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,.... ..f.. f ..-....: fit....... - - ....:.. ..... - <br /> THE RPP <br /> , , ROXIMATE BOUNDARY ...:: , <br /> ! - <br /> S A <br /> PPROX. PROPERTY SHOWN ON THESE PLAN <br /> IS , <br /> A <br /> PPROXBASED UPONSAN. JCA UIN Cf1NIYG. PROPERTY <br /> DATAD � <br /> ROOF L <br /> LOAD; <br /> EUNDER LINEHE FLOOR DEAD LOAD: <br /> DIRECTION OF TIM ODOM, PLS $4$$ FLOOR LIVE <br /> LAD <br /> y. }• ,fe' ° ,, _�}Fc . ;-� 1_MND LOADIN(`• <br /> F!r ,�', ' 1• THIS DRAWING IS FOR EX ULT, DESIGN <br /> !J`'J EXHIBIT PURPOSES 0a <br /> APN °0 ] WIND SPEED <br /> ONLY AND DOES NOT REPRESENT ANY RISK CATEGORY <br /> 245-1901-017 WIND EXPOSURE <br /> LEGAL SURVEY OF THE PROPERTY. INTERNAL PRESSURE <br /> 2. ALL FEATURES ARE EXISTING UNLESS <br /> 20 ACRFS COEFFICIENT <br /> i = NOTED OTHERWISE AS PROPOSED. C&C VELOCITY <br /> t 3• APPROXIMATE LOCATIONS ARE PRESENTED PRESSURES <br /> f FOR UNDERGROUND AND ABOVE GROUND <br /> FACILITIES, SEISMIC LOADIP G: <br /> I RISK CATEGORY <br /> SEISMIC IMPORTANCE <br /> SAN JOAQUIN COUNTY I �a <br /> FACTOR <br /> ' ENVIRONMENTAL HEALTH DEPARTMENTy¢G � SPECTRAL <br /> RESPONSE <br /> 1868 E. HAZELTON AV :-- p <br /> 1{10' OVERALL STOCKTON, CA 9520 SPECTRAL RESPONSE <br /> f 209)468-3420 '' �`` EXISTING SEPTIC COEFFICIENT St <br /> s SPECTRAL RESPONSE <br /> PROPOSAL APPROVED SUBJECT T : ° °� (APPROx, LOCATION) 0 COEFFICIENT S <br /> u4a�t,b t.z 7 <br /> OS <br /> ( OBTAIN SANITATION PERMIT" t4l SPECTRAL RESPONSE <br /> © OBTAIN WELL/PMP PERMIT , COEFFICIENT SDI <br /> POOL WI 36.000 GALLONS WATER <br /> NOTED BELOW ......_. _.........._.. <br /> STORAGE FOR FIRE SUPPRESSION ___....__.P <br /> ❑ CONDITIONS SITE CLASS <br /> REMARKS , SEISMIC DESIGN CATEG01 <br /> 8D' <br /> ENCLOSED v 3 <br /> L �tit <br /> _ SEISMIC FORCE <br /> i t <br /> _ RESISTING SYSTEM <br /> _-.. . AGE BLDG, <br /> A� WINE ST <br /> P f � <br /> �R SEISMIC <br /> RESPONSE <br /> Date _ By <br /> COEFFICIENT <br /> Approva extends only to that w Ich is shown and d 4135 t f__- -� s�,t I RECTO SRE MODIFICATION <br /> hereon and does not authorize or approve any 9mission or , i �'"�`—' ANALYSIS PROCEDURE <br /> Ul <br /> deviation from requirements of state laws or local oldinanoes. ' 3--- --,- } <br /> � � ',J' .�,'���� I I e � EDU <br /> �' EXISTING SEPTIC i RES117EIVGE I ' I SEE SITE NDANCY FACTOR <br /> PROPOSED STRUCTURE 127'± I PLAN (LEFT) salt <br /> (APPROX. LOCATION} 1 s-` .F! ,° <br /> 1 �a,!"'; I �' f SOIL BEARING CAPACITY <br /> �p F i I ( f ASSUMED PER C13C <br /> TABLE 1806.7 <br /> EXISTING DOMESTIC WELL <br /> N/A <br /> I ' <br /> ....EXISTING PROPANE TANK E STRUCTURE <br /> PROPOSED <br /> � tiLat16r1 Nmiser ,- , i Ur, o <br /> :w <br /> < r�1 <br /> O <br /> :. 7 z£ pts <br /> t dd� 0 ; Ld <br /> address <br /> i I <br /> ApMicant CergfdBSCrlb�d by 11t1S plan and fh tall existing and APPROX.OX. R�W ' j <br /> prapp Bd huct C$ ar ittltxov�nertts�re:�hown 1 N&applicant agrees to complete <br /> r $al��as#xw ahs 1tl$�ptll` q ..-..._ <br /> P"o b to lY whN r# hs of approval. <br /> 't <br /> EAST RIVER ROAD <br /> T iV AiFIVE A0PAQVAL FINAL APPA©VAL. —__ '~ ` <br /> 3 <br /> T <br /> AINJOI' IP/A\�A <br /> ©A <br /> BY ON,:.. <br />