|
- -- - --
<br />V - _ MATER LINE-
<br />_9_EVATION \
<br />n - -
<br />' J
<br />_ DETAIL-KEYNAY AS PER \ LAKE_.
<br />GGYJ57RilGT A TOE FILL � I � / P o
<br />ON SHEET 3, 7 AT_�� �� v ELEVATION
<br />VARY TO ACHIEVE
<br />�- THE EXACT LAKE OM ELEVATION 30.Ot. �
<br />•
<br />THE
<br />OTTOM
<br />- -
<br />THE
<br />/LI�EPIBALANCE.
<br />NNASMOOTHAND LEVEL I` nh
<br />VARIES �
<br />_
<br />�
<br />BASW ON 71-E \1*
<br />Oti ACTUAL AMOUNT ,F
<br />� l i � _ �- } � EXGE55 DIRT. LAKE THE CLrr
<br />66- 67- s - - AJvhrrce
<br />s 68 _ r1o�o�Rn ROAD I
<br />►s.4 ►5.b 6q -70 \A,' -71
<br />\t Is.a 16.0 72 73 , LLAw
<br />161 - F
<br />= _ -
<br />I
<br />-- �- 74 o - a s W
<br />16.1 ��>\� A II o
<br />- 75 V � � �� \ x
<br />- x
<br />,4. - - - / 15.e v°
<br />_ \ I I
<br />i
<br />--- -
<br />r
<br />14-m 3.45,
<br />so. -
<br />14
<br />y• v vv� A --- -
<br />pp
<br />14.51 EWr /4.4j s/./s• v +� 15.4 \ \ V �. A) A b a�. ----- - _ �i�
<br />". rb - s V A ; A \
<br />�- 14. I --- �... ��CO 00
<br />/4.
<br />Ln
<br />ti }\ y
<br />� � \ e-_.. '. =.�•A V A \ � Mr,
<br />it
<br />z u
<br />-�
<br />1$)� n. /
<br />\ LLJ
<br />k• 3 N o �
<br />W0zc�
<br />- - li.b vbe24 -' �� Ifs V V �_v�
<br />I k U , ri
<br />7v 15.94 - -- - - 16.7 23v� i v vti� I 10 � Lh
<br />- � � 9r
<br />6-14.44 � v 4 • � A � A y_ � ����
<br />- - - INSTALL 505 L.F. CONc1rE rE -- - _ 22 2, _ \ \ \^C\ - \- I o A x0 t /� o w
<br />g° "V' DITCH AT 5-.0022 6.0 �\� �>. N � a \\ -•� -w \�� � � � �� � I I I'*- I �I � -_ SLOPE A9 5HOlW. � � O rn
<br />_ - X = --- _ - - -- - CATCH POINT, HATCH • Z
<br />7D=16.60 r V A� A o a _
<br />1 1 6-15.60 7D=16.36 - \ \o- 5 EXISTING GROUND, TYP. ei
<br />7 s --------- INSTALL 251 L.F. - GON5RETE V i l \ \ V vti - < Ia
<br />�► s! �\� a
<br />DITCH AT 5-.0045 V '$ �r �. +p \ �- �, I 1 0 .9
<br />i
<br />-
<br />-- 7D=15.43 A ' - �J A _/_�_
<br />6=14.93 16.9 V
<br />zt , Q� �Y
<br />- _ ,y0• �.f its _CO -51 \V� 'P�. IS.a v _-_• _ • - N
<br />k a
<br />i
<br />_ f
<br />--- -- --_ __ -LbL
<br />E 14 50 In
<br />'� �e I TD=15.53 � \�--- •ry b'6.. ��� \b� - _'
<br />- ,o
<br />6 14 53
<br />9
<br />\
<br />7
<br />I
<br />�`- 30-. � �__ o A _ �� ,•e. ti �l _ PTO
<br />�_ _ 1p RS 200 I
<br />- --
<br />3 , 6-14 61 13. •b s 5�� b o o A
<br />--zo- �; > b - _ te,• - V o
<br />\ y
<br />• s �_ „_ �, a p. �'Y 6 / i 1 6(j .�
<br />N � X34 49 �_- � _ _ � � � ,*� � \
<br />W 263 32 , ,\\ , O
<br />Tp --15.71 1-7 � ' Ib. I � V � I � � , Il � •v� � vbb �
<br />1frO• 13, �� -�� R� �AV ^. Z 6-1/4.71 15.4 v� �\ v�?• s V� 1 m vaa ti
<br />N 7B• TD=15.77 $ \ \ Z
<br />=14.77 v ���
<br />1
<br />l
<br />11-4
<br />AV
<br />v ` 16.4 A H '"
<br />IL
<br />AREA OF ADDITIONAL FILL "' "b c.` �' s .
