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R-7 <br /> qp(- <br /> D. r. <br /> 1 <br /> RIZLI T ONS By <br /> NO 'CM kN GES t <br /> f 19 SEC <br /> f ` S/o. 49 74 <br /> RCD crisf heod o / I I I <br /> 76 •P�`D ¢xisting ere'wa//, wingwo//s, 1�evew I I Caobrr„ i <br /> orad conerefe /iced difch. S/o. 43t6Z P/oee 48X6 w /� <br /> _wingwv//s, oro'co�crcle � E��im Duch rq rc/ <br /> g <br /> 7-7- — ----- R,C,R Clff' wifh rvflfxr /reed difch _ <br /> 1 / gos/ref faints 9 \� <br /> Caoslrr� enn'wvi�l wdh 'wmgwa�f.�- lee D ex�fin9 y . - \ <br /> :Sea Ah sheet fir defai/s. _ Cc�tcvin <br /> -------- ----=--- <br /> v71 <br /> ah rte' i <br /> ------ <br /> �A I <br /> T , <br /> I� SECTION C-C SECTION D-D <br /> — _ —} <br /> f� = .. ., QONCRETE,_ TRANSITION <br /> oc <br /> Cansfrvct corp- fV0 Scale <br /> ———— c✓ett hawsihon <br /> s -See fh s-s/eef far # <br /> > ' trete troasitiort. See Afs Am/far,de of/. ,, _ <br /> � r Stun 09 a Nat At i adwo/l Xis le orifi <br /> SS J I MY/h &/ Q a` I al e//dIYO// i� /s <br /> I <br /> { , CL-NERAL NOTES � °} „ <br /> oaf /. Far /ir�ifaf french resurfarir�y see fyeach <br /> cow? 70th/shel,0 SlZo LE�iNO <br /> ok,61/ sheaf 'D`9. 9v�e E,r�r�sioa I 6`� I <br /> .9 ,106VWi7 Croy /ios ohfoir7ed �� 2 A.C^ ovcr 6 A.Q Joiaf <br /> r Ilse' corse,71 of ffi�2,Oro/.�ery aawerS Z Size and/ocotioh of exisf/r�y Ur7de/�lrourld <br /> s1�rflires or¢ oo/�roximofG�. SCo% : l 0=5 <br /> Ar a// work shawv ori prmalk prop�ary Grove/.Bockf// �aPTiar�o/� B B <br /> 3. A// pipes sha//6e sub�ecke fo the hydra- �� <br /> sfofc fest ondPro�iaioas described irr <br /> -:Limit�of'eorthwork�sc.oreos� I <br /> Secfior� 66/08 of tfie Storaa'ord S, AN <br /> oecificotrons ;;x"( C/eorim 0 Grvbbii�y, OWL/ I _- <br /> 4. 7ronsilzaws to 6i ir�c/sided ire the Caastru¢17an Lasemcnf <br /> structures arrd ore 106¢ 6"thick <br /> 1 4 <br /> r <br /> tell 10 l U- A'L1 <br /> 1 { <br /> F <br /> S' rvey i <br /> i <br /> _ X A <br /> 2 _ <br /> PLAN <br /> I � - /.✓rrtfs a>".`'Groi�e/ �rick�tf ____ l <br /> , 36 <br /> 35 t t <br /> �o 35 <br /> i34 � - <br /> - —,- _ 34 <br /> 1-- <br /> I , I ( t <br /> e' <br /> 33 � � I I I t i I _ 33 6" <br /> E a 32 i � ' I t I 32 " Ole" <br /> I <br /> L I _ I COrrfrt� <br /> 31 <br /> 30 I-------------- -- -- -- -- - - <br /> f-- -------- -. <br /> H <br /> 29 �� ; <br /> d r 2J <br /> - . <br /> .Exfe7� �o�wo/� ;-- --1+ <br /> F ,2a -- �� <br /> 28 <br /> I <br /> I 27 \ t - - ------ - - j2.7 .01 <br /> I \ <br /> 2626 o :. <br /> l 25 \ - M <br /> _ T <br /> 24 - — <br /> r <br /> \� - - SA <br /> SECTION A-A SECTION B-B . <br /> _._... _T.--_..._,.-. .._,._� _ ._.._.__.__.. ._ ____ - _--_ _ .,._... _ ..._... ..- .. -._. _.. __—. .. -.. ....., _ <br /> I <br /> \ _.-t- -^ . #� <br /> _ 23 <br /> vi <br /> _ <br /> �2 .:. . _ �----N-- -;_ -- -- - ---- ---- -- --ELEVATION -- - -- - -- - -- -- - � 2 TYPICAL HEADWALL & ENDWAL DETAILS <br /> 4 <br /> n f , <br />