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114 <br />112 <br />110 <br />1: <br />106 <br />104 <br />102 <br />100 <br />us] <br />of <br />0, <br />all <br />114 <br />112 <br />110 <br />e <br />104 <br />102 <br />100 <br />a <br />E <br />92 <br />K1 <br />17+00 18+00 <br />POND ACCESS ROAD <br />HORZ:1"=20' VERT:1"=2' <br />k � <br />SWA PAD'900 <br />GE <br />i <br />I <br />m- - TCH pp <br />10 <br />+o <br />PRIVATE o` ��- <br />_SLOPE EASEMENT <br />EIQ C <br />Z W <br />3.7% <br />i <br />�0 6.07. I6+ <br />E— I y "w'^ "'vi 10% w <br />rsl / tea: w 9% <br />� <br />775% <br />- _ SLOPEIVEASEMENT Im U <br />CATCNPT <br />i <br />i � _SAME TO DRAIN <br />RECORD DRAWING <br />onmee"Oft BY <br />No awfaft Ely" <br />%ate <br />An <br />This <br />M0fI1191100�Rvro1 UrewlTftl ShgtAd VP,rI4 <br />PE(7tlnp rtI-b11U-i 11,'uc,,. <br />0358-GP-5Ewg <br />oa.r <br />20+00 <br />100 <br />r <br />0 <br />m <br />100 <br />m ¢ <br />\�, <br />98 <br />c`y� •- <br />A <br />�f'Lt�o <br />m <br />�a <br />98 <br />DESCRIPTION <br />x <br />_ <br />® <br />y <br />96 <br />g <br />_ <br />96 <br />0 <br />cue <br />DRAWING IF BAR DOES <br />94 <br />_ <br />_ <br />_ <br />94 <br />92 <br />' <br />92 <br />- <br />rye <br />90 <br />90 <br />88 <br />88 <br />86 <br />86 <br />84 <br />84 <br />DESIGN POND W.S. ELEV.=83:5. <br />82 <br />r At re=twE <br />82 <br />80 <br />80 <br />78 <br />fNSTALL 7 <br />AN7767 8LF 24gp s_I 57� <br />it <br />78 <br />19+72.75. <br />sD DDTLET <br />76 <br />18+97.05 CONK SDMN <br />INVi76.50 <br />76 <br />19+00 <br />20+00 <br />POND ACCESS ROAD <br />HORZ:1"-20' VERTT" 2' <br />/ <br />77 <br />m <br />w1 FG:8730 <br />\\ <br />/ <br />87,7 <br />PAD. -go FG:89.26 C.R. <br />\ swq� roD0 FG:as.So SEE SHEET 13 FOR <br />DRAINAGE POND DETAILS <br />PRIVATE <br />SLOPE EASEMENT <br />> <br />w P <br />II m <br />�7 w <br />/ o <br />7.75% ' — <br />uh0 <br />2759. 19+ <br />„„--„-„- PRIVATE 00 <br />LOPE EASEMENT K z FG:95.5 <br />�., CATCH _PT _ <br />_ 1 <br />SAAlB 19!WN - <br />a o <br />I w <br />a <br />3 <br />I a <br />VARIES3, <br />12' <br />PRIVATE SLOPE EASEMENT ROADWAY <br />I <br />I <br />I <br />I 0 Vie+ ....• „ <br />I ' <br />PRIME COAT (TYP) �\ <br />020 AC (Asphalt Concrete -Type <br />0.5' All (Aggregate Base -CI. II) @ 95% R.C. - <br />CATCH PT.- 075COG (927 R.C. Compact Original Ground) <br />EX. GRD. or FG <br />o a <br />I <br />a I <br />VARIES <br />i <br />PRIVATE SLOPE EASEMENT <br />I <br />I <br />I <br />I <br />8% I <br />2r I <br />"T" <br />PT.+ — <br />\� EX. GRD. orq FG <br />TYPICAL SECTION <br />NOT TO SCALE <br />6" A.B. shoulder <br />compacted ® 95% <br />relative compction <br />. Aggregate base <br />shoulder may be <br />eliminated where <br />native soil "R" volue <br />is greater than 30 <br />CLEMENTS OAKRIDGE ESTATES DRAWN BYE.S./G.H. <br />POND ACCESS ROAD SCALEAS NOTE[ <br />D IN THE OFFICE OF. SHEET OF <br />BAUMBACH_& PIAllA, INC. 14 20 <br />CIVIL ENGINEERS DATE: 5-17-05 JOB NO <br />323 WEST ELM STREET 0358 <br />LODI, CALIFORNIA 95240 R.C.E. N0. 4274.4_ <br />DESIGN NDER THE UP RVISION OF: FILE NO. <br />_,Q� — EXP DATE 9-31- C G-1274 <br />20+00 <br />c`y� •- <br />A <br />�f'Lt�o <br />CAUTION!! <br />NO <br />DESCRIPTION <br />® <br />y <br />z <br />o <br />0 1�z I <br />DO NOT SCALE THIS <br />cue <br />DRAWING IF BAR DOES <br />d� <br />NOT MEASURE 1 INCH. <br />- <br />a o <br />I w <br />a <br />3 <br />I a <br />VARIES3, <br />12' <br />PRIVATE SLOPE EASEMENT ROADWAY <br />I <br />I <br />I <br />I 0 Vie+ ....• „ <br />I ' <br />PRIME COAT (TYP) �\ <br />020 AC (Asphalt Concrete -Type <br />0.5' All (Aggregate Base -CI. II) @ 95% R.C. - <br />CATCH PT.- 075COG (927 R.C. Compact Original Ground) <br />EX. GRD. or FG <br />o a <br />I <br />a I <br />VARIES <br />i <br />PRIVATE SLOPE EASEMENT <br />I <br />I <br />I <br />I <br />8% I <br />2r I <br />"T" <br />PT.+ — <br />\� EX. GRD. orq FG <br />TYPICAL SECTION <br />NOT TO SCALE <br />6" A.B. shoulder <br />compacted ® 95% <br />relative compction <br />. Aggregate base <br />shoulder may be <br />eliminated where <br />native soil "R" volue <br />is greater than 30 <br />CLEMENTS OAKRIDGE ESTATES DRAWN BYE.S./G.H. <br />POND ACCESS ROAD SCALEAS NOTE[ <br />D IN THE OFFICE OF. SHEET OF <br />BAUMBACH_& PIAllA, INC. 14 20 <br />CIVIL ENGINEERS DATE: 5-17-05 JOB NO <br />323 WEST ELM STREET 0358 <br />LODI, CALIFORNIA 95240 R.C.E. N0. 4274.4_ <br />DESIGN NDER THE UP RVISION OF: FILE NO. <br />_,Q� — EXP DATE 9-31- C G-1274 <br />