The URL can be used to link to this page

Home My WebLink About1633-D co W W % "' - �--.-._}.- ,.......--p_'_ ,--+.>..-.,_._. r....-.1-.,.._- ....-.-J.....,»�o�-r,.,.i»....�}...-_-4- -__.y....«.-_-+_,_._a....,-.. }.-._..._y.a._.. ...__.#-__•..: .r. <. >�>._...<4--+-._-•_^�---.....+-r.._l..-....-.y-«_-j....,-...4.. --1....._.,. : >. � (3 O a a - oc -��_ } i I �, I _ , .. l. .�:---e- ++r .i 4 -i . �... �i:._� ..: . .. }I r !, r WL t a W p Z I ; - I .I I I i i '-' "`" I -_......-t>., I ' i I I I I \ ' n / Z Z _14 ,. I - - j_; I___4_. _ t__ 11� i.,i- I +. , I �5: 1�+ W W H � � -`--�,-.4 _�+.,--;:�,'.. _ - �" ``t __ i-_ ' ,_a-��, �I - , x ..�. _t_4_•_. . _".__{ � a. � �.... �1��.t � �:-.., . . �. r.�g, n . / , ^ f � � YQ�� `V O Q U W 2 �' N I _. f i I i i I I I I , I K: { Z v I �/ ' "ip. O 1/) O r ....-�...�a_-._�... ' ..w�-.,_r-.- -I :.�._w __..,�.:_.-._.�«» � ..1-_« _a._... �...1-..._.}<,_ _ii ..... .> _ +.}..- ,�:._ .,.-. ...r.-t_.......-+;_:...-..+j....-....1.,_._:,3-.:.:�. __ I . .t.-i f -/ C,� ./ °T�' \, •`! �j 11 I I 1. II I I I iI �I «�.. `��1, O (�� /////I ��(((Jjj '• T 61 I Xad !n I ; k I I i, � Z ; I + / I i i i I I �, �_ / �, ;i R �, 6 s O I I :I t i ~P, ,/,"o�<r- �rV O,_....t J __ 1._-_,4._ ..�i_ 1_..:4 ___.,L 4 -,;-, +._,, i ,+ I t �i-...,,-+_ - I f .. .�___jtw;-.-I- i , x� // (' p Zi i .W I _t= = "•.� .. . � ._... I I I t ' . Oj. Z 0 ii Z s _. I.,+>-- -•.t I---._t_:, - . :, _._;.. .4 . t. -{_. - _..+: . i ; �I I �. i 0� 1�,/ 1 "°9 ��'9s I V >' Q J $ I `,, I I m oC I ! ,�,,. Nl�ll 1 it I ,r•tt i ` I N Q �` v - I -..i,.... .-...!.. ... 1 14 I, 00'00+I / i , � r cj- _ C3 w O •• I a �, 9'609 L / �� 3 = J i I 11 1 ' 11, lam' l-_ _1 did 938 8' 'Z0+ . �5 i w V Q2 .. i 1 � _+.-_ tea__ . w�_,__.__44-;--1- -10-_. .-iY_ _: --,__.4I �` .1__. : . � -; �, ._ M _ 1t-1) / I I , I I ; I � i / ,�' g �r 10 i Z I I , , I 't' v� I I I Z:8'660 t I v � / 3did '9 V - „ ...�. ' .._._�... .� + a.�t k� +.� I .. �.g , a_ .. t,.-_ �.,, L•Ot+t; _i_ ,. ,i.. ... - / 8S't0+.t w 1 I I !. Z O H }-_,__L_-: .- ,.__� 1 _ :-.l___I___<.< ," .� -�.:-_l_..> L- � 4,r .-},__ �. _;_ J {..., r' i I ; i I,-J-I .L,._ -j I L f I I _ � :_ t� t Y U .. O -_-L_ 1- 1--I I. -, - V) I 1 ,,,1__� -- - ; __-_- I - I } £0+01 cl .j C) E ! : .I ,_ -.11. � _t_,, I W ; I-__-Ii j , --1 f--.tl I I 'I-I 1. I-_L I 1 1 I L II_4_4 --i__�+- .