|
w
<br />,� o / 1 / • `h � m Y
<br />co
<br />41
<br />�Sb Z
<br />(�+
<br />/�
<br />LAKE cc
<br />i u
<br />LU
<br />w
<br />? y y 6iV 1
<br />h LAKE BOTTOM TO BE GRADED AT ELEVATION=-3O.0t.
<br />i
<br />.`h THE EXACT LAKE BOTTOM ELEVATION MAY VARY TO ACHIEVE
<br />\ �/ / D•� THE REQUIRE EARTHNQW BALANCE. THE LAKE BOTTOM w
<br />SHALL BE 6ZADEP IN A SMOOTH AND LEVEL CONDITION.
<br />!h
<br />Z
<br />1. � i � GON57RUGT A TOE FILL cc
<br />\ 6 \KEYWAY
<br />ON SHEET 3 TYP. DETAIL
<br />AT
<br />//� / i ,�i •\b R I i \ EXISTIN6 LAKE NATER LINE \\
<br />ELEVATION TOE OF FILL SLOPE. / = -I5.5
<br />O vD f `pro \
<br />LrI
<br />LLJ
<br />LA
<br />vM/ `/ aa� o - ♦ M1 1 f - - - - - �� EXI STI N6 LAKE NATER LINE
<br />` °i
<br />o
<br />ELEVATION \h
<br />h0. 0
<br />l �11 ` rj i• •AhM1 \5 / bb �_-�_1J_ - ___----_-_ - i --_
<br />LL
<br />0 J
<br />--- - _ -U
<br />Ln
<br />O W
<br />l �, M1 I l l� / \a^ •r � •' \ ` S x 0 O+
<br />o-
<br />1LIJ In
<br />45
<br />46
<br />i
<br />°O 47 48 Jr0 -lo
<br />h oo _ --- --- _
<br />P5 v o 49--
<br />I . y. rSrs 3 Y 16.2 .` %ail
<br />-�7a
<br />ID`s '>a� 1 v •� I I �p ib.� I .b 13.2-��---�r rs -
<br />t k' by �r l +is. I6.O 5v 15.1
<br />I � i I I }` � `� � vy" � •v ►5.0 14.0•
<br />1 I I v � Q� �'• '`' ��_ � 14.7
<br />14.7
<br />"II
<br />4s.4r @i'
<br />vp4.b.--
<br />-L
<br />4e
<br />6-7
<br />I � flI •�e' - /air 37.e6' •s' 44.D1' -
<br />14.31 b -,•- _ - � � � 15.4 13.6
<br />lf.95 t4. db�14.58 14.41 15.3
<br />Dv bJ M1 N41
<br />I D A M1 ,pvarwvc--!`5 �' in- 1 1z
<br />I I
<br />l'tib. Q'� „ - � _" r _-iAK�I�%1( l3.Av 13.Q6 1 s _ � so.wv- -- .+rlt.al' a/.av ao.cb' \D. / � � • 5
<br />5` \ 11 � e. fy6 •�\ � ,\ 5° h t� � arF 15.�J. .?4 .54 1 .5814.Q 14.31 R R �'f0 �1-�} _ � �,� a 13. .AO a n --- z
<br />\\ � `a � •; \ u\ \ ,\ �f• �• \•� � . a � I5. - l5.(6 /4.92 14. ICAO t4.'A► '� 1f.14 /f. ib If.04 �- 1 �' S JJ.18
<br />M/ \ �.oa 15.'6 _Jq.76'7.�D --
<br />w.ri' 42.2!• �---+- s st s EC /f. lA
<br />y.M'�y. m• .ce, 5 .-K/ Jf.37 A �
<br />\ \ D I \a \ D y/ \5 � .\, ' � w.m• y ee.K' n J3.61
<br />\ \\ yM1h ,, a •�' U \\ •\y? `' y1� FP,;s sB �'' of '' `: � \ -_-T- -� �-� \y^ --_ __ --- - --� -= 13.95 �' _ u
<br />v AV A i
<br />V D b
<br />\\ \ \ p. D \ 5 y.IP
<br />W., m R 14.