<br />WIDER THAN THE 20' '�' • , 'a 15.9 •� ,e �� a 1 � N J
<br />i ACGGV6 Q_ V A A. a �y Z
<br />ROAD) RELIUIR$J TO ACHIEVE '� \ � Av � v k y .� � v `v � l
<br />?% DRAINAGE AWAY FROM THE �� �� �} ^ li �� �� Q U
<br />LEIS. �.2• bv. 7D 15.90
<br />Il 6RADE A 2,1 BACK LOT GRADE
<br />INALTHALL SLOUCH � v" �' INSr, 16.1 \ ¢ �� 16.7 T> N51TION�AS � SECTION B• �� r
<br />nJ L 334 L.F. t
<br />\ �i, , CONCf1El"E 'V' DITCH Ys
<br />\ ;.,y AT 5=.002 \a''
<br />\ 83 / INSTALL 250 L.F. RETAINING WALL m Q
<br />THE CONTRACTOR SHALL 6RADE A 20' WIDE \ \
<br />ACCESS ROADWAY ALONG THE TOE OF THE A A\ ,,a ' • ,vv v - :� .b 16.7 B ' OTO 3' HIGH. SEP ll -IE HALL PLAN
<br />EXISTING LEVEE. THE ACCESS RDAD SHALL 'L vv, ;v o a:\ t -� 14 •v^ 'g $� A �l ON SHEET B. Q
<br />BE 2't ABOVE THE EXI5TIN6 TOE OF THE �r o
<br />LEVEE $LOPE. THE ROA"Y SHALL BE FINISH® i� @� l v '_ 16.5 6Ss
<br />O WITH 4' MINIMUM THICKNE55 OF GRUSHID
<br />ROCK, AND SLOPED AT 2% AHAY F1d011 THE 7D=16. N! -- - - - - -� --- _-- _ v l � � �C 1-
<br />�N� u�• \ J i 84 ,- U V
<br />LEVEE. SECTIONS "D" AND 'E' ON 7� o AA 6-15.10
<br />• SHEET 4. 3�7 t
<br />0
<br />16.7 y
<br />�� � � - i l l � l i -A i • �i •A°' I � `� T`i � ORGH � � O O
<br />l
<br />,t 1 " ` ' i i} •� � 0 l l , l l � F � R � b
<br />N 34.3q'2c1' W Is.2a
<br />27.75 1" 9 �v ��� 12 \\ 16.7 R Z
<br />I '
<br />tic
<br />\V� a �� �y l i d v
<br />. N vTs C V �.