-1 1, I4__�,I_i___j___ _.,,&> IL --1, . .� I ' // •c ��o I 08 .9t'Lt+l W w 0 +� w 1M LLJ I i __Jj - -4-4, .�j , 1,-, I- - 4_-- 'L / I i I 91 I' / '$ O'Lt9l >�-_ I o Z 1 I I I I I I Icr I I i l + liLJ 0FEW I iL. 1 �A N [_ / j` ^^ 03 SL'0t4 t M- > I? o c3 i I i , , , r ^j t� J W m I Y J 13L£' l9 t x O Z v i 1 ! N Z N Y t i I I I o vi _+ , t :. ._ -a�.:._.� _ r__. �. _..�_:_._+ - t. i __t _.�.� _<_:__}w I �.... :_ ._ .--. IJI . 1' %.,o Lf+ol 19 � w V �' 3 U . ! . - �� _ . } . i�. _ -i .. i,. ; �'� '' _� _ _ ,.�-,_:..�_ _:_..,1--a-= } I I .._ I I r-' �� / c' v�^ 'ti5 00 ~ N c=.� I ��6 a Q U W i L 0 _ t� - { : �,� t_.: :�:�.._ :.}. __I__, � a. _..•.�. �.�_: _ I �;- :.:---�:.-_.i- 1 �:i: � _..�>. - ; -.. _- - .._-+. ,....�..>.., - � :.-:I.._. !1./ / �. `�y 0 + 1,8Cott - � w P Q 00 I i I I I I 3.Q�,6£.68N 'ic 0 m a' _l �...� _l-_k 1._, _..:..[:,T .. ,� _ _�:_a:,�.� J o a ��1NEER* Z � I �'. 1V1 Q moo & � - d, o QrZ ,-1 -, 1-a . :_ _. _... -- } :_}.-_ 1. . ;.__ ;,._tic'• w.�. _�__- _ .;.._ ..�:I .}....-+ __ .._ -: ( / - C% = �P SSE 8� I I i j 1 O� I I I I I / t� 6'�5' 00+L'l i� ri o to � � 4 J a + - 1 t - +r t._��. _j � _�: _j:_ kG, _i, -+ .�1..:. } } _. >_��,�;. ..Y� _. _ � . l �/� ct�' -41 N Lr) j V 3 m s� U O J C7 t µ . _ ` I f _.: -,____..».-_..f i I ,...J_..a_aj � - NI-) . ro��p' 9t+1l ~ < � �p o ;� c � v 6 V z C',=: > J I I i I I I 1 I (Q j I I I cam, 4' `_V Q g < 2 0 � r W ._..r.i-.--:.. _. ..[ LIj .�.�:�:-..._:},<.-... _. -_.-,.�.��.:-.::. .-.+:_..�a..F_._...i.K�--�._..- } »:.�-... -_.�..__t ... ...a.._ +'---tom . .. .j..-t. I / :r', �!`�! ,t;;. • 0.�1, 1 S S.\�' = g Z? OQ' i I �p 6 cc��]�f y ' ` Q I 1 I I ! / 11 1 ^� t0 hl - -- 319 J7oT 'v W NYU,-,� z I t , I i 1 - / Y �to✓ i/J _. _-. - - a Z m,p V1 O U' . �:�j: _ ! -:.i .I . ,,+ _*� --,-- _ w. f . .. �.1- _�- i ..r ,.; .�:,- I - =} I - -- / a� 6 c� 11 O'£l9l lz _ I z- Ln U-- o .� ! -� 44 _� - _ __ - i_. _j_�; ;-i_ :�.J : •+.,. _I .VI.. i. ---� �-- +-- -,t- � --t---�•� t .'j . . t, II '�� ,� ' 9 i ____ . k ,� Q U_ �c _S z I- o I y .1 I O m _ I I ;� I I _ I _ I : I I _: . I I I I I y - , �, 131 ani s tS+z S norm �� & O o Z - - . ..._1_. ._ .1� �- 1 I 1 I I k �_. :. .j : -_. .� I :.jam. I ~' IJ 1 _ �� d `8 �k% 99 Sc+l l '""�°�I7v� 'os !�j �0• � W� Z g . I -4' .+-> �J .� . . I ,r! lYrS3 �IVbO i c�� I I t '� ' �. I i f / 31VNdd 18 • C 44, ti F - 1 =�_� _ i.