468-3420 9� 9 SPECTRAL RESPONSE i <br /> SUBJECT T66- -, COEFFICIENT Sol <br /> PROPOSAILAPPROVED <br /> Aj <br /> :RMIT�41�1 <br /> P�OBTAIN SANITATION PE SITE CLASS <br /> L/PMP PER POOL W/ 36,000 GALLONS WATER SEISMIC DESIGN CATi <br /> 0 OBTAIN WEL MIT <br /> NOTED BELOW SEISMIC FORCE <br /> © CONDITIONS N ST FOR FIRE SUPPRESSION <br /> 1-k v..'P� <br /> REMARKS RESISTING SYSTEM <br /> PATIIO <br /> ENCLOSED cok'e'� rL '3)A A- <br /> 80 <br /> :a Z-7 blUKAUt BLDG, <br /> 4 k4rC&O'Llt- IC RESPONr <br /> LAI -93 <br /> SEISM ;E <br /> We� COEFFICIENT Ca <br /> RESPONSE MODIFICA' <br /> +H <br /> FACTOR R <br /> Date 4$,5'± 69'± <br /> -�thatAfKichls shown and dpoeFibed ............ <br /> Approv'I extends only to ANALYSIS PROCEDUF <br /> hereon and does not authorize or approve any emission or <br /> ts of state laws or local oldinances. REDUNDANCY FACTO. <br /> deviation from requiremen hLL SITE <br /> im EXISTING SEPTIC RESIDENCE PLAN (LEFT) SOILS: <br /> 127 <br /> 0 (APPROX. LOCATION) <br /> X X W X X W X A A X <br /> 0 <br /> -j SOIL HEARING CAPAC <br /> PROPOSED STRUCTURE 03 ASSUMED PER CBC <br /> TABLE 1806.2 <br /> Ld <br /> FLOOD ZONE: <br /> Ln: <br /> N/A <br /> . .................... . ..... <br /> EXISTING DOMESTIC WELL <br /> ...... PROPOSED STRUCTURE <br /> EXISTING PROPANE TANK <br /> -H <br /> LY <br /> �-o <br /> Date By <br /> B�y_ <br /> \PROP( <br /> . ..... JLL) PQ <br /> LJ <br /> 1 <br /> !Z <br /> AOPHOWn k0mbor f1f 1 <br /> 06n F- <br /> Z <br /> >1 <br /> d, ry <br />