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PATH OF LEFT \ _-- -- _ _— - <br /> FRONT WHEEL /� �� 9 '- <br /> ,/ \\ -- <br /> \\ <br /> // <br /> 0 ---- <br /> '''-,,-.// a .r / \\ <br /> / - �,\\ <br /> // \ F4 / / / \\ <br /> PAIN OF // \• / �I m i \\ <br /> EXISTING <br /> OVERHANG <br /> •:,•_---_.- <br /> --- -L. 4,y <br /> r <br /> BUILDING /// \;,...7. ...0 \ \✓ \\ <br /> / <br /> Fil // // ‘‘,€, <br /> a r'N \\ <br /> lam- / ;� 11 <br /> 1 <br /> 1 ' <br /> 1 / MIN PRACTICAL \ II <br /> 1 TUNING RADIUS TO PATH OF RIGHT <br /> 1 _ _— / CENTER POINT OF REAR SIDE 1/1 <br /> LEFT FRONT WHEEL <br /> I ) `y�ExISTING <br /> 1\ I <br /> r:_:•';:›..:,. RIP RAP a / <br /> - --ExISTING <br /> 1 / <br /> BITUMINOUS \ r_E110'-0'X 8'-0' <br /> XIST'G TRUCK UNIT <br /> j <br /> j / /\ <br /> 111 NOTE <br /> MIN PRACTICAL TURNING RADIUS 1 <br /> 'I /, <br /> OF A 110'-0' SEMITRAILER AND <br /> / ` I° TRACTOR COMBINATION 1 <br /> kr) \ <br /> to I I NEW BIT <br /> .\ PAVING <br /> I I / <br /> I <br /> I - <br /> r 11j1' I 1 ` ' MOUNTABLE CURE 8,_a,. <br /> • '\.\'\ I I 1 \ 11 <br /> AND CONC PAVING <br /> R O W. \ - 3 m PERMANENT EASEMENT <br /> -�2 m'� •y, /` ROW DRAINAGE AND UTILITY EASEMENT <br /> V/1 <br /> 00 <br /> mm <br /> \ TLERE <br /> - —' " —�\ I - _ <br /> NEW BI / I \F\ <br /> i‘ /! EXISTING CONCRETE CURB AND GUTTER <br /> ~ PAVING , f <br /> f <br /> CT_ / I X� - E - - - - - <br /> M a0 \-. \°ah.. EXISTING BITUMINOUS <br /> N •+6.0 I 2+640 - 2+620 - 2+600 N. <br /> \ � 1` _ 2+540 2+520 <br /> EXISTING CONC CURB♦NO GV TTER / .-71-------1- <br /> _ <br /> n <br /> �_�— /i I� AYE N — — <br /> _ T <br /> I - - - -- -- - - . - - -- - - -- - -- -- - - = -12m�- - -- -- - ._. m r-7 -- - - -- - -- - - - r- -- - - -- -- - - - <br /> ,...r..(‘7;'2,_. <br /> a <br /> E%ISTING STORM SEWER Q a0 S11N0 378 n.n RCP S40RM SEWER <br /> R G 271 802 — — — — ,7' ,. ..... R... .......... ..... ..... APO 397 — — — 1 20 _ Y;=._'$ _ <br /> TAPER SECTION <br /> 940 256 910 F%C9 <br /> GL.270 397 _ _ <br /> INV 269 100 <br /> 1814%rte_ <br /> D- 71'30'11" .. ' —,,— -' —"T��----e( <br /> R = 198 567m t1;,: HYD w/VALVE .-i <br /> T= 20 000m 2m-150mm LEAD <br /> S= 39866m 400mmX150mm TEE -- <br /> {,r1 ) <br /> PATI / _ SI E Fl 4\ ( 110 ' TC< TU \ \G ) <br /> (Iii_IIIII) <br /> 20 50 <br /> PRELIMINARY DESIGN FOR: VANMAN COMPANIES <br /> 40• 160 9211 PLYMOUTH AVENUE N <br /> -� MINNEAPOLIS, MN 55427 <br /> L E F E B V R E TRUCKING CO. <br /> 112-611-9552 FAX 612-541-9867 <br /> 1-MAIL Olt mme)trum compmee eon <br /> ARCHITECTS CONTRACTORS MANAGERS <br /> ELK RIVER, MN 04/28/00 <br />