__ •9191, :_:. .,_.� _.. ; .. .fix.. f . . . _..j �� _� _�:�Il_�:_ �6 � �,919'� \\`:1 �'x'*� fir._ ' I �.. v i t '9t9 ( , ! _��,..a_ �, i_._,_.+ .�:��_ �� ;flJ: Zt'SZ+6 k `. ¢.�` l:� �_ _ a '� 1 I Q t ' t . 1 ; t I ! _._1. .. I 1._ v 'r._ * Imo: O \''r'< _..t- }. i. .-a_ - t �. __t.. _}, , - 4. _!, ,. .i.� r.... .� II i 5' 9 t $ 1 \ 1133 tt'C0+fi _� >.- t... y ..r, _ -� *. ,,_ _. +_. �� . i -� --k- - _19 t-�01�-:ID� I [,,---4'1'----i--.;:tom_ �,,._�t..= . _I;-_,. LS' 081+8 ._._M .,-4. ;- k•..... L�'59+81--.-A.M 9 + .., � I I }__._ Q s � R, -.4_��:: I . - I __i.->.� ..4. -_04, ...__:_+: _.,_-, i _ ,_.. �..- * i__.,,_.O/18 tt'�$+ I _. I. :j j�: _. � ;� : x� t . -- l ._. -1 ,_.� _, _. -. , _ 1_• �._i_ :�_ . _ - --_}. :}> +._ate I ; _ _ - - r -+ .� t . � d ! \;.,.1 �. 4 j I �. I i 1 I b,lwoo $ � sx _,...�__��.+� . _ ._:�- .�..__� .�,f�_ ..i..- *,._ ��.�.�. . _.;.__.,._ __�.. -1__ -. .. ;-�_ L_.. _:. _.: t.__.4_ _�r_4_ : :t_. � g - _+ w :.--•, --�, I : . -.}..-.._}', _ . �.- jam.__ _.. .,_i- :tea.._ _ 1 ._ I i :_�.4:�...;Y ,jam_ J lr� �c ' ji 8 ti' 11 -.a1 ..1y1'_". -' T" 1 +- .� �-�. - •-I_ �_ ,Y. y i•--}-.- +�- { ,b .l_...�1..��_$ 1 I :�t..-:I: .�a ,.�-.,�� y o !! \`� I -_t__+_: : _�.r ! __:_, _:_,I _� - ,}: � .: �. ..� ._ �� : ' w. is 1; is �: . 1. w �1 - ` i...__ �} - . - J _; }. 1 _ 1 _ - 1 - + _ ..1 :.:_,.}_.-_,_}.:_-}-:->_. __. { -t-._. q .��,.�:.��: � / 96,"b' d!` 1 -.-1_�-1 _._i__ __,_L__i _f. __,1 _l; _ 1 1 -. t._. - i I _. I J1 �' !!� • • x i I i i 1 I i 1 .. 1 - ... 10 o f` o .i� - UT9+L .. ..., -.,...,i _, .1. . ,w 9L'��+L � .I, ''1'.':' t--- � Zi op i mss % h�,°` i, +�- o . _ i 9 t - - ' I O1 // M 0N U7 N N l!7 00 M M M r M I t I 1 I i._ _ _I a � � f \O O M l!7 CO � N M �0 (U 0N �0 �D f , _{ - I -yj � L .j 1 I i _ : _ t' _ . _ I Y . ll-. I .9 ! �°� b ' ►"'� ~ .-• o r c� m c� ch �D . .�" .{.. :.:+�..r__�-- -.+,-�t »�, ,} _ _ Y � � + ! N / -�+ �--'� � Ze cis ! et t rn � � � � N � tJt I 9 -_�.... +... i.. 1 r �-�-1 .�+ - -- } - 0'SZ+ -�_�-�. _� +L .-- J__ . al Z�'849 s< <x� > ,I IN' i I X0 „9 � i I I I I .- Ull . j gc�sX V r' °v° o � � o�ot� r�i � 0ivc`Dv o0 .._� 9L'£t+L ' - + } _ 9L'�t+L ; _ . i .I _, 9LTI+L �,. .I------4-1+-----t j ♦- I I � ... I , I 1 I ( I ; i W �OONoorO� oocutn � vNtn i .� N N N N M M fi AMP i 1. i ' ' I ' ii _ -J --..