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tF <br />9- <br />STA/ELEV <br />PC30 STA <br />ELEV <br />PC3, STA <br />. ELEV <br />PC32 STA <br />ELEV <br />NOTE: C <br />IME CONTRACTOR SHALL NOTIFY <br />IME tNt10ER01lt0 W SER%CE ALERT <br />AT 800-642-2444 48 HOURS <br />PRIOR 70 ANY EXCAVAIM <br />CURB Rl VJtN PROJFILS DATA <br />OCR A14 4�2 <br />¢�+ 1 .54 63+38.28 Q+54.13 <br />177• 177.57 177.31 <br />63+30.96 63+80.72 6 67.59 <br />178.04 177.63 177.07 <br />64+12.46 64+406 64+26.67 <br />11177.20 177.23 177.28 <br />SCHULTE ROAD <br />N I <br />W i <br />INSTALL NEW FENCE t=5 <br />WITH 5 STRAND BW R W 0 <br />'- 0 <br />N FENCE (METAL POST).'! <br />teO <br />~, SECTION CORNER <br />REMOVE EXISTE ''r <br />M ROP. �R/W FENCE <br />• 1 <br />NEW HP 90000 <br />88Z2'3l E <br />l <br />+00- 63+0D C31 6d <br />-- PIW_ <br />._ TPFF(S) CONTROL LIN N NEW EP <br />FREt. ow <br />5 F J •� wi i A <br />REMOVE Y ;-'NA'; <br />t <br />I <br />,EXIST ' EW Fi �. <br />.TREE �'R/W, ! , <br />y f <br />3 A/4 <br />ECR <br />6 +64.76 <br />63+68.62 <br />177.12 <br />177.04 <br />63+70.83 <br />63+62.66 <br />176.84 <br />176.79 <br />64+42.69 <br />64+61.71 <br />177.21 <br />176.89 <br />61 +00 ' 62+00 63+00 <br />RECORD DRAWINGS <br />t ( The information contained -on #here Mans is based upon the "as -built" information <br />provided by the Contractor and generally depicts the post -construction conditions of this <br />site. A post -construction survey was not completed. All information should be field <br />I CONSTRUCT 50' TAPER verified prior to undertaking any future work on this site. f <br />CONFORM PER DETAIL (jA <br />-4 - % <br />C <br />Kevin C. Carter, P.E. C44665 Date <br />Kerry Engineering and Surveying, Inc. <br />I FENCE H TE ROAD j$TA.§3't89•f _ <br />CAL <br />Wt- - F?/W ANSEN ROAD STA.10+00.00 <br />INSTALL SURVEY MONUMENT <br />W PER S J C STD PLANS NO A 8 <br />I - <br />0I NEW EP CREATED BY <br />?r, OVERLAY • EXIST. EP LINE <br />SCHULTE RD. STA. 63+96.85 =18.30 <br />HANSEN RD. STA. 10+18.38 =5.76 <br />{^'INSTALL MONUMENT FRAME ac <br />COVER OVER SECTION CORNER <br />ti}M76.94_� Ptit S.J.C. S. PLANS NO. A-8 <br />5+10.58 PRESERVE EX. SECTION CORNER. <br />CONSTRUCT 50' TAPER <br />t t' '� CONFORM PER DETAIL A <br />C32 i + 1. ATCH A <br />i <br />NORTH <br />SCALE:1 "=40' <br />:''QpvtE_Sr07N � <br />O v;N � .4.0�•Z�, <br />�1 rho a4f•6J� l' <br />t <br />NOTE: OVERHEAD UTILITIES SOUTH OF SCHULTE ROAD ON <br />END SCHULTE ROAD SECTION HANSEN ROAD TO BE RELOCATED TO 4' INSIDE <br />BEGIN HANSEN ROAD SECTION O EASTERLY ROAD R/W BY OTHERS. <br />10+81.75 ' t. "� <br />� BC <br />t PROP. R/W <br />BW FENCE (METAL POST)` <br />..BE � � 1 ' � � $ � I NEW HP _ <br />' 1.5 HIND Rj�W c3i ' ! � Y�.';. � MOVE <br />CO�. <br />I III, <br />:.-' N � � EXIST. FENCE <br />DAYLIGHT'' UNE-` I g ; I AYLIGHT LINE "1 <br />Z II tit 'tIWSTAL.L 5' STRAND <br />r + W I 12 BW FENCE (METAL POST) <br />F=! ; ` ` MATCH LNG - SEE SMT. SO <br />DESCRIPTION <br />NEW <br />NEW <br />NEW P <br />C33 -0 <br />64+00 65+00 9+00 <br />N INSTALL. D ...... i <br />CURVE DATA TABLE <br />'CURVE RADIUS <br />C30 50.00' <br />C31 50.00' <br />C32 50.00' <br />10+00 11 +00 <br />..._ - .... - .4 _• • 1 • • • • 1 3 • • • • • • 1 . _ 1 1 <br />• <br />LENGTH <br />. 77.13' <br />86.73' <br />12+00 <br />0 <br />DELTA <br />0 2'46' <br />89' ;2'07= <br />4 i K31 175mom <br />100 VC <br />170 PIA $JZ► 11+ <br />PVI ELEV 176: S <br />ILi co jW10 Lfmz <br />COAMP OL LfJllsoff W t: <br />4d ^' <br />eRbWN Vs. <br />65+00 N <br />SCALE HOR.1*340' <br />.. 1 t � �. t i t t } t , t t i • } t i • � i I� �'.. <br />} ' t - <br />e- } . . t $ <br />t t <br />t.. j. <br />1 <br />: <br />.. 4 .f' 3 i i <br />t <br />to <br />�i,; 7t;1 <br />i i <br />t i t } t 3 l i t t t _..a t' <br />3. . 7 } t <br />' i <br />, �• t <br />t ' <br />t , <br />• <br />{ , <br />N Ni <br />j <br />: <br />T T. <br />} <br />i <br />t <br />_.. <br />, <br />00 <br />t <br />1 i } 1' « , , <br />t 4 i f <br />3 ? i t i t ; <br />3 <br />.__. .. _.... __I.. .. ... ... 3 <br />1 <br />: <br />SS <br />, 7 <br />t ' <br />N <br />0 0 <br />U CD <br />Y m <br />d Y <br />YY W <br />V Y <br />W i <br />g <br />on <br />Co <br />�<� <br />U N <br />d <br />U °ice <br />N <br />ae <br />on <br />on <br />• + N <br />p' N <br />NN aN <br />W �n <br />�v <br />tan <br />d ;ao <br />8<' <br />v1 <br />6.00 <br />J <br />U <br />HH <br />�In <br />M~ <br />g� <br />Z <br />M � <br />Q <br />to <br />tD Z <br />< <br />C44 <br />