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line <br />SCALE 1"=50' <br />REVISIONS <br />DESCRIPTION <br />94.7 <br />94,6 <br />937 <br />93.5 <br />94.2 <br />94.2 <br />25' I.O.D. <br />95.6 <br />o- <br />$�� I 11093 7' <br />LOT 4 I �� 1pp 2O' 1� <br />929 LOT <br />1 20' a LL, 19so v <br />L <br />DRIVEWAY <br />92.5 <br />�6 <br />O <br />J 92.3 <br />K <br />Q <br />xN <br />W <br />92.6 <br />93.3 <br />93.9 <br />93,9 <br />WELL <br />93.2 <br />LOT 5 <br />92,8 <br />Igp' MIN. <br />932 <br />LOT 6 <br />93.9 94 8 <br />95,2 <br />40' PRIVATE ROAD <br />EASEMENT <br />95.0 <br />94,6 <br />8 <br />95.1 <br />933 933 93.3 <br />95.0 <br />949 94S <br />94.8 94.6 <br />96.49.3 <br />A5HTON <br />(PRIVATE) <br />I <br />95.2 <br />- <br />1 <br />b <br />97.1 <br />94,2 <br />94.0 <br />b <br />w 1 <br />I <br />31- - - <br />1 <br />- - 141- <br />41 - - <br />- - <br />94 8 <br />94 <br />I <br />94.1 <br />1 <br />94.7 0 <br />J015POSAL <br />194,9 1 <br />AREA <br />OI <br />95.3 95.2 <br />> <br />I DISPOSAL 5 AREA <br />bI <br />TO <br />} <br />LOT 3 <br />9a <br />9 <br />1 110' <br />94,5 <br />12000 S.F. <br />IO' <br />1 <br />10 <br />10'1 <br />1101 <br />DISPOSAL AREA <br />110'1 <br />L21 <br />95.2 <br />_ <br />_ <br />x <br />o <br />2p' <br />5,650 S.F. <br />I <br />95.0 <br />/ <br />120' <br />1 <br />•ox <br />Lc <br />N /1 <br />94 7 <br />1 <br />d6p <br />1 <br />110' <br />_ <br />95.3 <br />95,1 <br />1 937194.6 <br />I <br />9s.0 <br />WELL <br />A <br />I5 <br />F -- <br />--- - - - - <br />-- <br />---- <br />4 <br />20'x80' <br />i <br />� } 7 94,8 ( 95.6 1 1 <br />940 95 5 <br />' 9 9J��, O' 10'. 957 <br />F., <br />z 110. 1 <br />DISPOSAL AREA 1 10'196.2 <br />95.6 96.4 O 97.2 4 <br />93,8 4.5 953 <br />DRAINAGE POND VOLUME <br />V= 2(r-1621 <br />LOTS 1 4 4: 2(2.40 x 9&1 x 0.25) =10,210 G <br />LOTS 2 4 3: V= 2(��� L'x�`942 I x OSS) =Ci500 GF <br />LOTS 5 $ 6: 2(2.40 x89520 x 025) =8 q-70 G1= <br />96.0 <br />JOB NO. 020970AP12 <br />DATE : <br />SCALE HORIZ. 1-50' <br />SCALE VERT. <br />DRAWN : <br />DESIGN <br />CHECK <br />SEAL: <br />966 <br />a� <br />SECTION A -A <br />NOT TO SCALE <br />97,0 <br />I <br />- - 97.0 - J <br />Q <br />A <br />940 <br />40' I.O.D. <br />94.4 94.0 <br />LANE <br />9` <br />20' <br />95.7 <br />96,1 <br />975 <br />973 <br />941 <br />93,8 <br />937 <br />93,4 <br />933 933 93.3 <br />19x8 <br />20' <br />PAD 96.6 <br />96.49.3 <br />I <br />1 <br />DISPOSAL AREA <br />97.1 <br />94,2 <br />94.0 <br />12000 S.F. <br />w 1 <br />I <br />93.9 <br />1 <br />DRIVEWAY <br />I <br />94.1 <br />1 <br />94.7 0 <br />194,9 1 <br />95.4 <br />1, <br />95.3 95.2 <br />TO <br />LOT 3 <br />1 <br />1 