<br />y s \
<br />---� a
<br />16.5 � r •a v �
<br />q4. GU' 3v v 1. 6=15.02 _- „� �\ \ 16.7 d b a�
<br />v A- �r i 8a Bq l ' l l .� R '
<br />INSTALL 253 L.F. - �+-�_x V ' 17.5 l G1O ' q ' $ d 272. % X
<br />NW •, CONCRETE 'V' DITCH --20 „ > V ' ' l ��
<br />o v 1 • AT �_ i� �Qi _ 1a.4 19.5 92 3 8
<br />-„ 9
<br />N �i •v5 r° "` �� 16.5 - 25 - /s --- - ; _ - *- 11.5 ?2.7 a • d d� a nti
<br />� ! O/ QS• _ � I � va1
<br />10
<br />za.a' z41,�4.s._�
<br />i r m Pr
<br />1 16.7 a.as'
<br />OAK TREE L.E6ENt% � � ` 5 �, s � R ' ►o >r aza - � � � � •
<br />�v e ° ti v v 4i, or s.1a21.1s a• 41 ' SAH cur ALar� THE
<br />TR RYAN CARREL, R.C.E. 1619
<br />x v4 - -� - \ �� 15.71 .� / $ �� s - B� q $ o �HM AND DANIELNGLAND, R.C.E6490 6
<br />OF AVELEV
<br />INDICATES EXISTIN6 OAK TREE r\\ n - J9.15 e
<br />17.1 i 17:4 10.74 E♦.� FA'1; ;E DAVE SKIDMORE, L.S. 7126
<br />TO REMAIN UNDISTURBED. �\ �' l \a: \ y•- -rs. ..fit 'p Il.p •\?1l.,gf jPfPAVEI'IENTTIN6 AG ESS/
<br />\. •,]7.11
<br />\1 a \ N=, _ i X •' r _ - --- 22.14
<br />m'
<br />`` 17.1 +/ •
<br />It" N ORS HARD hZ
<br />x INDICATES EXISTING OAK TREE { �b � � � - � 7 ' °-}, s: l 6RADE A 2. 1 5IDE LOT 6RADE l `_a•�' d d '� Fi
<br />TO BE REMOVED. J TRANSITION AS PER SECTION 'A' m�
<br />v b` • i � 'h, d No.61619
<br />INSTALL PAVEOUT Exp. 630-07
<br />\d o ` -vb5 17.4 Y' j ON 5MEET 3, 7YP. V -� MITH AC DIKE AS .� F
<br />THIS. 4 i vb� •vo A �i
<br />SHOW. `rT CIV11.
<br />�ti VA IE 14. INSTALL 67 L.F. t 4 i 17.8 a• 9 1 4�Q° GUFF
<br />Vv _ CONCRETE 'V' DITCH INSTALL 154 L.F. �� -rT-`' ryo �.5 11.7
<br />j y \ ` ti - ' \ AT S=.004 CONCRE7P V' DITCH A 11.1 '
<br />RECO R D E . � �> �1�� � i OC �.1� ` DRAW
<br />\�l .ti �, vb' AT 5=. 004r� n l l
<br />CO(YCCt�O'!S i3y 71.7 N BY. KEVIN
<br />\ b I; ' �� 6B/� i rl_ l l b DATE: DEC.28,
<br />2005
<br />No Ghr e - \ !! A . a,
<br />r ? ._._� p� ' `T, TD=16.21 TV_ �a �'` l vbo , vti�• vb. 1 n-50'
<br />Date tT ate` SCALE:
<br />3/12 �� \ �' 6=15._21 = v� - 2 PH3 6RD
<br />o b � l
<br />An Pe' S 8 n 3\ i � y\-0' _ -- ---- - --- ----- - -- _ TO BE Re40vED. DWG: 96
<br />Y ,.� I (.:,V.7 i �I� �. uv�, � `;°1JL11!t V8'it' - vn- � �� a
<br />�
<br />R. 17. G.
<br />All In?Ofr`T'Atio 1 h ` =f'. Ct F3 �n 0 Of Vv r(',K a tiv. 1 I n�., / N • CHECKED:
<br />\ F g l' t 1� 7D=16. 354. B2 we x 296A-04
<br />EX. POl'62 F -E '/bs IV
<br />TO BE REMOVED.
<br />pp
<br />pp
<br />� - _ V INSTALL 319 L.F. RETAINING HALL
<br />A
<br />R �� I i SHEET
<br />d�
<br />�y •�v u ��� �' A _ -� ---i� RO� a• ��_SHEET 7.H76H. SEE THE DETAILS ON0 pp
<br />� d
<br />ao
<br />_ ,qb
<br />OF
<br />10.1
<br />
|