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CALIMYRNA <br />24' CSP <br />a• <br />bh o o° hp <br />to I <br />hp, hp0 hh I Z al' I 14 <br />0 <br />hp, ,�h <br />hh. <br />2 IW <br />LEGEND= h <br />EXIST. GRADE 51,59 1 Gjp' WI <br />h <br />PROPOSED GRADE 51,59 hp�, had / \ JAMIE p <br />DR%VEWAY COLVMT <br />8"CSP 12' CSP a' 12' CS <br />g8� 2 EMER g;P \ <br />l� \f' —, ' — ah — SON v a o <br />53.56 <br />'v COURT h <br />D d a' h h <br />h I I \ <br />hp 15'\ <br />25' DRAINAGE EASEMENT I 1 1111- <br />10 <br />, h <br />---60' DRAINAGE EASEMENT <br />3 � 4 I 5 ha�� <br />A� I I o <br />w <br />z <br />J <br />r <br />J <br />N. <br />' V DI TCH <br />(NOT TO SCALE) <br />REVISIONS <br />NO. DESCRIPTION DATE BY <br />a 12 <br />1b <br />1W <br />Ok <br />11 <br />pago p0 0� <br />h� •hb �'h <br />hb. <br />p2` ''i, <br />ha. a hp2 �v hh'II <br />h\ <br />60' DRAINAGE EASEMENTcsp <br />53,17 0 ° 6 /tK <br />K. <br />'3 1 4" bti 12 - L h3, hr 45.)hh <br />hph hati hp. hp 10 hp. hp hh2 h 2 <br />4p, 0 a° 52.33 h%00� <br />2h �00 2d hr ha, p bo h0) ha <br />0 hp <br />hp h h . i� <br />EXIST, DRAIN DITCH <br />1ti <br />ha• <br />60' DRAINAGE EASEMENT <br />NOTES: <br />ti <br />OWNERS OF LOTS 3, 4, 5, 6, 7, 8 AND 9 SHALL BE hp� <br />RESPONSIBLE FOR MAINTAINING DITCHES AND <br />ACCEPT ALL LIABILITIES RELATING TO THE DITCHES <br />ON LOTS 3, 4, 5, 6, 7, 8 AND 9 AS SHOWN ON THESE <br />PLANS. <br />ti <br />h <br />hp• <br />'V' DITCH o, 21. I = V I <br />�V <br />0 p <br />hhhlhpb <br />4 <br />C'S to 016 to <br />h p• <br />10 <br />h <br />pp hh, <br />hh <br />pa <br />hh� <br />'V" DITCH <br />b11 q,q^� <br />to(4 O'� <br />EMERSON ROAD <br />NOTES; <br />LOT LINE <br />TYPICAL DITCH SECTION <br />SHAYLYNN CT, TO WOODSON ROAD <br />(NOT TO SCALE) <br />P/L <br />60' DRAINAGE EASEMENT <br />a nA, <br />TYPICAL DITCH SECTION <br />(NOT TO SCALE) <br />4j `3 h h `'� 1. ) ALL GRADING SHALL COMPLY WITH <br />__ Ob 1994 U. B. C, CHAPTER 29 AND <br />7 pto poi 01�/ $"c SP a2 htip hk p1 b APPENDIX CHAPTER 70, <br />hgh' h h ha' hh• h hp• hb•h 2.) NO SLOPE SHALL BE STEEPER THAN 2 <br />/ h HORIZONTAL TO 1 VERTICAL. <br />B"CSP 2. `L 2° 3, ) REFER TO GEOTECHNICAL <br />L`tK' I 3ti 2� a2h�' INVESTIGATION REPORT BY NEIL ❑. ANDERSON <br />hhp ha' hp' \ h ti AND ASSOCIATES, INC. (4-4-97) TO <br />9 b DETERMINE LOT GRADING, SITE PREPARATION <br />', Otis° hp�`gjh3' h�ha\rc 4 , �' h,10'h�p��� AND FOUNDATION RECOMMENDATION. <br />1°hy q I p2b \ a 0) <br />15. <br />Q hb•orb <br />N • `• G Q ^� h� �2Q �* �2 hhp <br />3 ga• 2 h0 `t� b� \tip I � b <br />Noz— <br />TV 51.25 8 4' SP ' <br />J x•51 h� J' i� 25*1 69a 9J6�Pt5L15hh 51, 5 �p2 h2 51,40 h�. <br />h^�2 hb�b hbbh 0 <br />2' hhb E C-',, <br />c <br />hh 51.10 LZ60' <br />DRAINAGE EASEMENT Correcticrl,r "f--/ <br />SEAL: rt 25' DRAINAGE EASEMENT <br />���F�c�• TO WOODSON ROAD �. ��. ,�4ork <br />JOB NO. <br />BENCH MARK: ELEV.: DATE : <br />DATUM: SCALE HORIZ. 1 <br />DESCRIPTION SCALE VERT. <br />DRAWN : <br />DESIGN : <br />CHECK : <br />R. F. KRAETSCH No I! -'o KWALS73CH c3CO V OLS LSMNEIER <br />No. 012681 ACAMPO, CALIFORNIA <br />Exp. 3/31 <br />l CIVIL DATE: 7- 8- F7 <br />OF CAL1F�R.C.E. NO.: 12681 <br />R, F. KRAETSCH DESIGN ENGINEER EXP. DATE:O/ <br />WELL SITE <br />Z <br />f <br />to <br />BLDG, <br />PAD <br />LEACH FIELD <br />TYPICAL LOT GRADING <br />S H AYLYN N ESTATES SHEET <br />SUBDIVISION IMPROVEMENTS E <br />OF 5 <br />GRADING PLAN <br />FILE N0. 96259 <br />V <br />