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NOTE: <br />THE CONTRACTOR SHALL NOTIFY <br />THE UNOE'RGROUNO SERVICE ALERT <br />AT NO-642-2444 48 HOURS <br />PRIOR TO ANY EXCAVATION. <br />RECORD DRAWINGS <br />It I The information contained on these plans 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 />SCHULTE ROAD I I verified prior to undertaking any future wont on this site. <br />o�pFESSlp�4 <br />i I f/A�%� <br />— 240 W (BY OTHERS) Kevin C. Carter, P.E. C44665 Date w No. C 44666 m <br />I I Kerry Engineering and Surveying, Inc. <br />g I - FENCF- SCHULTE ROAD STA.63+89-66 4. 01VIV <br />b R/W----'1 + i• R/W ANSEN ROAD STA.10+00.00 <br />21" SS (BY OTHERInn )---11 i <br />I N­ <br />SECTit±N COkN�_h -� <br />z F F N C.. F:--J . <br />i- PROP. R/W- <br />• dI <br />21' SS (By OTHERS) % 65+10.58 <br />Z - - 24-40 :'118Y, OTHER%), - rn>r F-r � ! - � 1- W (6YL r01'RlAi) <br />ERV <br />�'J GRADE TO FDRAIN/ W <br />it f �, 4 G r <br />INV <br />F" T ROP. R/W V I rV A ti I i175 6 t F I - <br />s / rr�o INSTALL 100 LF <br />SH rOR TO D ,,i r 1 i .� ` i , 12"_ CrwP O S=0.005 <br />r ENCE , -� i (1 &iCAM BACKFILL ) <br />, 48Y OTHERS) _ t 1 • ' ^�k i-_` <br />r PROP. R/W <br />`TRF.r <br />r it !12foo `) <br />T�'F-' , ' `' MATCH LINE = SEE SHT. as <br />61 +00 62+00 63+00 64+00 65+00 <br />ti ( i N TES, ; <br />! t t; t}( i i t; i <br />UTILITY INROF ATION T. <br />; <br />ZPLED'AS CESSARY <br />i } i PVI STA = 6Z+00 FILE -• CVJffJWL hrNS , <br />PM ELEV =' 179 82 <br />in TO EXIST. i <br />CROWN <br />C* <br />Co <br />180, <br />rt } <br />i <br />X <br />lea <br />8 <br />TTa <br />.. S:CALEA)11.1'■4 0' <br />, <br />4r tl�; tj itt ±1; i�o VER.1"■1' <br />• <br />t r <br />tI <br />t i <br />t I <br />t i i i <br />f. <br />f f <br />..... <br />_..._- _.. _.. ._.._ 1 .... .._.. .. .._ <br />} F _ <br />1 <br />• t <br />t <br />j <br />} <br />_S RO , <br />t <br />i <br />i <br />4 <br />1 <br />I <br />t <br />;.. <br />1 <br />}j <br />f <br />Y <br />f <br />t <br />t <br />t# <br />NORTH <br />SCALE. f to =40' <br />NOTE: <br />1. UTILITY POLES TO BE INSTALLED <br />4' INSIDE SOUTH R/W ON SCHULTE AND <br />4' INSIDE EAST R/W HANSEN BY OTHERS. <br />2. SEE BISSELL do KARN PLANS FOR DETAILS <br />ON SANITARY SEWER do WATER CONSTRUCTION. <br />10+00 <br />Norrts - CON NWL. LING <br />,A. N a, <br />4 <br />i t ; <br />11 +00 <br />12+00 <br />100 VC <br />PM <br />P%A ELEV = 17A Oft <br />i� • <br />y 2 <br />t s <br />HAWN 5BXi, i R OA' Dt <br />so <br />59 <br />N <br />OD C <br />4 C <br />z <br />Y <br />Y V? <br />Lq p U <br />U <br />O <br />0 < Li .. m <br />O I!W < <br />as qC W6 <br />a a <br />t Ne U n <br /><o� <br />0z <br /><Uv <br />UN <br />n <br />p! ,� <br />� HN N <br />N a <br />N N <br />W 1LJn <br />0 �v <br />O+i M <br />d ;0,0 <br />8 SIN <br />rO Ch <br />>� <br />z v <br />X <br />O <br />its <br />10 N <br />4Dr <br />too <br />I=F <br />IL <br />O <br />z++ <br />s vo <br />as as <br />. es44 <br />to to <br />.Q <br />Mac z <br />ad W W o <br />� <br />zZ <br />OC <br />= Q <br />7 <br />Q <br />VI <br />Z <br />W ,N I <br />%o i I illy <br />