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961
<br /> T. I S. R. SE., 11�1.D. B. 8 M TRACY - ROAD N0. 923
<br /> INDEX 28 to 31, GC to DD
<br /> �J J\,J C)J\, J v ,1J ,\,_ Sheet 8 of 9 Sheets
<br /> rJ /i J�/ lJ -j �J JV -1 J J JJ 1 C 1 JV 0, J
<br /> Sta. /74*66-Remove & Sd/vage
<br /> Ex/•s/. /Z"x 32 PC.C. Pipe & S/ide. Gate
<br /> /2•z 29• C.M.P. & Cons. h'dw/. and
<br /> Reinstall Side Gate, Lt New Oikh
<br /> Sta. /74 f./Z to Sfa./74--62, Exist. /rrig. Structure.
<br /> 6"%rrig. P. pand 24"x27 PC.C.Pipe, TiinberNdw/s
<br /> Remove d So?/vaye, - F&Z 48 ar50'C.Al.P. &48'S/ra-
<br /> Gd/e on t Proposed Ditch. Note:487S/iofe Gate
<br /> /2'x55'C.M.P. X-drain and L5 Proposed /rrigaM0r7 ,Ditch to be Salvaged from Sta. ///t35. E.$B. •26.2C.Y
<br /> e I /Zx 29 GM.P. a /2-F/ap Cxw/e - For Constriction detai/s,See Sheet 2 Construct Fence on R/W Line---�\
<br /> C - - - - - _ - - - - - - - - - - - - - - - n
<br /> C v u Move rhansfoline
<br /> 14/W Line -' S. /3°00' E �— 6903.0/ n Power Pope
<br /> -
<br /> s s ���' ��.���� �T'��} _,— �e��i �/IiYIFl11F .-. � __ � � Nk-����f}w�.�►+�,as �l�R�wr l���wa'! 9}w'e.�wr,�l7Ol�w^�Ff�_.�n� � ,Q I � �5�r .. C--•O C�
<br /> ; 9'"`- /50 ._ _.,_/ 2 -- __3� _ - �.._ �6- ,� 9 u Exist���
<br /> 4
<br /> Exist /rami Cana/ _
<br /> d :z•; ¢ P.
<br /> R :•: {a r;r•• �.. . . ,._ Line Xing
<br /> R/W Line __ ¢ b ¢. _ . .• y :� f °.5,.,3 :.f.:1, ,.t'
<br /> i.... '..:•.ff f..t.Y•t-t./,. !. ..:: •/ ••..1. 4f ..: :I 1111LLLL1.W:1111,4 W1jyU i
<br /> ILLLLLLI) y111L1LL1Uu1111 WL WLL L1111uL.j UW W111 18W1 LL111W1 lull mill, WutuWu,U11uL11 HM WLL WW uu118 WWl LWL L=W111111LL LIWL ULursWL11-1,1,111111/I WL kumu�L����LWUh, U111llIW11JILll1LLtLulaiJIILIWLLLL111 W1L UWLUJ �1LULW LUW WWl1WL Uau UULL Ula, ULLU HiLLU W1W u1LL Wim L.W1 ULLU uluuu 111111,1u1LLWll, "W 181111 L"LTrr
<br /> liLLJ 118111,u111L 111111,ji,tiL Lu1LLL11LJII1111W1111WL11V11U-
<br /> 71I1.�TYnTmT*m"m ITTrl rmmrmmn mm mnmrrmrr=mil mmmmlrm7m rmrmnrnm mnmlT rm rrm mn Trm mm mn,mrlmr+ mmmn rm rm mmmm rnm-rm�Tm rnrn=!)"miUM7Mmn Trm Mmn1�"mn 1W Mm mm MM mm rnm my mrt mw rmn V"Tn^
<br /> 9 mnmmnrt^mnn4m�mrrmmfrrrnmrmrtmrrmrmmmrtmmm�mrrmmmmnmmmmmrrmmllrtmmnmmnrrrm �+LWuuLtWl�' '4w � � mmrnmtmmmmmmmm
<br /> mn mrr mn mn mrr mrr mm rTtrrr m+l m^mn mmm rrrmr mm mmr mm mrrn mlm mrm rmrm Imrrn mm rrm mm mm
<br /> Crown of Existh7 Levee
<br /> Std. /7200-
<br /> /2'z 5/C/W..P. X-drain and
<br /> i A proX. Water Line of Slough /2"'x.�O'C.M.P, with /2""Flap Gafe
<br /> --- Sfovgh - -
<br /> m� Sta. 174,' 37- F. 8/. /tic 30 C.M.P.