}- e.._. ...-_}.,..:. •'OV•'L. .,. j__,..-�+1 ..; .. }..�_�_�.�.. i W V<I+L <e _�_a I.�-...,--, •, 1 ,.�.: ,-.,- �'�+L .-.> �. t �:..-t -:-«..}:...i+..�>.. Q , I I 7 OD _... ._._ It-- _,-a_ tt, t}.__.-..t:..:, . .-.��. .., .___;{ .+ --- t .> , - L.„__}..- 3_...-.t.. -. > I .->-}+:-.-.i-w-. .:-..�-... ...i. -_.i _. f-- . "t I I ; _-_� �` O O O O O O O O O O O O O 1__ 6'. 9+9 I L-----'t-� j_- �' Q6,69+9. ' _ 1 _� s'69+8 �!- I },:.-a_.:. Chi rn ,1� W 0 0 0 0 0 0 0 0 0 0 0 0 - i }. i. i f._., I _ } -t - -I I tet;¢ J I� M I� I� M M r� r� u� 1� u7 r� rI_ }- 'i .. .1 -� I ! 'C t- j_. I ,- ._..1.:..i_I J- . II i N 0N N N 0� 0� N N f� In r� In (U i , . .�. . I y.,. : I �0 �0 (11 (11 N �0 t0 I 9 +9 1 + o 86'69+9 ---.+_ .� ...,. ..:< _; L £9 .9 _. i 9L £ +9. __i._+ � ++, to _.�w j I �_i, V I ' i I i I I Ica ' I I � , 1 C__) "`+ jI O Ok �0 %o I, � M �o " � �0 ON r, ' I i I I I I I i t ' :� I I ! I N �� I I -_} _� - . _� + _.! < t ..�,_L. � .. i- +- ?_ O i (U o •• M M o �t M o o t!� j �0 �f �fi l!7 r OD In l!7 r ON (U I . I ' , I I I . 1 ( X` IQN -+ ,tOOtnNvtntnN .. .-+ I I I I I 0£+9 raoocvoov -- ovvMMr _._� �> - �___4- . 1 -1 T, 1 ,.� w �; _ I� _1 ��__..1 __. e.t.a }._T + ,:_i...+ ._ I r m ao -y v a m v v M M m 1 i I' i i , 1. I 1 i } i I .t.� ,t 35Y3 .8t ISt L i I I I l i , I I 11 I j -`+ C� A13QIS SIS ¢ aac� raw � � = � � YJ � -"-+----4--�4 - - �µ�+;�� _.:��_ :._� �. f -. t_ r�... �.�} - I:.- l _._ _�_ ..� t . 1 -�j: �+ : .1 �+:� .><.:� +___ d S I �F 3fld �S iI 4 I >_ I L. I I ' i 1 i I { I I I I I • oo i c _ .:. .. : I 1 I I i I W W ,.-1 I I _ a_:.�__:a-!_--1-_... L-._;� fes., �w � ,> 1 �-:+ } t: , __ > ..+__,, a J Q Zp I y i . �, . �.j �_ ? I 03 t'6t i 3 z,� 1 '6*+ I i t- 6 -» _ .t I _J I 11 2 I . ._l:_:_ _.-�t'--� L : :.+ ' ,+__ A- �..� -.1 - _..i t.�. _ -�T I - 1 _ O cn w 3 I CL ;..-'+-.-. I _._-t...1. ... I -.--+}F:.. .,.,.It,......,_}:.,- __.-.� .�I-a..-.�..;-.--�...,.. I. 1 ,> ' ,.-..i__._1..._:--�.-�._...j._..... .,..�.- ._-;.,. --i- . +_+i - ._.�... � Q' a Z J N r S+LV O �j - I , I o=w N z I , I +c In �"o I , I I ! I a �Wp� O W L I I I ' ' I I -` �_�n .I I N z~N V, DRWY . °° ` r7 0 � N _ ..L� fir_ _l ��:`t- �.� } _I _., `_ t _ 1 �L�N3b1 , 09+�► - ``�"_- +,�>: ; _3 W o �.i,�� & a 6 i I I I I ; ;V) TM I.I J- . I-I._ r ; ! ,. .., . ,..- t 1 �}_:,..i �i _w i..: 1> .