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NO. <br />I <br />SCALE : 1"=60' <br />LOT 23 <br />IV <br />EX15T Ib" x 40" 05P <br />41 6� <br />L <br />NOTES: <br />I.) ALL GRADING SHALL COMPLY WITH 1994 U.B.G. CHAPTER 29 <br />AND APPENDIX CHAPTER 70. <br />2.) NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO <br />I VERTICAL. <br />3.) REFER TO 6E0TECHNICAL INVE5TI&ATI0N REPORT BY <br />NEIL O. ANDER50N 4 ASSOCIATES INC. (b -Ib -95) TO <br />DETERMINE LOT 6RADIN6, 51TE PREPARATION 4 <br />FOUNDATION RECOMMENDATION. <br />42 84 <br />43.90 4521 <br />44,Z <br />4317 432, 43 59 <br />A490 216.24' -�-- — <br />"FOREST LAKE RAWHETTES <br />UNIT NO. 2 " <br />REVISIONS <br />DESCRIPTION <br />DATE I BY <br />Ap 3 <br />PA_ <br />30' PRIVATE DRAINAGE EASEMENT <br />f— 1.5' MAX. <br />O4:1 MAX S=0.0% Zd M \ \ <br />SECTION G -G \ �► <br />NO SCALE \ l' <br />P/L <br />\ \ / <br />50' PRIVATE DRAINAGE EASEMENT \ <br />VAR. 47' 1 1 3' \ <br />\ <br />TYPICAL LOT GRADING 1.5' MAX. VAR. <br />10:1 MAX 5=0.055 <br />SECTION 5-5 <br />EXISTING <br />NO SCALE � � � / � � a/s /\ ARiGINGS �` <br />��V \ 9� \ <br />s EX15T EP <br />111/1 <br />4823 <br />11 <br />EXIST. 15' P.U.E. _ — a63j / Q Sk <br />R=1200' <br />a696 EXIST STRIPING 4-r.a' N — i ` Q 10' P.U.E. 0, <br />4609 / \ <br />as.------------------- <br />_ 41 37 <br />— <br />� a <br />45gz EXIST. 15' P.U.E. <br />S1� I SSS <br />n <br />ry <br />i <br />low - <br />4J -1 <br />4s?6 44.9 46°� <br />4 <br />a4 215.79' 44:33 215.34' <br />IJ -1 <br />50' PRIVATE <br />DRAINAGE EASEMENT <br />PLACE DOUBLE CHIP SEAL OVER \ <br />8 GL 2 AB DRIVEWAY Ojf <br />5A7 \ <br />4 8 <br />30' PRIVATE ROAD \ \ ^ <br />EASEMENT as 61 <br />PLACE &"X36' CSPGSP 40 \ <br />9 <br />TURN -AROUND O <br />FACILITY <br />I � \ <br />49 45 <br />h <br />EXIST. EARTH BERM EXIST. MASONRY WALL <br />48 0 <br />X 82 0490 <br />200' 7 95' 539 <br />21 ao <br />1732.79' <br />4684 4826 49,32 'I A9 46,2 <br />45,3 45,8 <br />'e 01 46.5 <br />. . of 4 <br />213.00' 20000' -�_ 20 <br />0 <br />l45v6. f— - "113 <br />SEAL: <br />R <br />N <br />N <br />fV <br />p m <br />41e <br />z— <br />A3:53 a531 <br />216.23' <br />to <br />W <br />N <br />1 <br />30 PRIVATE <br />4276 <br />DRAINAGE EASEMENT <br />W <br />LOT I <br />m <br />� <br />8 <br />o <br />z <br />4z5� j 4sv <br />G <br />� <br />G <br />L <br />NOTES: <br />I.) ALL GRADING SHALL COMPLY WITH 1994 U.B.G. CHAPTER 29 <br />AND APPENDIX CHAPTER 70. <br />2.) NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO <br />I VERTICAL. <br />3.) REFER