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• .a. ,_ .�; _ .. .... _ _. .art,.,, vi <br />FG <br />_1 <br />/00' 1,41AI. (r YP) <br />150' MI/V. rO <br />SEEPAGE Pl r5(TYP) <br />_ Ilk_ 4 or- <br />N EAS A7ER DISTRICT 4 8 <br />E= 46.90 <br />WELL $' i -----------F6-�� <br />0 o <br />,40 ' N <br />�ry 2 AC ' LOTS <br />DM <br />H 4 �R <br />ho 1 STALLS , i _ _� .50 AC 49 <br />612-61 <br />dOW 619.46 48. 60 <br />' + 46.3o <br />f 5 <br />`co2 +4856 <br />k .. r _ �� AC <br />OWELL - 38 �'C - <br />N w� i ,� � � - 83. l� � � <br />D WELL s 0 k9 12,000 SQ. FT. LEACH AREA <br />WELL +48.50 REQUIRED WITH SEEPAGE PITS <br />v 21.95' ��� �F•,�`� �OF DITCH TYP e o ��S.io T15.14 (TYPE <br />a%: t <br />SEE& SNEaTNi PtP� • <br />III NtAD <br />4715 E/P A f to v0t t�,. '� 2 A O <br />4 8 <br />47.37 1 �� �. ND PtP� <br />47.16 E/P <br />` EXIST, P P (TYP). GRADE 'UM <br />47.16 OG ` DITCH <br />MAIN OLES� , ';y R „� �;; .. `2 D7'. �`, ��` 1� tg' ptA sCA <br />47.59 E/ 5 2 <br />47.43 .�' LrA DWELL <br />47.3IOG - `" ti T <br />STA 10+00 E SUMMERS COURT j �� SCALE: 1 "=100' <br />E ALPINE ROAD ', 2 AC ,k0o <br />47 <br />RES7"1 rED .4 CC E 55 ` E k <br />��� ICA; 5ga.46 <br />a <br />47.55 E/P 1 1 j c tt • 2� <br />47.62 , � AN NOTES <br />47.53 E/P <br />47.61 OG 1. ALL EXISTING 1O" DIA STAND PIPES, UNDERGROUND 46.2 111IRRIGATION <br />4? 10' STREET DEDICATION PIPES & IRRIGATION VALVES TO BE REMOVED AS PER SAN <br />JOAQUIN 10 p 2. EXISTINGCWELLY&SPUMPARD TO BEERE ABANDONEDAAND.REMOVED AS PER <br />_( GLADE BREAK ` ,N� EI SAN JOAQUIN COUNTY LOCAL HEALTH DISTRICT RULES AND <br />H16HPOIAI T \, �5 <br />REGULATIONS. <br />q ALPINE R°A n R 3. TBM = CHISELED "+" ON TOP OF GUARD POST (VERTICAL <br />RAILROAD TRACK) ON THE EAST SIDE OF ALPINE ROAD <br />AT RAILROAD TRACKS, 30' NORTH OF NORTHWEST PROPERTY <br />CORNER ELEVATION = 50.42 SAN JOAQUIN COUNTY DATUM. <br />4. ALL DOMESTIC WELLS SHALL BE LOCATED A MINIMUM OF <br />30 30 100' FROM SEPTIC AND LEACH AREAS AS PER SAN JOAQUIN <br />TO 0 COUNTY ENVIRONMENTAL HEALTH DISTRICT. <br />ZO OO 5. RESIDENTIAL SPRINKLER INSTALLATIONS <br />SHALL CONFORM TO SPECI- <br />FICATIONS SET FORTH BY NFPA STANDARD 13D: STANDARD FOR <br />1 12' 12' 4' 6' THE <br />ELINSTALLATION OF SPRINKLER SYSTEMS IN ONE AND TWO FAMILY <br />MOBILE HOMES, 1989 EDITION. <br />VARIES EX/Sr AC PAVING <br />VARIES I 6. RELOCATE EXISTING UTILITY POLES WHEN ALPINE ROAD IS <br />`a WIDENED. THE COST OF RELOCATION WILL BE THE <br />RESPONSIBILITY OF THE OWNER. <br />SLOPE S DEPTH <br />VARIES <br />SEE ABOVE FOR <br />f'S <br />DITCH <br />ALPINE ROAD <br />60' R/W <br />NTS <br />RIW 50' R/ff � <br />DILLON ENGINEERING <br />IVA P075 <br />fa' fa` 4' S' <br />oQR�ESSI ENGINEERING PLANNING SURVEYING <br />5' 4' D1820 W. Kettieman Lana Suite E <br />LOU <br />N RUE. �; �� Lodi, California 95242 <br />No.25835 <br />(209) 334-6613 <br />F EXPIRES ALPINE ES TA TES <br />12-31-93 <br />H WN Er Rc To r PRIME COA.�,F C V,,,��� IMPROVEMENT PLANS <br />N T OF CAl-1 <br />t OF DITCH 4 AS R-5 T.L=15 ti OF DITCH EXISTING TIO, GRADING A <br />4• DRAINAGE PLAIN <br />DEPARTMENT OF PUBLIC WORKS <br />SECTION A - A SAN JOAQUIN COUNTY, CALIFORNIA <br />REV. Na DE�d�P7IdV DATE SCALE: AS SHOWN APPROVED BY <br />MOVOWAY r_U4•VLRTI 5 /go DESIGNED BY: SLY <br />NOT TO SCALE DITCHo DA7E <br />!%0I WUl 0 V. <br />20.008 <br />20.00' <br />1� <br />GRADE ffRFAK, <br />EXIS71NG E/P <br />0 <br />-- --- --+ <br />48.45 E/P 4(6.00 E 551.10` - - -- - - - --� ' <br />48.58 , <br />y' <br />48.30 E/P ` 10' STREET DEDICATION <br />46.60 OG `1 1 <br />2 AC I ' <br />1 ` � I <br />l �o <br />' SBIc� <br />51I------- <br />.�. 5.26" <br />- r g,p454,00 <br />p� l '- ? g <br />46.81 E/P <br />47.1 ZN 3 P <br />46.89EP <br />46.75 OG 3 AC <br />1 „ vq�%J ;u RESIN NIIAL <br />EXIST. FENCE LINE E SOUTHERN PACIFIC RAIL ROAD <br />(TYP} ,,9 - - q� °`0 - - � - - IL= 46.10� 36A CONC. CULVERT EXIST. <br />4� 2404.7 - STOC1 <br />f 423 49 <br />+474 `�,, +`48.z• O WELL <br />!L �STA 21+49.56 <br />t CUL-DE-SAC <br />--- AC 4765 <br />AC 36.14" <br />. 1RRtc <br />%�44r 4 X►STtO tT(Pi Nil I n.0! <br />A <br />2 ac 2*6f� b <br />