� �-.. _ Z Z voi 11 _ o `n A. _1_� g 6 I - c5 V) t, i • -- - I { --- _+_ Yom" O Q a p ` J ' ` 1 _i__. I I � I I - _ I _' I {I �* i I o f�' a w 4 o = W a t., - - -- 1 µf} { 1 . . .�, _ f .._}_.-..� L ,. _.fir I ! iI ,. _, Z F- m II 5 = z 0 0 r I I I I I I I _ � a a t -+ � I 9 i I I` I I ! ' I 1 _ Q a +.: -:: :t .-+. , _ +- , -« ~__' -y_. .:r >r �- + ._n-4-.1 i :....-'t....-: I _�;. I � '� ,t. (n -� Z CJ 3 A I I I II I } I I i h-II �8 t l I t i, 1 { C N Z p Z i tL't991 I DO' 0+ 00' +t I I001*� � v a z N a- z I I . I 1 I 1 1 k I I'll - _V9 t: 'I . I _�_ I �I I _ -1-,1,- ;- - 4- : f�� , , . L - . �__ , .r. vo .±.. i . 0 z z z Y �` O O O O O U U i I I _._ I �. . i N �4 + - 1 ,�:1 L..�:- ".�:1 la 40'0 ._£ ' .}. I 9�! . __. ., :�_-:..I 9 - l�� i..: �� . cy ;� i.-.t: +.-L{...:�.:.1._.-.:.t.a..,.._•- _...-� •o"i-. n .:_,�a<...... ... _ .-. .t.-... ..}.+>a a..�..a-...:+..ate-t.-. .<t. .... -_.y..- :..�.._ .--- --.a1 '1 I I •f t t `' iotfu ' ' I ! x 00 i t t :� a I I I 1 , '3} , 1p . 1 + } __-1- . .s_ 91 f , �. 4 _,,...}. �,..: __J_...,_'_ ___ ._ -_i. ..-! ' � .�.._t- - __a�; ' �- �(i � � 3 gyp oo � 99W (* 01:+-Ft.L j 1 6�L 1 L L t.. IL l t, 9t 00 i • +£ I I i I I ko� .A . _ Z 9 t _. 33 . ., k,-.. _�.1 _.!__�:..a_ .J_... ; ..i.� I... _�_L . i� - , t__ I 'L kip. yyAA I 1 I I 1 1 ! i I I ' I t .. V`�L t . _._#. ,_..t_,_..�1, -:� I.._....I. .,1... {.. . _I__-_.;�..a. +.. ._.+_._:1 ......}-. .._..i....-.-i.-.. .}:...i;.�:-_. :.�..�._.:.... ,.4.._..+ ..-+ Y ,� r U ; I 1 I I I I 1 I o J L9 L Xis' NY I I �- I t S ', 1 } i �- Q o, 3#'J t 'ZS+Z + '� + -1 r.I.._. - I 4�O� Z. .�.___1_>�l...f�._:_ I�__1: ,4 _ �, v ._ �+ 9 'tL9 t I _ -._, -_.;. _,,.._.I, _ ..�,__., ... _ t , -- - .-- --. :.--_. -�...-i._�_ ,, + - +- �te2k. - X _� I tL'tL9 t 8L'tL9 l I .I v '� v mt -mow I +. I �_ , -� y r +. 00'9 + .- _�>•--_ i.-:_�: •gz+z _.._ � i 00.5 + I ' I -�.A . 9 � �n � � 'LR V2 I-_1_T-_ L* � . --r-4-1 199 __41 -4--I , 1----+-L __ _ ,- .40.� _-I -11 +_�4_ - -1--�_1 � -� --i - --- 0> + (� ') o 0o z gIF ' oo' + g oo+z I ; N - .I- - .M .. t..-_i...- ,.._,.. _ __� . - L� ., -__> "_ I ._ z- �� < � ___�__. I _ } i_._ }_ ;_ _. ;_._. ,.1_,�...__.-�._.._�__ � M -, 5 i , I I ; i I s 1�, CD �x��R M. 1. i.at *-aiST -_-�;,..� _ j- -.- d t't8+1 < _I._ i .. dH 99'tB+l . __ �_-..I�..a I_.::� � .. > + �:.: ._+�.�� N N J dH L+L 'SL+ - i ;.