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S-210208
O , } N ;. ti U a JAICIQIG PIT _... - ------ ............... - -- -- -- - - - - MONSTER ROAD 25' 27 0 m z 152.92 — 21a LF 12' DIP 63 LF 12` W_ W ,. _. ... r "��, W �` .. _.. �SSMNA U STA. 2 , O _ _ SUPPORT INSIDE'CASING "TO YN _ _ ._ - . KIARd DESIGN :ELEVATIONS AND SLOPE OF FOR ADii1T1(? AC... €ORMATtON. .... R - .. N ... IN . AT RAIL. ROAD CROSSING 28 +00 S34 01'4T E -- 155.46' Bi.17, 6.62' RT. l VJ r SSMH 16 SANITARY SHALLOW MH TYPE "A' STA. 27+46.4G.-x5-'-RT.- T 27- +49.89, 6.45'RT& w r OD N U a Al 3 Cb lb 0 43 �ry4§N�3- .� Q-,tL O F' AT �T 3oX9o8ch`�F " SF 4 STANDARD TYPE STA; H30 i 49 4 ;z3.49 T, F SyF� STA. 30 +49.88, 24.58' LT 9 SEE SHEET C -31 FOR SANITARY SEWER LAYOUT ON BRIDGE ' PLAN SCALE: 1' = 20' O 10 20 40 Z 3 0 0 0 60 _ _ _ _ _ _ _ _. _ . _ __. - ...._..._ - _._..- .._.._ .............. ... ........ _... - ------ ............... - -- -- -- - - - - - _ _ . _ _ . _ _ . _ _ .. _ _ .- -60 - -- - - - - - -- - .- ................... ... -.- - APPROVED DIR TOR- OF�MELT WORKS - - - --------- ------------------- - ..... ........................... ... v .. (Q� ------ - - - --- -- . ... . . . .. - -- ... .. - ------ - PROFILE Q:: :. 50 (:OMRACTOR:TO:PR(AADE WiiRMEDWTE:: - SEE:SHEET: C -2$A -. - V 50 _ _ SUPPORT INSIDE'CASING "TO YN _ _ ._ - . KIARd DESIGN :ELEVATIONS AND SLOPE OF FOR ADii1T1(? AC... €ORMATtON. .... R - .. N ... IN . AT RAIL. ROAD CROSSING ... .....- -------- - - - - - -' - - - - - - SCALE:- HOR.- -1 20':.. - - . - SANITARY' SLIVER PIPE. 25`....- .. ............. ...:25 .. .. .... -. --- - - ... -- VER 1 70' _ - . _ .. . EXISTING GROUND AT R.O.W. CENTERLINE- - - -- .... .......... ... _.... - ... 40 : _.. _ _ . _ _ _. _ : _ __.. . . ...... _ ........... ........ .. .. - - -. -- .- - -- - - -- - - -- -- - 7� 40..:.:.:.:.: . - ----�_ 2' -3' YIN. CUVER - ..... ` ' .. -: -- - = - - - _ - . C- _ 26 - - C C _ 30 - _ . �. �2 - -- - ' - _ 3EJ 24S LF 17` DIP ® +9Ii- ..: a9O:LF:l 157.92 $98q/c 63LF 12 U1P a(� O.S% ' 0.696 - 97.61 : .:::... ::RIP: 0:043. 0.5 /o , �.::: SEE:SHEEU C -31 FOR; SANITARY N. ;SEWER: PROFILE ON BRIDGE 20 _.. �' -°% cfl.: ...... �. . -.. J - . ..... ar ... :: i 64:51' -::. -- gq_.I F 12 PVG �I ✓o — - .. - .. 2 GRADE :3 :STEEL CASING PIPE ..... o, : n Q :: ..... .. ... 3 z M ... ... .. :: .. N : ... . SAND FILLED -: :!: a;: : NN.— _ N a � �N: .. _N ® _ _� - _s: �.a -10 - .. -.. ... 2: f s4 Q _ . Z`^ ...Q Q " : 00 m .... V1 Z ..... G9 O . ^ Q pp.z. -: M. OD Z" N.LJ 2 j. G ; _ X i 01 J jf Lj i col to co 3w ti ': ... .. ..m.1- 41 -. �. -.. - _- ::::: ... :: :..:::: ........ : -..... ... l y ....: :... .... :..'.- .......- :- .. - - - -. .......:-::..... ...:.........:.........:....... .::.... -. -.. -. 34V.:. -..... �� .. -ti F Jr f• E. 11 T Y: R N T:O N . D: E:P. A: R T M E N :T : 0 r P U B L f C :W :6 k K :9 BLACK RIVER WASTE REDUCTION :CENTER RABANCO REGIONAL LANDFILL COMPANY. DESIGNED- D.E.BARKLAY - DRAWN 'AG.EGIiTEDARI CHECKED: R.O.GALTECAND - DATE 'OCT.,- 1992 - - FILE N0. -SCALE - - AS'SHOWN APPROVED DIR TOR- OF�MELT WORKS - - - 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00 30 +50