TO 6E0TECHNICAL INVE5TI&ATI0N REPORT BY <br />NEIL O. ANDER50N 4 ASSOCIATES INC. (b -Ib -95) TO <br />DETERMINE LOT 6RADIN6, 51TE PREPARATION 4 <br />FOUNDATION RECOMMENDATION. <br />42 84 <br />43.90 4521 <br />44,Z <br />4317 432, 43 59 <br />A490 216.24' -�-- — <br />"FOREST LAKE RAWHETTES <br />UNIT NO. 2 " <br />REVISIONS <br />DESCRIPTION <br />DATE I BY <br />Ap 3 <br />PA_ <br />30' PRIVATE DRAINAGE EASEMENT <br />f— 1.5' MAX. <br />O4:1 MAX S=0.0% Zd M \ \ <br />SECTION G -G \ �► <br />NO SCALE \ l' <br />P/L <br />\ \ / <br />50' PRIVATE DRAINAGE EASEMENT \ <br />VAR. 47' 1 1 3' \ <br />\ <br />TYPICAL LOT GRADING 1.5' MAX. VAR. <br />10:1 MAX 5=0.055 <br />SECTION 5-5 <br />EXISTING <br />NO SCALE � � � / � � a/s /\ ARiGINGS �` <br />��V \ 9� \ <br />s EX15T EP <br />111/1 <br />4823 <br />11 <br />EXIST. 15' P.U.E. _ — a63j / Q Sk <br />R=1200' <br />a696 EXIST STRIPING 4-r.a' N — i ` Q 10' P.U.E. 0, <br />4609 / \ <br />as.------------------- <br />_ 41 37 <br />— <br />� a <br />45gz EXIST. 15' P.U.E. <br />S1� I SSS <br />n <br />ry <br />i <br />low - <br />4J -1 <br />4s?6 44.9 46°� <br />4 <br />a4 215.79' 44:33 215.34' <br />IJ -1 <br />50' PRIVATE <br />DRAINAGE EASEMENT <br />PLACE DOUBLE CHIP SEAL OVER \ <br />8 GL 2 AB DRIVEWAY Ojf <br />5A7 \ <br />4 8 <br />30' PRIVATE ROAD \ \ ^ <br />EASEMENT as 61 <br />PLACE &"X36' CSPGSP 40 \ <br />9 <br />TURN -AROUND O <br />FACILITY <br />I � \ <br />49 45 <br />h <br />EXIST. EARTH BERM EXIST. MASONRY WALL <br />48 0 <br />X 82 0490 <br />200' 7 95' 539 <br />21 ao <br />1732.79' <br />4684 4826 49,32 'I A9 46,2 <br />45,3 45,8 <br />'e 01 46.5 <br />. . of 4 <br />213.00' 20000' -�_ 20 <br />0 <br />l45v6. f— - "113 <br />SEAL: <br />�[r-.1� IER F❑ M <br />5355 SOLARI RANCH ROAD <br />STOCKTON, CALIFORNIA 95215 <br />E.F. SMITH, DESIGN ENGINEER <br />PHONE (209) 931-1375 <br />DATE: <br />R.C.E. NO.: <br />EXP. DATE: <br />10:1 TAPER <br />Ot <br />CENTER STRIPE <br />- PR0P05ED EP <br />EXIST EP <br />R/W <br />SPIESS RANCHO, UNIT NO. 2 <br />SUBDIVISION IMPROVEMENTS <br />GRADING PLAN <br />SHEET <br />0 <br />OF 3 <br />-ILE NO. <br />i <br />F <br />�[r-.1� IER F❑ M <br />5355 SOLARI RANCH ROAD <br />STOCKTON, CALIFORNIA 95215 <br />E.F. SMITH, DESIGN ENGINEER <br />PHONE (209) 931-1375 <br />DATE: <br />R.C.E. NO.: <br />EXP. DATE: <br />10:1 TAPER <br />Ot <br />CENTER STRIPE <br />- PR0P05ED EP <br />EXIST EP <br />R/W <br />SPIESS RANCHO, UNIT NO. 2 <br />SUBDIVISION IMPROVEMENTS <br />GRADING PLAN <br />SHEET <br />0 <br />OF 3 <br />-ILE NO. <br />i <br />