�.+,,. - _�-L ,� 1 _� ._..�,:�1 _ ; 1 aw v) W = } -._i. + i »._ �. :.. : .., l _} _._ ,. y5if't j i #.._+.i.-.- - �I.__ f y w _� .. W o "� �i _yi _ 9 I - -�1.4..-i I I '�IL9 V 6L'9L9 t l! 6Z'9L9 t _ -j_ + a I.- 1�. - � w a § '1y ��7ib' 2198 +t 04'0 +t i ' 00'09+t • _ .ZIL I I I I I z p a; cri � // t t-LL t `M_' -, .., ....t.-._ t,._.1 . I ... .4 9 -< .,--}_ .�-}:. ,__�.-:< .-}__.:+.:.�_., N N r 2 �`9 / \ .. < 1 L l 6 'SL9 t ! ,- 1.. .{-. +-: 1 _ i o N o .� Li'l .�'.. 00'S Z+C I _ _ ul::. . . ..:�. tz -* J < g w " is 9, °� t LL9l L9 _� 1 .}. ! a. _> ^w 06'tL t - -�.-^--I-»- +.. :t W o r p = o // cS a`' i i ,05• L9 l t' a` dJ t { i 1 ; I I a o o U its a o ,>% y ,\x 9! AO LL t wr 9t t .._ta._. 1.4 I .- t__ j.,yr. ,.. 'tit t'�t8t , 1 ,_j_:,..:1.-.J K: }.�-i � -�- �n d z U-ia m 011 �' �'S 91 II t �_.y _ �_I.._ I _� _ ; ' 11__. a co F �i o o d .r ;* // a` .6 l+ I t L l I I I I iii p Ur= E �' o o '�s'i 9� // 2193 }£G'llflt ...:.. l9' L9t �9�.., I _,..tI -__�.....-;__ w....�....,._,.- t I r �n a �n a a °° 9 c� �� -� �� _-}..-.41 .-+... � ._�.._.-., ♦• -. ' ....-�-.f..�-.:.-.i >-..+,..-_� _., �..:..-.,_........�..a ._-.,_.�..:.a.,_j.. .>�t..,_.�.._a... ....�.<�+,- �:-��__'t+•_•.-4+.,._.�-a-..a-�....>�-:�-:_..�-�-.._ v U � � � � C=j � � � � � � U O � /'-' / / I .. I 1 1 '' I 1 1 I I I SR W U `� ,uj U N Q t= is O C� _.�. e'9L$t: ..�_ ,:� �,.. ..t, - }.,1 ... . }_ ...� :., _L. . _ . _� 1_. y.�,�. } .. _. wi CSS a c� Z W 't� �/ 1_.-t+ fi. .¢,_ }� �1. _ . _�: : �, _f-----..-:. �1 . , �1�.. _ �. � .,��.. :1 . .�� .�....�}r 1.��.+ r . _ U p � w 2 a < �O` \ '99 t I I I I. I I I I ' i I I 1 t I ! I W W W Z N m J C7 O E 3 / F / C* �.t.--_-_-�-. .1 _T- --+- - +- -+ - _ _.�..t� - - �. : �: ; . I �, - _--� �:I r,._:� ._.,.�> ,.>�:_. c� v a a O a % w o O �c I 1 I i 1 ; I I H. k j I i i 4 y I , ' �I �i a cc a � (n Cz='cn u � " o " `` 0 uj a �� y X51 ,--. --:i..t-.. �- ,_j _ �- _-1,_.._ .___. +_a..._'jL__ ._. > :�..-_,.__ f� :___ ,..--'. ^:F� �" t -.---I- � -'-..t4,.,.}+. -�..�'}, W m (n W � W � Vj � OH V O � U_ d, C) o f _. + >- I -tet + # __� I : t { �_ } _. _ t>. ;T> _,.�_.� __1. + 1. -• _ : �w_� t ': .ice_.�:: .. -.. _L-.. O U '" < 31 Y o W o 'En N N ~ yS L� I I I I j I I i I ! ! 1 1 I I I 1 i ' z 10 QN z zd o �� `�y` ; .._� _:...-�_:k•-- -t.,-. a...,-..�.._._. ..._-i_.. __�-_- -�'�"-`i'"~~ -1. {-- .