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110 <br />105 <br />100 <br />95 <br />+C3 97 <br />,. <br />\ k S <br />�O \ <br />L OF SWALE I <br />CATCH POINT <br />WITH EX. GROUND + <br />tD <br />+ N <br />/ \ \ + <br />+ \ \\ \ + ROADSIDE WALES, <br />\ \ SH�ET C2 D TAILS <br />CATCH POINT \ \ <br />WITH EX. GROUND \ <br />A <br />+ 2 <br />ROADSIDE SWALS, TYP. SEE <br />TYPICAL CROSS-SECTION ANDSHEET DETAILS2 <br />\\\ <br />26 8' <br />SEE <br />/ 477' <br />1181 LF -6' CHAINSK FENCE WITHASL TS <br />o icy PER COUNTY_ T . DWG. D-12 AR PERIMETER <br />°stir OF i S SHOWN. <br />f / <br />_?WALEN - SWALE 7G <br />LOP OF eL . <br />cr <br />4 <br />NI <br />0+I <br />+ I + <br />0 <br />0 <br />+ <br />ATCH EX. TOP <br />_F SLOPE 31.04' <br />I <br />RIP -RAP III I <br />—SWA I I I I I I <br />f <br />FG=82.7 YL/ Lf Vf J"IUL E UUCLr MVVN UMMII\MVL IMLNIn 1 IVC <br />HEET C2. <br />SEE MOODY LANE TYP. SECTION, SFG=82.7 <br />RIP -RA <br />91A <br />SIN RETENTIONOWN <br />SIN GRADED AS RIP- I I III <br />+ { AINAGEEF`Q�2 PRIVApRpTE LOTS. COUNITM CONTROL PIPE DISCHARGE PER S SALE III <br />iEE r— I I <br />20 <br />A. 2}+i9$ <br />- FG=84.0 X87 9n' N ( � T 3: I �: N III EX. POWER POLES TO REMAIN <br />GATE TYP. ilk oft + <br />/j <br />- - - IGH WA RLE`r I I O <br />9 - - - . - I I C.L MOODY LANE <br />ELEV=88.1 <br />\ r � � 190.2 4.8 I) I f I I CT9 <br />L PADDON DRIVE <br />-.. _A 21+18 99 <br />- <br />— — II STA. 15+53.98 <br />B.C. STA. 15+19.33 � � � — — — — — — — — _ — —_ — — �>�-- _ _ _ =r= — — _ds <br />_;-- <br />/00 - 17+00 �_ _ _ _ 18+90_�- .— — — —15+0 I -- — a +00_ 21 +68.89 <br />DRAIN INLET PER <br />EX. P POLE ` - — — — — — —-LANE� NS STD. PLAN D75A <br />T MAIN. / < + _ — — oA — — — — — — _ _ OCPI <br />�+ B.C., +18.39 -----"�--------- it' -RC - = — l � FL -07.5{8796) <br />I 9' RT <br />R=94.00 - <br />L=105.81' CL- .2 S8 --------- 6+ --0.0' RT. 6/ ` - --- I� + INV 9951 <br />L=88.46 - - - a - - - - - - TA. 20+92. a, <br />EXTEND DETAIL 22 �� - - - - - 0 / 1 GR - 89• y3) <br />THROUGH CUR EX. POW- LE & + / T.4 (2D+4�.5) ST -21 m 48,& 24.0' / o <br />+ GUY EMAIN. `` i , O <br />+ CATCH POINT FL 3(83 25� \ RCP AT S=0.015 <br />/ + /N IN .a$4c95(5 $I) Z OCPI DRAIN INLET PER \ <br />WITH EX. GROUND CALTRANS SM. PLAN D75A <br />IOUt=(SS.�G� <br />GAAPHI=s=AIE SINGER DRIVE /MOODY LANE: STA. 12+25 TO 21+21 <br />( IN FEET ) <br />I Inch - 40 ft <br />12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 <br />105 <br />95 <br />EEO <br />.....•, Y <br />f . Oi1P� <br />macaw <br />9 <br />IDMAIM <br />'m <br />m <br />z <br />co <br />j <br />• <br />� <br />NMI <br />o U <br />W <br />Q <br />Q <br />00) <br />v <br />DIA TOLL FREE <br />W <br />N y <br />Q <br />�= X O <br />1-800-227-2600 <br />N li <br />wIi <br />C <br />ICIS <br />CtDch <br />qa1 <br />■.q <br />N <br />a <br />0^0 • <br />AT LEASE Two Q%YS <br />� <br />o0 ` <br />> r. <br />O <br />N Q <br />L <br />� v <br />m7m YW w <br />wmaowo SUNIM MER or Manila CAI:a1M <br />GAAPHI=s=AIE SINGER DRIVE /MOODY LANE: STA. 12+25 TO 21+21 <br />( IN FEET ) <br />I Inch - 40 ft <br />12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 <br />105 <br />95 <br />EEO <br />.....•, Y <br />f . 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