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1+00 <br />WON <br />0 = 84'45'59" <br />R = 140.00' <br />L = 207.12' <br />DRIVING <br />/ <br />/ <br />CL EMERGENCY ROAD / <br />TOE FILL 4�// <br />() 2ej 8+09.98 <br />BC <br />1' SHOULDER 9 9' 1' SHOULDER A / <br />N / <br />/ D = 21'38'28" <br />EXIST. GROUND `o v) I 2' 1 �' E / C3 R = 150.00' <br />1y _ IL = 56.66 8+66.63 <br />EC <br />- � �µ -~• 1µ -+-- µ♦ } iY -+- 1-kt +'-1- 1Y 1•- � i -i4 h 1~f fY�! {�+ ! ♦ / <br />/ N 24'53'08" E <br />6" AGGREGATE BASE / <br />95% RELATIVE COMPACTION <br />TO 0.5 FT. <br />EMERGENCY ACCESS ROAD <br />TYPICAL SECTION <br />STA 1+00 THRU STA 20+98.09 <br />NOT TO SCALE <br />PROPOSED FINISH GRADE ® CL <br />.......................... <br />— 120.00' VC <br />M <br />PVI STA = <br />6+55.70 <br />M <br />PVI ELEV <br />= 25.44 <br />rl <br />A.D. _ <br />—7.31 <br />L6 <br />K = <br />16.41 <br />+ <br />n <br />>L <br />/ <br />/ <br />/ <br />cy - <br />C4 I= 51'59'33" / <br />RA= 150.00' / <br />L= 136.12' <br />-10+72.75 <br />9+36.63 7 <br />BC <br />50.00' VC <br />BOTTOM ELEV. <br />BRIDGE = 33.0 <br />r- <br />00 00 <br />M <br />11+43.65 <br />O <br />N7 <br />M <br />A.D. _ <br />�p <br />M <br />M <br />> <br />In -0.50% <br />+ <br />°' <br />0+1 <br />W <br />M N <br />w <br />I <br />> <br />U <br />w <br />> <br />m <br />BOTTOM ELEV. <br />BRIDGE = 33.0 <br />r- <br />00 00 <br />PVI STA = <br />11+43.65 <br />O <br />N7 <br />M <br />A.D. _ <br />Li <br />U <br />00 <br />00 <br />U-) <br />C14 <br />M <br />> <br />In -0.50% <br />+ <br />°' <br />NN <br />O <br />M <br />M N <br />w <br />I <br />> <br />w <br />Li <br />50.00' VC <br />O w PVI STA = 8+44.13 <br />N 0 > °�° PVI ELEV = 36 75 PVI STA = 9+59.13 <br />— 120.00' VC — <br />PVI STA = <br />11+43.65 <br />PVI ELEV <br />= 25.67 <br />A.D. _ <br />-4.90 <br />K = <br />24.48 <br />+ N w w 60� A.D. = 5.50 PVI ELEV = 36.75 9, m m <br />LO K = 9.09 SEE BRIDGE PLANS A.D. = 5.50 0 <br />w + <br />6 L)m EXIST. CENTERLINE GRADE K = 9.09cq <br />In <br />....... .... .... .... .... .... .... .... ..:: . <br />zi <br />Ld <br />\\\\�` <br />O <br />O <br />NO. <br />DESCRIPTION <br />COUNTY APPROVAL <br />PLOT DATE: 03/28/83 <br />SCALE <br />N <br />NN <br />O <br />M <br />M N <br />M N <br />7+00 8+00 <br />FINISH CL GRADE <br />T.B.M. DESCRIPTION: ELEVATION: <br />D <br />Q <br />HORIZONTAL: 1" = 40' <br />QµOFESSi01 <br />O <br />In <br />Z <br />PLOT TIME: 09:06 <br />VERTICAL: 1" = 4' <br />BRASS CAP 1640' WEST OF SOUTH 99 28.118' <br />aoaeao���.^ <br />• <br />O <br />FRONTAGE ROAD, SOUTH SIDE OF FRENCHy <br />H :c <br />41 <br />9 <br />V) <br />N <br />S <br />W <br />FILE: 93002\FEAR1 <br />SURVEY <br />U <br />W• <br />Exp, aal/w ", <br />— <br />� <br />DATUM <br />U <br />PLANS: _— F.B.: <br />CNIL <br />�A�aFcnu�o�'s <br />Q <br />J <br />U <br />PROFILE: F.B.: <br />OF <br />O <br />O <br />+ <br />DATUM ELEV <br />10.00 <br />O <br />00 <br />.Oi <br />N <br />.