<br /> Side drain, Lf. suffer, Under Access Rd.
<br /> /Pole: Construct /0'Gale on Fence Line
<br /> X-ing Access f?d, Lt Sfa. /74-.0.3 7 r
<br /> \, J (, J\, ,J r] J\J Construct Access Pool 6*/747,37 as
<br /> � J � r , J r, dir¢ct¢d 6ythe Engineer, vnd as shower on
<br /> r r >�,�-, Y,J J 0 \ l , ^,v r3 J _� \J C, Sheet ''2. Evrlhwork Quantities are Mkded
<br /> in sheet foto/s.
<br /> Scale: / /00
<br /> 4
<br /> 30'ROAD BED
<br /> ;Prayclle Grade is Finished Grade q a05y
<br /> a. of Untreated Rock Base on �6 of Construction.
<br /> ._50 x 24Untreated_Rock Base. 's
<br /> 24'Azr/efrvtion T�eofinen/ a N �
<br /> 3 Fi/f S/open 4' / � Z �1 L' v., y 6
<br /> �. w ob
<br /> 90 to Cb1 � \ 4
<br /> Qb
<br /> Z LZ
<br /> 4ft
<br /> 8 a N— — TSp 7VL*w ZM1ch .,Ban*,s LY ;-l1_ 0/5'/o fig. �r _ 4 a 3
<br /> h � � � ------ - ---- - -- --- - � �, ._.._ _.�.,- ------ ------.. —` ..� -- ,—_ - - - \ � ` -- � � c'� - -� �
<br /> Prof% &t of Survey
<br /> 2 2
<br /> 0 / \ Leve/
<br /> —/ lComtrucfion Profi/e
<br /> _`
<br /> / __Rf
<br /> _meter -O o\� t 0. J5 �° -\-- - // ---------
<br /> ------ / -- -- _— -- \ /i -______ ---------------/ -------------0./o -
<br /> Lf /5 °/
<br /> _ -- ---- - - ---------- -- ----
<br /> 4
<br /> `------- ------------ �\ M / 4
<br /> - 4
<br /> �
<br /> \ V
<br /> All 34850 SY. O.H.
<br /> 27150 S. Y. O. H.
<br /> Sheet
<br /> Tota/s
<br /> I 7 704 628 d' /4 465 539 628 605 584 675 755 09 /026 /02/ 20845
<br /> 6 66 5 579 591 S89 1 647 863 990 83/ 70/ 739 54 5 _.. . . _ .
<br /> Exc. 60/ 667 763 i 723 44 5 44
<br /> 1 1 t p Z 7 ,535 498 484 52/ 592 597 56/ r
<br /> 546 524 487 528 63J 70/ 6B4 669 687 62/ 47/ 4 9 5 O 5 9 .. 509 5/O 538 526 472 397 364 337 -/6066
<br /> Emb 548 _ . ... . .._ ,.w..,. _.. _. .,,.v.. �,. . _. .. . ...... .. .. . .. . ..,. . .,
<br /> 6 7 8 _.,..9 _w.. . ,.. %50 _. m. .a .... ._- ._.2 .. 3 4 5 6 7 8 9 /60 / 2 3 4 5 6 7 8 9 /70 / 2 3 4 S 6
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