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CONTRACTED PROFILE <br />HORIZON AL VERTICAL <br />910 <br />900 <br />890 <br />880 <br />800 <br />860 <br />0 In - <br />PLAT <br />scALE <br />°T'FNFRDAL <br />IRIVEROOL i <br />PROF( .E AT It TRAIL (PROFILE) <br />(I) �11 II0 <br />iluiiilii IRllllli;l <br />1EST81 <br />u0848 <br />CONSTRUCTION OPERATIONS TO DOBI. COMPLETE UTILITY6 PROPERTY SOWNERSHP ADVANCE <br />ANDP <br />LOCATION <br />NO OPRE6E14- CN PLANS IS QUALITY LEVEL D. <br />BENCH MARK 1— <br />PROPOSED BRIDGE 02053 <br />PERMANENT EASEMENT) <br />CENTER OF HELIX <br />A= I9657. 37 1 <br />TRAIL (BD <br />PGT SIA 6411594 <br />P RIVERDALE. DR.(FDVERDALEI <br />56.39 <br />X 449669.811131215.390 <br />III III a °"1 <br />0 <br />TRAIL 1 <br />P.DTSiBw82T <br />1 WG469 <br />X O .H° <br />I�_b 449T63.890 SY = 131405.263 <br />R BTN.AILBL 0+00 <br />TRAIL (BD <br />DS10 7426.497 <br />E.BEB <br />l HH10 <br />S <br />, 449720.825 Y 472 <br />IiI T1B 3ai <br />T.HIDE B. W.E. <br />ICBT H101 f4WBT HI O) <br />RIVERDALE DR ALE <br />\ BOLTON <br />& MENK <br />AZ=206221'28.2 <br />STA. 1+00 BACK OF EX TRAILgb0. <br />—BENCH MARK 2 <br />L TR.,L IBLI <br />== <br />70' <br />00 <br />890 <br />880 <br />890 <br />B80 <br />8T0' <br />ADDITIONAL PROFILES <br />SCALE <br />HORIZONTAL OVERT( CAL <br />T.H. IC W.B. PROFILE (EXTHIOWB <br />INPLACE µC O0NDI <br />T.H. <br />EXTH1'DW s1 - <br />PROPOS:1 BR 0203- <br />/ TRAIL ELI <br />I DES <br />T.H. 16 E.B. 17OFILE (EXTH10EBI <br />PROPOSED BR oEOS <br />INPIA E, GROUND INE4^. <br />CL i.l ID N.B. [^R <br />,INPLACE G-00NOI NE— <br />R E DR , <br />IEXRIVEI DALE/ - <br />A81+00 <br />ROFILE IEXIVERCIILEI' <br />PRON,'ED BR. P 053 <br />L TR8 IL IBC <br />q ST1NG OR DES <br />26 -00 28D-00 '30 00 32 -00 <br />V <br />PENGINEER oSIGNATURE53,2 <br />NLu:xxEm,n <br />CLOOUET <br />ISLANDIDAYTON <br />R 25 W <br />INDEX MAP <br />FOUR SECTIONS <br />LOCATION ENGINEER'S OBSERVATIONS <br />AT BRIDGE SITE <br />1. SPEC, FEA1URES: WATERFALLS, DAMS, FLOODS, I. ,DEBRIS <br />PIING <br />. OTHER BRIDGES OR LVER S OVER SAME STREAM <br />PARTICULARLYPARTKULARLY S RUC ES WH]C. ARRY HIGH WATER <br />WITHOUT OVERFLOW OF RW :ONEN LOCATION.TYPE, <br />G ER <br />APPARENT <br />FRO <br />R ELEVATION <br />EY <br />HYDRAULIC ENGINEERS RECOMMENDATION <br />DATE: XX-X% -XX <br />STREAM DITCH DESIGNATION: XXX <br />DAX. FLA FLOOD 0•EGON, XXX C.F.S. DX-XX <br />DESIGN ROW C:X Y FRED.ELEVATION <br />, XXX CFT X%.% <br />DESIGN MEAN VELOCITY XROU STRUCTURE: X.X F.P.S. <br />TOT A LOW MEMBER AT CORAABO. EL TION: XXX.% FT. <br />WAIERWAY AREA REOU1 BELOW EL = X. SO. <br />ql RIGHT ANGLES ID HANNEL <br />HEADWATER VAT1ON: X. X <br />MEAN LOCI, THROUGH STRUCTURE: X.X F.P S <br />ES ATED PRELIMINARY TOT AL SCOUR AT PlER EL.. <br />CONFIRMATION RECOMMEN <br />MA SC. �BTAIN FROM HYDRAULIC ENGINEER <br />BE SURVEY SHEETS MADE FROM : <br />ILES <br />DER2653 R CBRODON, C53TOPO02053' GNAL CBR0BR PLAN ALNBGN <br />HELEVATION BTB 971 IN.P.V DM ONUMENT ID STATION BOB, <br />88 ADJ <br />BENCH MARK 1 ELEVATION 874 2i3A. DJ N 6+3 LEFT <br />TOP U <br />of DCP NDT OF HYDRANT AT STATION I0486 N, L. RIGHT <br />\/ DEPARTMEN MT SOTA OF ETRANSPORTATION <br />N J, BRIDGE SURVEY <br />MISSISSIPPI SKYWAY PEDESTRIAN BRIDGE <br />OVER T.H 10 <br />FROM RTV <br />O THE NORTH SI AR STATION <br />GOU <br />Y. ANOKA <br />C11, OF RAMSEY <br />BR DGE ENO. 02053 <br />low " <br />BRIDGE SURVEY PLAN & PROFILE S.A.P. 199-010-012 <br />I SHEET NO. 92 OF 99 SHEETSI 02053 <br />'TRIDGE NO. <br />