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P <br /> 9 y/ - 7 <br /> r., <br /> LIVE OAK STREET <br /> i RND INDEX FN0. YEAR S E THTAL <br /> T4NR6E MD88M — 10-11 v L-las 1957 8 9 <br /> Sec. 34 End Project Sta. 452 + 29 <br /> Ln ` const. <br /> i O <br /> I u <br /> S ;TI' � <br /> 1 40' 40' <br /> i <br /> 2' S' 8' 9' 4' 0.21'x 24' Plant Mixed Surfacing 4' 9' 8' <br /> P.M.S.Shld. P.M.S.Shld <br /> a i <br /> LO ti 0.083' <br /> 5R 2% 23 <br /> eoa+D d Level <br /> n C 0 V C Lev <br /> k Cr o o c <br /> R/W 91. <br /> y y R/tV 0.50'x 32' Untreated Bose <br /> o TYPICAL <br /> 440.00 .60 445+00 450+00 o SECTION E <br /> ' -o . live Oak Strut8TA. 414+TS TO STA. 426+50 <br /> i R/W v Construction N 09° 47'40"E <br /> u R/W R/w 40, i cofst. 40' <br /> 50 <br /> 50' <br /> Q N i <br /> � , <br /> r � <br /> I <br /> co — � 1y Vac 9 4 24 Plant Mixed Surfacing 4 Var. <br /> iq a� °� N RM.S Shld I P.M.S.Shld. <br /> + + n <br /> p y V ; 4 4 2 • <br /> Y i D 4 ".At.O fii <br /> 4... o o I Conform G <br /> e 0.50'x 32' Untreated Bose <br /> TYPICAL Sia.426+50 to Sta. 429.00 <br /> 3ECTI0N F I <br /> s <br /> STA.426+50 TO STA. 435+50 <br /> Sjo AA <br /> Cog t e } <br /> 50 <br /> 22'— 5' 9' RN 0.21'x24' Plant Mixed wifacing PNS 9' <br /> Scale I"= /00 ' ooas' ShM' 2R Shld 0.093' <br /> G , ... - . •. �.. t.. _ .m."'f '_.M„.. ._.,,�, ,,... y ..a,,..,_ ! ... ,. . ....,_ _' ,.. ._...,. .. ._. _ y I y r. _e. ,_ ,+.�.. ...• .: ^• :.a.-..::•....:• •.v�.:. �_ ,.e Cr• <br /> BM 10 Ditch Grade c I Ditch erode <br /> I <br /> Ci <br /> I <br /> G i ! <br /> Fd Ship Spike In PP 17 0.50'x 28' Untreated Base <br /> Inter Elev.46.84 <br /> TYPICAL <br /> I S.E. Car. Int <br /> i <br /> , <br /> y f ` <br /> 8ECTI0N <br /> STA.435+50+ 39 50 <br /> .4 5 50 TO 8TA. 4 <br /> _47_. ; I ! �. j 50' �� `�� 50' <br /> I I I _ I <br /> 4� _ f 1 2?' 9' 2' 0.21'x24' PlontMixed Surfacing 2' 9' 27' <br /> { ! �._..__ WS <br /> Shld Shl <br /> Level <br /> a083 29. 2% 0.083' <br /> _ f inishe ode <br /> ? <br /> 0.50'x28'Untreated Base <br /> �k3. . ! <br /> 6 <br /> .,. t <br /> a ICAL H <br /> � � ; � I _ � 8ECTI0N � <br /> _ _ ..: _ ._ ..._� - ...,____�._.___.� �_. _ ..._...�._. ' _.... ..:. . . . .... . . . ... �_ ,.....__.�. ..___ . _���. .. STA. 439+50 TO STA.448+00 <br /> I <br /> 41.. . ! ::_ _ G _. f � <br /> e •_ ... _ _ ._. 41 <br /> _. -----.__... <br /> I <br /> 4.0__.. G TYPICAL I TYIPICAL l <br /> u ., r ; SECT ION H 50 � 50' <br /> I i SECTION I , t `� <br /> R G i �� r, 36' 2' 0.21'x 24' Plant Mixed Surfacing 2' , <br /> _ _ <br /> I �i i 3 P.M. P.M. <br /> _._ , w at ShW Shld. <br /> 0.083 <br /> L _-�-., --._ _. .._ ._. _ _ ..... _.:._ ; _.. __ :, _. ..._ _ '.__..._.._ . __ .._ 29. 2 .083 <br /> i C QD <br /> RAM <br /> I E q <br /> !! Conform <br /> ] _. _ _..... �� I Conform Cf d <br /> v % I 1 k 0.50'x 28' Untreoted Base <br /> TYPICAL <br /> y H 8ECTI0N I <br /> STA•448+00 TO STA. 452+29 <br /> _t SHEET TYPICAL CROSS - SECTIONS <br /> EXCAVATION 5 0 0 28 28 0 0 1 TOTALS <br /> a <br /> 9 60 88 83 69 0 380 <br /> EMBANKMENT 79 125 116 51 28 107 162 88 9 5 0 0 0 770 SCALE : 1 ” = 6' <br /> 4401 2 3 4 445 6 7 8 9 450 1 2 3 <br /> _..._ __.._. _.�, .. . .._ _.,_._,.... _.., . . .., ,. v�.._...-..d_ .,. . _.. . .-.w, ..—...—.� _„.,.. .. ,., _,,.. - _.._.. ., <br /> / _. _ <br />