(0 <br />M UN <br />00N r7 <br />00 <br />M0 <br />C5 N <br />N <br />N <br />N00 <br />N <br />N <br />N <br />0 N <br />N <br />NO0 <br />� <br />N <br />^00 N <br />n N <br />04 <br />N <br />N <br />N <br />N <br />1+00 2+00 3+00 4+00 5+00 6+00 <br />EXIST. CL GRADE <br />r- <br />00 <br />M <br />II <br />w <br />Y <br />U <br />w <br />D <br />W <br />U <br />0 <br />0_ <br />Y <br />w <br />w <br />U <br />J <br />U <br />M <br />IR <br />O <br />+ <br />rn <br />em <br />C.I.P. STEEL OR DUCTILE IRON <br />PIPE w/SEEP RINGS & FLEX <br />COUPLINGS FOR IRRIGATION/ <br />FIRE PROTECTION MAIN <br />BRIDGE CROSSING. SEE BRIDGE <br />PLANS FOR PIPE SUPPORT <br />a <br />NO. <br />DESCRIPTION <br />COUNTY APPROVAL <br />PLOT DATE: 03/28/83 <br />SCALE <br />N <br />NN <br />N N <br />M N <br />M N <br />7+00 8+00 <br />FINISH CL GRADE <br />r- <br />00 <br />M <br />II <br />w <br />Y <br />U <br />w <br />D <br />W <br />U <br />0 <br />0_ <br />Y <br />w <br />w <br />U <br />J <br />U <br />M <br />IR <br />O <br />+ <br />rn <br />em <br />C.I.P. STEEL OR DUCTILE IRON <br />PIPE w/SEEP RINGS & FLEX <br />COUPLINGS FOR IRRIGATION/ <br />FIRE PROTECTION MAIN <br />BRIDGE CROSSING. SEE BRIDGE <br />PLANS FOR PIPE SUPPORT <br />a <br />L <br />N <br />N � ^ N N N N N <br />11+00 12+00 13+00 <br />ASSOCIATES, INC. <br />P.O.Box see <br />ASan Andreas, Ca. 95249 <br />Ph. (209) 754-3588 <br />FRENCH CAMP GOLF & R. V. PARK <br />c <br />EMERGENCY ACCESS ROAD sTA 1+oo THRU 12+00-3DATE: 2.S RCE NO: 12741 <br />EXP. DATE: 3/31/94 <br />12 DESIGN ENGINE11R <br />NO. <br />DESCRIPTION <br />COUNTY APPROVAL <br />PLOT DATE: 03/28/83 <br />SCALE <br />SHEET <br />APPROVED BY. <br />DATE <br />T.B.M. DESCRIPTION: ELEVATION: <br />HORIZONTAL: 1" = 40' <br />QµOFESSi01 <br />In <br />Z <br />PLOT TIME: 09:06 <br />VERTICAL: 1" = 4' <br />BRASS CAP 1640' WEST OF SOUTH 99 28.118' <br />aoaeao���.^ <br />• <br />O <br />FRONTAGE ROAD, SOUTH SIDE OF FRENCHy <br />H :c <br />41 <br />9 <br />S <br />W <br />FILE: 93002\FEAR1 <br />SURVEY <br />CAMP ROAD, MARKED QR -30.7, U.S.G.S. <br />W• <br />Exp, aal/w ", <br />— <br />� <br />DATUM <br />�: ; <br />•-b <br />•'•' <br />PLANS: _— F.B.: <br />CNIL <br />�A�aFcnu�o�'s <br />CHECKED: ❑ Roger D. Rumph <br />PROFILE: F.B.: <br />OF <br />L <br />N <br />N � ^ N N N N N <br />11+00 12+00 13+00 <br />ASSOCIATES, INC. <br />P.O.Box see <br />ASan Andreas, Ca. 95249 <br />Ph. (209) 754-3588 <br />FRENCH CAMP GOLF & R. V. PARK <br />c <br />EMERGENCY ACCESS ROAD sTA 1+oo THRU 12+00-3DATE: 2.S RCE NO: 12741 <br />EXP. DATE: 3/31/94 <br />12 DESIGN ENGINE11R <br />