110' <br />I <br />LOT 2 <br />1 <br />DISPOSAL AREA <br />L21 <br />_ <br />x <br />o <br />2p' <br />5,650 S.F. <br />I <br />95.0 <br />/ <br />120' <br />1 <br />•ox <br />Lc <br />N /1 <br />M/k <br />d6p <br />95.2 <br />95.3 <br />95,1 <br />1 937194.6 <br />I <br />9s.0 <br />WELL <br />A <br />I5 <br />F -- <br />--- - - - - <br />-- <br />---- <br />4 <br />MIN. <br />- 4 <br />953 <br />I <br />g53 <br />1 <br />I <br />80' <br />`r:11 <br />1 <br />DRAINAGE RETENTION BASIN <br />DRAINAGE RETENTION BASIN <br />DISPOSAL AREA <br />\ 5,642 S.F. <br />6. <br />JI <br />95.4 <br />95.e <br />� } 7 94,8 ( 95.6 1 1 <br />940 95 5 <br />' 9 9J��, O' 10'. 957 <br />F., <br />z 110. 1 <br />DISPOSAL AREA 1 10'196.2 <br />95.6 96.4 O 97.2 4 <br />93,8 4.5 953 <br />DRAINAGE POND VOLUME <br />V= 2(r-1621 <br />LOTS 1 4 4: 2(2.40 x 9&1 x 0.25) =10,210 G <br />LOTS 2 4 3: V= 2(��� L'x�`942 I x OSS) =Ci500 GF <br />LOTS 5 $ 6: 2(2.40 x89520 x 025) =8 q-70 G1= <br />96.0 <br />JOB NO. 020970AP12 <br />DATE : <br />SCALE HORIZ. 1-50' <br />SCALE VERT. <br />DRAWN : <br />DESIGN <br />CHECK <br />SEAL: <br />966 <br />a� <br />SECTION A -A <br />NOT TO SCALE <br />97,0 <br />I <br />- - 97.0 - J <br />Q <br />A <br />940 <br />40' I.O.D. <br />94.4 94.0 <br />LANE <br />9` <br />20' <br />95.7 <br />96,1 <br />975 <br />973 <br />941 <br />93,8 <br />937 <br />93,4 <br />933 933 93.3 <br />93,4 <br />I <br />10'I <br />DISPOSAL AREA <br />94,2 <br />94.0 <br />12000 S.F. <br />1 <br />I <br />93.9 <br />1 <br />m 1 O <br />0 ry <br />34'x50' <br />LLl PAD 96.3 <br />9[ 1 F.F. 9,A <br />95.3 I 95.3 LOT I 94. <br />I <br />-----� <br />_WELL aG <br />95.3 <br />97.0 <br />LOT LINE <br />z <br />f <br />PAD J� '= >� <br />ELEV. O <br />LOT LINE <br />STREET <br />TYPICAL LOT GRADING DETAIL <br />NOT TO SCALE <br />95.4 <br />94.5 <br />CONCRETE <br />WASHOUT AREA <br />95.1 <br />95.1 <br />25' <br />I <br />20' <br />'U <br />Z <br />I <br />Q <br />NOTES: <br />I. ALL 6RADIN6 SHALL COMPLY WITH 199, U.B.G. CHAPTER 18 AND <br />APPENDIX CHAPTER 33. <br />2. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO I VERTICAL. <br />S. REFER TO GEOTECHNICAL SERVICES REPORT BY KLEINFELDER AND <br />A550CIATE5 DATED 11/05/02 TO DETERMINE LOT 6RADIN6, 517E <br />PREPARATION AND FOUNDATION RECOMMENDATIONS. <br />GMnI\w 1 r. •71Y11 1 Fl ' %ol V IL G111,111\GGn AS HTO N PLACE <br />221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523 <br />LODI, CALIFORNIA 95240 FAX (209) 334-2617 <br />DATE:y R- 0) IMPROVEMENTS <br />7/ ,? R.C.E. NO.: 15372 GRADING PLAN <br />E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-05 <br />SHEET <br />12 <br />OF 3�1 /7 <br />FILE NO. 020970AP72 <br />