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RECORD DRAWINGS <br />The information contained -on these Mans is based upon the "as -built" information <br />provided by the Contractor and generally depicts the post -construction conditions of this <br />WE � site. A post -construction survey was not completed. All information should be field <br />TI# O0NIRACTOR SMALL NOTIFYSCHULTE ROAD I ! C���UCT �� TAPER verified prior to undertaking any future work on this site. <br />TFC SERVICE ALERT �" CONFORM PER DETAILA <br />AT X642-2444 40 MOORS I I 1!L� , <br />PRIOR TO ANY EXCAVATION. W �; <br />Kevin C. Carter, P.E. C44665 Date <br />INSTALL NEW FENCE Keay Engineering and Surveying, Inc. <br />u <br />f- O ! -T--FENCE STA.63+89,66 <br />A� ,..V„ <br />WITH 5 STRAND BW o E.•• OF CAl\f <br />FENCE (METAL POST). R/W . XP.--._R/W ANSEN ROAD STA.10+00.00 <br />o -W. INSTALL SURVEY MONUMENT F- <br />SECTION CORNF PER S.J.C. S. PLANS N0. A-8 �PVQ"v <br />44- ->Z�. <br />Z REMOVE EXIST NEW EP CREATED BY r"° ; aGFes� <br />'¢ ", f/ <br />M ROP. R/W FENCE F E h ^� - vs W� 'r, OVERLAY •EXIST. EP UNE ¢� /•� <br />fJ SCHULTE RD. STA. 63+96.85//RR=18.30j <br />Yi NEW HP .' HANSEN RD. STA. 10+18.38/L=5.76 <br />+ \ / ! r t^'INSTALL' MONUMENT FRAME ac <br />-- _ • -+ M _� COVER OVER SECTION CORNER <br />• �_ _____ . + _ 5176.94 PEF>! S.J.C. STD. PLANS N0. A-8 <br />_ _ x� --�--+ \ PRESERVE EX. SECTION CORNER. NORTH <br />63+00� C31 64 0 5+10.58 <br />TF�Ff (�) A - 50' TA R SCALE.1 "=40' <br />CONTROL LIN CONSTRUCT PE A <br />_ C32 CONFORM PER DETAIL <br />N §4+01.71 T T. A <br />T '�� ' ' ' . ; t i ''• NOTE: OVERHEAD UTILITIES SOUTH OF SCHULTE ROAD ON <br />ion fREt. S? J YE_ WA ` ` " ! END SCHULTE ROAD SECTION HANSEN ROAD TO BE RELOCATED TO 4' INSIDE <br />t REMOVE EW <br />1 BEGIN HANSEN ROAD SECTION O EASTERLY ROAD R/W BY OTHERS. <br />:EiU& 0 1.75 t. <br />- FErvt'r TR �. A 1'\ _ � j_ BC <br />INST'' D h I .� �� , 4 r, PROP. R/W <br />BW FEN <br />CE (METAL POST <br />t 1.5'' -BEHIND R jW cat IO <br />W' HP <br />MOVE <br />EXIST. FENCE <br />CURS Rl7U1W PROJFILS DATA _TRF F(SI' DAYUGN:f UNEUNE "1 <br />'IfX18 <br />PC# <br />STA <br />BCR <br />414 <br />A/2 <br />3 4 <br />ECR <br />PC30 <br />STA <br />1 <br />63+38.28 <br />+54.13 <br />6 +64.76 <br />63+68.62 <br />715-28v <br />2v07w <br />C33 - C50 UNIUSED <br />V <br />1. <br />1 <br />177.31 <br />177.12 <br />1 <br />PC31 <br />A <br />63+30.96 <br />.72 <br />G 67.59 <br />63+78.83 <br />63+ 2.66 <br />V <br />178.04 <br />177.63 <br />1 177.07 <br />176.84 <br />176.79 <br />PC32 <br />ST A <br />4+12. <br />1 <br />64+26.67 <br />64+42.69 <br />64+61.71 <br />ELEv <br />177.2a <br />177. <br />176.89 <br />Z INSTALL 5' STRAND ;e4r + v I <br />121001'BW FENCE (METAL POST) <br />CURVE DATA TABLE <br />MATCH LW - SEE SMT. 30 444 <br />DESCRIPTION 6CURVE <br />RADIUS <br />LENGTH <br />DELTA <br />NEW C30 <br />50.00 <br />. 77.13' <br />246 <br />NEW C31 <br />50.00 <br />80. <br />• <br />NEW EP C32 <br />50.00v <br />715-28v <br />2v07w <br />C33 - C50 UNIUSED <br />CD <br />h <br />� <br />