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,CORD DRAWING$ <br />WE- The information contained on these plans is based upon the "as -built" information <br />IM CONIRA M 3NAU NOVY provided by the Contractor and generally depicts the post -construction conditions of this <br />W tJ1aERfBlCIIA— BERME ALERT site. A post -construction survey was not completed. All information should be field <br />AT 800-111"2-24" 48 IOS verified prior to undertaking any future work on this site. <br />PRIOR TO ANY ECAVATION. <br />} , . TREE($ Kevin C. Carter, P.E. C44665 Date m0 <br />NO, C 44"S0 <br />Kerry Engineering and Surveying, Ina zP i <br />t OF CA��F�� <br />N GIN pVER1fEDG 0� + ; . a 9' a, <br />DTI AbAD ` 4 s �•1 <br />NORTH <br />SCALE• f "— 4n' <br />17r <br />I 4 <br />f W <br />O <br />CONFORM TO ''• N <br />r j • "� >' , + I UM N FRAME it NEW HP EXIST. DRIVEWAY---,,'` °' N <br />PA1�Er1' TAPER t COVER 0 R SECTION CORNER a !I+ z <br />to <br />ao <br />ao <br />04 <br />tt <br />t a <br />REMOVE EXIST FENCE - <br />INSTALL NEW 5 STRAND BW'- <br />FENCE (METAL POSTS) <br />1.5' 'BEHIND R/W <br />'37! _ <br />31' <br />SECTION tJNEL- <br />17S <br />ti1') <br />rn <br />N <br />PAVE 15' TAPER <br />PE PS.,Y.'C! STD. PLANS NO. A-8 �10� #AAK'. off, <br />F SERVE EX. SECTION CORNER. a a ,/DAYLIGHT LINE y" "- r �i, f N Nq <br />NEI <br />117+00 .--' 11.9+ 0 120+0 ` , : t f CONTROL LINE W <br />124+00 <br />1:'t2S 41� 0t- _ nr • <br />NFp1�ADT� NEW HP f <br />S .DRIVE �� AVE 10 TAPER, <br />s4-tt?LEl 1 > r.' -DAYLIGHT LINE <br />_. CONFORM TO �' <br />TREE(5) CURES l �� { /� EXIW DRIVE <br />/ I 10% MAX. 3L <br />PATTERSON PASS ROAD <br />t „• <br />DESCRIPTION <br />CONTROL LINE <br />CONTROL LINE <br />CURYS DATA' TABIJ <br />CURVE RADIUS <br />C124 2000.00' <br />C125 2000.00' <br />LENGTH <br />36.10' <br />21.20' <br />�PpFES:`;hq <br />�'`�� •^' `�R � `ems <br />r =,� <br />1 No : 44r 65 <br />�\JJ\C.'V Q� <br />\\ f �r I Fo <br />DELTA <br />01 *02'03' <br />00*38'27" <br />115+00 ' 116+00 117+00 118�-00 119�-00 120+00 121 +00 122-00 123+00 124+00 125+00 <br />on <br />on <br />40 <br />Cq <br />40 <br />40 <br />1A <br />: <br />}4 is <br />, <br />i O <br />1 t i i i i 1 <br />_....__...._.. ... .... ...... [� { { ^� } { : 'mot ? f►; p• •' �. p � <br />• i <br />tt, <br />• <br />734 <br />t <br />} <br />_.. <br />, <br />i i <br />f\ L t I 1 : <br />! 1 <br />...._.._.. <br />.... _... <br />.. i <br />i <br />71 t <br />i <br />I n 1 <br />t , <br />, <br />_.. _. _ .._..__.. _.__. _._. ._. _. _ .._.. ..__.... .... ._.... _. - r 3 i <br />+ <br />: <br />t i? <br />t ? <br />t <br />— ._......._._ ..._ <br />I} � <br />_ ....._... .. ......... <br />} i t <br />1 <br />t t i <br />f i <br />i <br />1 <br />t <br />i f <br />i. 1r*401 <br />• <br />{ 1 { <br />r + <br />t <br />f r <br />t t t <br />7 <br />t t 1' }t jj <br />� t t <br />..._... ._._.. .. _ .. : i ..I i t I 1 <br />i <br />, r <br />t � t � 1 { I t 1 � t ' <br />i <br />} j <br />46 <br />__. ..___ __...__. _.._ ..._........_... _. .. ..... ....... .._. ._.__ ._...._. __.. ........T._. _ <br />t : t : Y <br />r <br />t i t' t i t } 1. .�.. , � 1 <br />( r <br />i <br />� t } i i i V t <br />t 1 1 1 L : I t <br />t 1 { I 7 <br />f <br />t r <br />: <br />t t <br />+ <br />1 <br />r ' <br />: <br />W <br />OD <br />N <br />.. <br />r) <br />d <br />C4 <br />.V <br />