<br />14.1
<br />53.00,
<br />ell
<br />V �� \ .� V �/ an �. .$r•' ,';�. ,, k15. 17 i V' 38\ 7C \35 --- -, as. m•1 �• Q
<br />O _ rr 1 44 4 �¢�V�-�--\� '$� vA �E7 �4�EXISTING OAK Ti�S TO I�NAI�1 UNDISTURBED - --
<br />q � _ yz
<br />i - �� •d'n \\ i9/.� Y `\ \f ysy� s.,y :'�: p`�L A '> - - 17.0 17.2 \yb --- - • _ _16 ---- � 1 2 � 1� Y
<br />y 17.0 I6.0 �'h' L'J A `5 -
<br />1L`?s\ �. •\ \ \a' �i \ \ 6A� �-=isn �� \5' 16.6 13.4 '\ \mq� 8
<br />y - - - , - _ INSTALL 54 L.F. - CONGI�IE \yr
<br />\ ♦ \M1 \\\\ e° r6r� .tY- -�- r:.1. \h' -� / M1 / -----.--- 'V' DITCH AT 5=.003 '� .\ ' ,r v� ,/ /"w -
<br />�, M1
<br />INSTALL 505 L. F. CONGRFTE $ �
<br />v -
<br />\
<br />Ilk V DITGH AT 5 .003Po, vy. R - T1h15.39 t \ /,. 1� - -
<br />eo v5' y --------- --- n TD= 555 % 1" _JI5.6 --30 rV Z
<br />bl A v� - - - - _J�
<br />/ - iE- 4.34
<br />- - - - FL 14.55 � ' � -' 3,
<br />A- O ,6 `, \ � \b. \c'\ R �T D. / 16.46 ----------- -� - - -
<br />� � _ - --------- ------------- _ x@•57
<br />iD' -- ----- - ' -- - --.__ - \p1•�
<br />1 7 13.9
<br />-
<br />9�fE=14.46 INSTALL 505 L.F. - L049RE7E- - - - - --- - __
<br />-- _
<br />v - D 61722
<br />1
<br />DITCH AT 5=. Q
<br />\ hl• ` 4-18.53.\h ,i..�:: d , 1 p.i„'r';,...�h. 't+,.1'rr l.°,r-•f±r '=1 4 _�-.. "c T: . rj c�',.-,p -'�i �r ;�}., ,J '" lY r1.r�'. r`7` ri '�',Y 11",x` '(°6v"'n1' ;..'y`.� 'r ,.,i rh �rn' _ - _ _ _ _ _ _ _ _ \5
<br />fl.=14. 9f
<br />y
<br />F10 41 •` w i i f v., 20 1• _ \0 - _-_-- i r"' -, 1 r -a.,M-ti =v i ' _ _. _
<br />♦ \ ,�. ''6 \ 5 ^D .. ..,_- .,%+. ,�,';..,'' _- 2s- \fL- _-� --__-. \4 o. xrr\},',. '! '.� Y,- s ah'rH'`.:t.,�.
<br />• b Vp?�-�?- -�-YOE-- ; / A. A 30 - _ --�� @ j9 . 5L' v\ fi. \ � �...« ��h.1y`d-' ._ O" , -�`'. - -- �" -" " " `- -_y--.,F _ -=- - - - -- .Dfid --�__ 9--_�_" i, = -_ -_ '-"
<br />FC_IS._-TIN-G.�
<br />----Top --D --- _ -----_- �-- _ --
<br />- _ __-°-�•-1D_- _. _ -� __--. ---_ --TOP--�---_
<br />-
<br />-3- 0I5-
<br />d\
<br />4.
<br />SJ> b.S '4--20
<br />M1 y -
<br />_ •�'0p� W 5 88.37'02• 136. 16, - o -- __ _ - -�� _
<br />M1 V - 91 .77 5. 82{ 70.59N 07.30' S4. W 137.47' ------
<br />I -
<br />Y
<br />-
<br />� � � 584.36'58 W _ 52. N �' 12'33 W _. _ 103.
<br />. M1D �� D \\ A N 88.42' 41 • W 5 b7.35 ' 45' W&4-4.2,44, iy
<br />N 54 09 W \' l 5 _ N _
<br />M1' �.1 50. 04' 40. 61 ' THE GONTRAGTOR SHALL GRADE A 20' WIDE _ •� Q
<br />44.52' -� �� !�/ / 5 '13 3 j8 577.45'34' W AccEss ROADWAY' ALONG THE TOE OF THE N 90.00'OD' W N 66'03'57• W 237.671 O
<br />-w_
<br />J,� +=' S1 .54' EXISTING LEVEE. T7,E ACCESS ROAD SHALL 46.65
<br />N 22.03'02' W N 1 •/' I6' W -. y BE 2't ABOVE THE EXISTING TOE OF THE AREA OF ADDITIONAL FILL Na3•
<br />14.44' 1 .3b' S 5 55.43'56' W WALTHALL 5LOU6H LEVEE SLOPE. THE ROWWAY SHALL BE FINISHED 54 4q•
<br />17.47' WITH 4' MINIMUM THICKNESS OF CRUSHED ROADREQUIRED TO ALFEIVE
<br />ROCK, AND SLOPED AT 22 AWAY FROM THE
<br />N 03.34'44' W N 77•ps, 5 37.54'27' W 4
<br />LEVEE. � SECTIONS 'D• AND 'E' ON 2% DR INME AWAY FROM THE
<br />10.22' �• w
<br />1$8 7 14.10'
<br />N 14.02'46' E 6 '
<br />6.57' S I6.3b47 W
<br />39. 72' N'^""'11711 L `, .• . .� e r I is 1 t'�
<br />7 i `_..i 'p y"i L' .fid RYAN CARREL, R.C.E. 61619
<br />DANIEL ENGLAND, R.C.E. 49026
<br />DAVE SKIDMORE, L.S. 7126
<br />��//
<br />Any I w_o I ;.-" , 4 r ry
<br />OAK TREE �Q�� LE6ENP � ifirCf � tl r n„Ct y �I�F, Vv,") K � No.61619
<br />Exp.. 6-3007
<br />4 4
<br />CIVIL
<br />• INDICATES EXISTIN6 OAK TREE GF
<br />TO
<br />TO REMAIN UNDISTURBED.
<br />o
<br />DRAWN BY: KEVI N
<br />INDICATES EXISTING OAK TREE N DATE: DEC. 26,
<br />2005
<br />% TO BE REMOVED. SCALE:
<br />y
<br />DWG: 296PH3-6RD
<br />CHECKED: R. 0• G•
<br />JOB u 296A-04
<br />SHEET
<br />OF
<br />A
<br />
|