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RENEE <br />I <br />II ------------------------------- <br />I � <br />0.003 <br />190 LF 1200 PVC SDR35 4i - <br />® S= .0015 A <br />vi <br />EXISTING 6' HIGH 7'5� { �� 107.20 <br />MASONRY WALL \ <br />�TCNqA51r1 _ <br />6 1121 -INV r 71 <br />107.5- --� <br />I <br />1 I =In I I =to - o <br />O p I ( U O U ac <br />LO <br />nN <br />U <br />> ^ <br />zQQ' M� U <br />^p <br />^o <br />N��• I <br />� <br />N® <br />� cil1 � + ova I - o N - Lw< - <br />�® I+ _ IAVE_N__U__E__ <br />---�---- - ---)-- L---= -L- i <br />25 LF 15"0 RCP CL. 1I1 I <br />® S=-.0020 _� <br />1 00 2+00 3+00 4+00 <br />0.003 _ <br />---c== <br />1 1 <br />---------------------- <br />4+10.14 BCR -- ---, <br />-O / N 112.27 TC 5+45.88 ECR <br />LO <br />/ CN 111.49 TC <br />/ 5+43.13 CB <br />- I 111.50 TO j <br />��ilrl Al rJJ J - r s AI rr s �� ''01\11 r 1\10. 3 10 <br />I <br />5+00 _ ___ 6+00 7+00 <br />' S4 LF 12"D PVC SDR35 i/ <br />® S= .010 <br />4+96.14 ECR <br />112.17 TC I I <br />5+46.27 BCR <br />111.49 TC <br />5+43.52 CB <br />111.50 TO <br />I�I <br />I I <br />I P --- <br />I <br />I I 1 <br />I I <br />3 ( LEACH FIELD <br />8000 SQ. FT - <br />-114-----� - <br />II �\ <br />I I4.U4 - -- --------------------- <br />LEACH FIELD <br />8000 SQ. FT. <br />w <br />\ /� /' \ \ d - 3+44.66 EC 3+44.66 EC /� LEACH FIELD <br />/ / \ \ 0 112.36 TC I �� n TT 12.36 TC T I 8000 SQ. FT. <br />3+02.44 0 <br />...-112.58 TO MT o I----- <br />��� 2+79.61 f <br />�� I LEACH FIELD -- - - - - / l /"� 112.65 TO <br />--- ------ \ + ^ S000 SQ. FT -------- T------- <br />/ /r- <br />- moh l -%9 <br />EARTH SWALE <br />S= .005 (TYPICAL) I / <br />SEE DETAIL SHEET 8 I / <br />I \ wo 00 <br />+ + z / Xo C I LEACH FIELD/ <br />CNN/' ' tiT //� / _ J` I 8000 SQ. FT. / <br />% I s <br />I <br />I <br />I <br />I <br />I <br />12 LF 12"D PVC SDR35 <br />�--® S= .0015 <br />I CATCHB <br />11,1 RS1/V B <br />6.77 /NV, $ <br />722 /NV,�Iy� <br />1 ' S.D.E. <br />I <br />ti I <br />o� <br />I <br />SCALE: 1"= 50' <br />Cs \ <br />N 0 50' 100' 150' <br />\ 1 <br />PROVIDE A 10' WIDE (MIN.) <br />ACCESS ROAD TO THE POND <br />�_ 4" CLASS it AGGREGATE BASE <br />OVEI CLASS A SUBGRADE <br />o - <br />1-1,11 rr r� <br />NOTES. <br />1. EXISTING LOTS SHALL REMAIN UNGRADED EXCEPT AS NOTED ON <br />THIS PLAN. LOT AREAS WITHIN THE VICINITY OF BUILDING SITES <br />SHALL BE GRADED AS SHOWN ON TYPICAL LOT GRADING, BELOW. <br />2. LOT OWNERS SHALL BE RESPONSIBLE FOR MAINTAINING THE <br />DRAINAGE SWALES LOCATED ON THEIR LOTS. <br />J. ALL GRADING SHALL COMPLY WITH 1994 U.B.0 CHAPTER 18 AND <br />APPENDIX CHAPTER 33. <br />4. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. <br />30' S.D.E. AND EXCLUSIVE SAN JOAQUIN <br />I COUNTY ACCESS EASEMENT. <br />I <br />' `-INSTALL 387 LF OF FENCE <br />(BY OWNER) <br />I I <br />i <br />--------------------- <br />1 <br />---- <br />1 65.97 I \ 'Z PLACE 1'-0- FILL (COMPACTED THICKNESS) <br />AT BUILDING PADS. SCARIFY AND COM A <br />RCT <br />L/ ' - EXISTING GRADE TO 90% COMPACTION. PLACE <br />J /''ro FILL IN 6" LAYERS AND COMPACT TO 90% <br />I \ Op 0035 <br />' <br />\ 10' S.D.E. <br />'1+68.93 48.g3 <br />02 TC <br />' ''S� I I R=41'0 <br />THE LOCATION OF THE LEACH FIELDS AS SHOWN �1 i <br />ARE APPROXIMATE. THE RESIDENTAIL CONTRACTOR \ <br />01. <br />i I COMPACTION. (WHEN THE LOTS ARE DEVELOPED) <br />' 10' S.D.E. 1 ' - <br />\ \ I I <br />IS TO LOCATE AND INSTALL THE INDIVIDUAL LEACH <br />FIELDS PER SAN JOAQUIN COUNTY LOCAL HEALTH ' <br />DEPARTMENT STANDARDS (ORD. 549). ' >> 1 +35 21 TO'��xc,� sem soow� <br />\ I S6 114.12 `114.6 i' ' >`�� 0 yA <br />CA <br />\ \ / <br />\ I \ \ 10' S.D.E. 11 z I of ro CH FI <br />LEACH LEAELD / <br />\ '' <br />10,000 SQ. LFT. �\ � � q � o ^ 8000 SQ. FT. <br />\ ----- 116- <br />\ -9 <br />116.7 ' 10' S.D.E. ` \ <br />1 / <br />C` <br />q �\ <br />IRRIGATION DISTRICT CANAL <br />``�-------------------- ,161 <br />� II <br />�Pxv <br />' qis- G STdRM DRAINAGE PbAv <br />/ <br />TO NATURAL DRAINAGE COURSE <br />OR GRADED SWALE AS SHOWN <br />ON GRADING PLAN. (TYPICAL) <br />FINISH FLOOR 1'-0" MIN. <br />ABOVE ADJACENT GRADE <br />0 <br />1% <br />I <br />I <br />10' S.D.E__ <br />I <br />I <br />I <br />I <br />I <br />� I <br />^ I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />BUILT UP 1 % <br />BUILDING PAD ~I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />TYPICAL BUILDING PAD <br />NOT TO SCALE <br />Q ftOf E SS I <br />9,729 <br />* EXPIRES 12/01 <br />SrgrFCIVI\-\r <br />OF CAUf <br />k <br />N <br />Q <br />J <br />SIEGFRIED <br />ENGINEERING, Inc. <br />� <br />[EE <br />Q <br />Civil Engineering ■ <br />Land Surveying ■ Structural Engineering ■ Planning <br />o q 1,0 <br />_ <br />4045 Coronado Ave. ■ <br />Stockton, CA 95204-2396 ■ 209 943-2021 ■ FAX 209 942-0214 <br />T� <br />V <br />p <br />a <br />Z <br />o <br />0 <br />Q ftOf E SS I <br />9,729 <br />* EXPIRES 12/01 <br />SrgrFCIVI\-\r <br />OF CAUf <br />DATE DEC. '97 <br />DRAWN BY <br />K.Y.L. <br />CHECKED BY A.J.L. <br />JOB NO. 97-111 (97361), <br />SHEET <br />OF 8 SHEETS <br />N <br />Q <br />J <br />W <br />m <br />� <br />CA <br />Q <br />W <br />T� <br />V <br />w0 <br />a <br />Z <br />o <br />0 <br />N <br />F <br />0 <br />UZ <br />a <br />Z <br />Q <br />z <br />- <br />W <br />OW <br />Q <br />C\2 0..I <br />� <br />Cf) <br />C) <br />z� <br />w <br />DATE DEC. '97 <br />DRAWN BY <br />K.Y.L. <br />CHECKED BY A.J.L. <br />JOB NO. 97-111 (97361), <br />SHEET <br />OF 8 SHEETS <br />c0 <br />C") <br />m <br />CA <br />E --4z <br />T� <br />V <br />z <br />W <br />H <br />CO <br />O <br />C;dC'7 <br />W <br />OW <br />ZW <br />1-1 <br />C\2 0..I <br />� <br />Cf) <br />C) <br />z� <br />w <br />w <br />Cn <br />�E'-4 <br />C/] <br />O <br />co <br />DATE DEC. '97 <br />DRAWN BY <br />K.Y.L. <br />CHECKED BY A.J.L. <br />JOB NO. 97-111 (97361), <br />SHEET <br />OF 8 SHEETS <br />