Laserfiche WebLink
\ m <br /> \\\ <br /> pEL7IElZ WOAD <br /> \ GL EMENT5 <br /> a <br /> \\ Ln <br /> FROJEG T <br /> tow <br /> LO <br /> EXISTIN6 I I \ <br /> VINEYARD jDRIVEWAY I \\ <br /> \ • un <br /> 00 <br /> f <br /> C M <br /> C � �n <br /> 4 I I \\ W W Z <br /> I I V CQ <br /> C >— <br /> N <br /> I a \ <br /> Z o � <br /> � � <br /> + I • <br /> VI C I NI 7Y MAP Uwo� oo � <br /> I I NO SCALE C) Z U-jF <br /> uLvn <br /> { 1 F I d o 0 0 o <br /> I �y.� I I I Z N <br /> 1 ------------ + + I C EXI5TIN6 1 <br /> i I40. I I l VINEYARD 6ENERAL N07ES W <br /> PROPOSED g I ! . SAN I TARP SEhfER: EXI5TIN6 ON-SITE SEPTIC SYSTEM. EXPANSION ` <br /> RAVEL I <br /> A + NOT RFOU I RFD FOR PROPOSED STORAGE BUILDIN6. <br /> GAVES <br /> DR I YE <br /> m+Ariz�r <br /> 2. DOMESTIC WATER: EXI5TIN6 ON-SITE PRIVATE WELL. CONNECTION <br /> _ <br /> �EX15TIN6 <br /> kf <br /> NOT REOUIRED FOR PROPOSED STORAGE BUILDIN6. <br /> ----- -� PAVEMENT <br /> 1160.X1rose I 3. FIRE SUPPRESSION: THE EX15TIN6 ON-SITE FIRE SUPPRESSION <br /> f { SYSTEM WILL BE UPGRADED AGCORDIN5 TO GORE REOUIREMENTS <br /> AND WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE SAN <br /> I 1oxNa�d I� JOAOU I N COUNTY FIRE GH I EF5 ' ASSOCIATION. <br /> 35.00' I <br /> � 4. STORM DRAINAGE: ALL ON-SITE STORM WATER RUNOFF WILL BE <br /> 1 CONTAINED ON PRIVATE PROPERTY. SITE WILL BE GRADED TO <br /> I I / DIRECT STORM WATER RUNOFF AWAY FROM THE PROP05ED 5TORA6E ti <br /> BUILDING AND INTO THE ADJACENT EXI5TIN6 VINEYARD. z�lC <br /> r o.cn' 25.m' EXISTIN677 <br /> i w j O O <br /> j STORAGE 5. PARK I N6 d DRIVEWAYS: NO PARK I N6 RFG U I RED FOR PROPOSED <br /> I BUILDING HBIL <br /> 5TORA6E BUILDING. PERIMETER 5RAVEL DRIVEWAY PROPOSED, AS M <br /> 5HO Il. J <br /> r �, I — L6 <br /> I — -- I -a 6. LAND5GAPI N6: PROP05ED LAN05CAPI N5 COVERED UNDER 5EPARATE <br /> i'r PROPOS I I 6ARA6r I ___ I Q SUBMITTAL BY OWNER. SLOPE OF 5I TE LANDSGAPI N5 UNKNOWN AT <br /> 8 2 <br /> STOR�46 8 I TItiS -5T <br /> EXISa� NOfJSE <br /> 8 I ' I I THIS TIME. <br /> Z <br /> $U I LDI N6 y 1 I I ` I 7, MISCELLANEOUS 51 TE FEATURES: NO SI6N5, FENCES, STORAGE OR O � <br /> TRASH ENCLOSURES ARE PROPOSED. <br /> o2b,oGc� i ! Ns E <br /> �---- 60 NB + 'u v 11.E <br /> ` I L BALcow J -BALG <br /> FX <br /> I -— 13TIlV6 DpM STj (� <br /> Y—FROM -51 TELu <br /> I L�J EX. GRAVEL <br /> I 'FJQ5TIN5I DRI YE <br /> Tiu�e J � � I, I � •(�i / i_ O z z <br /> EX.Tyrr�0 <br /> 10-0011 <br /> 1 — EX. LEACH LINE O <br /> 7 7— <br /> EX. LEAGN LINE rl EX. GRA VEL <br /> u DRIVEWAY <br /> d f <br /> 4 PROPOSED <br /> BUILDIN6 <br /> I I � <br /> I, I i I II i m <br /> j <br /> 1185 340' 1 <br /> I <br /> - <br /> RYAN CARREL,R.C.E.61619 <br /> DANIEL ENGLAND, <br /> O DAVE SKIDMORE,2 L.S.7126 <br /> I I o <br /> EXI5TINO SEPTIC EX. WELL SITE o��ssr <br /> LEACH FIELDS <br /> EX. VINEYARD ROW A 1\J <br /> --------- EX. EDGE OF PAVEMENT J 1 J 1 j J - 3 x ENa.6 30-05 <br /> FOCI 5T I N6 ' -------- EX. EDGE OF CRUSHED ROCK 'w P <br /> VINEYARD I <br /> ——5 QW- <br /> E)<. SANITARY SEWER LINEEX!STI N6 STq�OF CA1.1F���\P <br /> ——W— <br /> EX. WATER LINE VINEYARD <br /> EX. AREA OF CONCRETE DRAWN BY: J. A. S. <br /> PROP. AREA OF GRAVEL DATE: 3/24/04 2`26 <br /> PROP. EDGE OF CRUSHED ROCK f840 SCALE. +=20 <br /> { I DWG: 235BCAL6 <br /> 5 I TE BEAN CHECKED: R. D. G. <br /> SCALE: 1 °=200' jos# 2350-04 <br /> SITF PLAN <br /> I SEE PLAN A T LEFT SHEET <br /> FOR SITE DETAILS Application # PA m 0 4 0 <br /> 10 <br /> OF <br />