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Edge Or,*, ae( CA . <br />o _ <br />- 1 <br />Edge of dechs <br />J <br />�0 <br />x <br />x <br />x <br />7J <br />)t <br />x <br />CO C <br />b N. <br />x X Wj C <br />QQ <br />X <br />x X <br />102.8 <br />102.9- <br />. j /03 <br />/02.5 ' <br />94.0 ; <br />+ + j N % O <br />93.8 d.00 <br />W4i191.V®// 00 <br />B. c! 94.0 ° <br />+ <br />9+ 0 � /w <br />�f <br />W /94.7 <br />+ <br />� Bent 4 <br />10/.0 74 fo,4 2/ QI <br />Wing wo// CO, 4 <br />2 <br />311 <br />10/.7 ;L - - - ��- - I- ► <br />- - -� _ _ I _ I - - - -► - i- - <br />95.2 <br />96.4 Existiny Sridge <br />+ to be removed <br />98.5 <br />102.4 + <br />X X X X <br />x x x <br />9 + 4 96.3 95.7 <br />9-� R/w 0 Coast. <br />Curve Data <br />R = 1826.84' <br />_bench Mork ' <br />'6 = 10015,021, <br />Survey Control Pt. E/ev. 100./6 T = 163. 85' <br />ship spike on power pole right L = 306.83' <br />of Elliott Road sto, 69 42/ t Ch. = 326.40' <br />D = .3'08' 11' <br />t <br />d$ f <br />t. <br />1 F 1 <br />i i <br />J - <br />4 <br />N <br />E_ <br />(IN O <br />C <br />C <br />Q <br />x x <br />x <br />x <br />X <br />% <br />'- - -�-- 74 - - -- - _ <br />I � <br />MY <br />)c <br />DE'CH CONTOURS TOURS PL A N <br />Note: <br />d Indicates even Foot contours <br />X /0' intervals except �@ sto. 74 +20 to 74 *30 <br />Contours do not 1;�c/ude comber <br />M <br />m � <br />'` X IO2.3x x x x X x <br />102.4 - - - - - - <br />. .102.5 <br />/o2.6 75 _ <br />l02.6 � <br />94.1 94.0 93.8 94.1 96.3 <br />+ + <br />�h q� k N <br />M <br />94.4 <br />94.3 � (� � 94.2 92.1 <br />m + + <br />� Uj 9 + 3 <br />94.1 C() V) Exist Concrete <br />+ Lae 93.3 94.9 Bridge <br />nt7 -773+9621 <br />II <br />- 73tG2( If II I t II Bent/0 u! _ _ <br />I <br />---LL- <br />ID-T-r -ROA- <br />D <br />4 75 14'19"W <br />a. <br />T <br />EC. -` <br />- 9-6- - - -- Beni /¢-`Bent 15+89.9 <br />+ 90,2 75 t 23 75-1-48 90.5 <br />--90.- <br />3 - <br />Z <br />Q `'moo <br />94.0 <br />+ 92.1 9 2 <br />+ <br />90.1 <br />93.9 q2.7 92.4 <br />+ + Notes = + 93.5 <br />6 Indicotes Piles. For ✓oyout <br />see sheet 4. <br />Indicotes bottom of <br />EOUNDA %/O/V PLAN Footing elevation <br />+ Denotes spot elevation <br />e <br />. k . . //�� ®TICPLAN & <br />. � Fo UN <br />,3 <br />DECK CONTOURS PLAN <br />h <br />91.0 <br />41 <br />w <br />. � r <br />qt Al <br />E / A. <br />ELLIOTT ROAD <br />BRIDGE NO. 1 151 <br />STATE BRIDGE NO. 29'G-2:49 <br />k� <br />ff <br />13 <br />