__�..,�r1�.._t. _._1 •--}"-- *,.•.- 4---•- --- -----1-----{"-- ----t Z 1'� t Z C c ~" r p > �i.� s T_ :.-:,+__ « - -:f,.aT.� i.-. _ ._;_._. k� ' �, ,...L_. .+-.Y:I.: .�.1,� -._.-:i---�_-,:..: . .> ._,.1,_- _ _. L�-:.:-�,_ �4 ,j{ . v �O w =.,f �' (�, 4 Q; n{ i I , I I 1 , ! ( E O V U U U � U � N in U Q j Z b _. '_,.. ��.._ _� a.�.l '�. .r_ t_� _ 4 :. _l __ .-- ._-�n_4 ---1 - - - - 1� :l _: t . ..� .�.�:.. -:_._ - > > > > J S 3 "� 1h o /fes $+ 1 . I i I O o 0 0 o v~i p6 �i iii � p mn v � � � v N I I I I ; I j I I , i , 1 1 I. ! I I1L : i U U U U U U U i U i N u i � z z z a :4---- -t' ,+_.. r.�.� _w,. _��» . � j,__:�-Y:J_..�_-:.__t ._-t- -. .-:I_._....,.,..�-.- ....j-..:,+ .{.::-t-..-_<-.:._ ' �-___. __.,�_-i- � , _ J._:. �. _. I , � I j I I i ff I I I , I j4 1 . I .....t ._ .+c�.. ,-{� n. maw ..-. -..-. ,._j.1._,_,_.-.__, _o--t__,+1. _.,_'._._ .._, .� _+-1_+-._i ' ._ .}_Ya-.�--,-:- .-. .:a: LL ;,� �.... ,- .. . '�._>..-_ OO OO OOO OO O O@O O8O© ©8 �_j� , I t I 1111 ::_}:-,. .J...� 1. i- i , , ! I ' � I � I . I , � I . I I I I . -I 0 1!- - I i� �.i !IT- -7 i I I .- . r%..-`4-_1 ---- ",--- f_. _�_ � -7--T---4- - _r_ I . I � , -t-1 `_ t-ir I :, --+--+- - , 4 ®©O®©00 � ! . n n n n n n M w, ® .-.& r j ._ .t . �. _�....i._ .� r _ r_ ._, �.,.T' ,�_ I 1V� 11 PRS 1 1` ` S ;,r. � � _T. ,_ ,. 0 0 o m o 0 0 0 ;o ;u U , i 2A i � I '' * I � 1 i ! _j -,_�_ ' 1 4 I I -T - 9 9 -� te r - � � -, Z s + cZ I I I I CC (;r N + �_, ---III... _ .....-t _.. { �_, t 1. ._ �. n C7 C G7 Q� �. O N 1� � w N A p I Y' I } t,. } �_.J O i. ._ �. _ O j � N ?4 w � _ _ 12+52.09 EQ PiPf • � { {. . _," l I ;. M/a1. _ t2+47.00 MH 2 S'' � � CCQZ � 000 _ D ( ; *1+40. ., a - ! A g r Z �� Z - -t. {„qr>__ # , i.._ � �< -' .�1R: `- Q j, 1_ _} .- .f _ t «t. .. •+► OO I P1� Cv� f Zm W �- N T ,-.-I.. �,t'+-- •��•,�.••s-•+•�r---•. 'fir-� I --.",---•--F•__._..-S _� . _ �-_I. ..�.a._» ._+-i-.,-,-t.. _� r.,w�{.+-.,-I-... � I �,...�. i I `' I - r. m _ __ N $ ; .r In t. i._ m H N - r ,I _ _, ; .._,.}, , ., _. Yt ' +-. _. f 12 19.$3 J.S. t,_-. • _ ,. ,99'9t N r T t I fi-� 1+04. T `� t ` � vri 1111 ?: _ L p t'i N O _,.� .. { -+ . , , �. , ;_.. 1' I ., �_ ., ., _.,,- .tom.- 4�r _ �_} ._ r I t }. 't + .}. r� x --- -- � � N I 1 I I ; ..� i I� j i I I . N44�' �w 32+7s Co.s�� STK rj fi ,_,fir._ �,� , I .�.-�_._ �_�. � ,_�_.., - _. i ,_. �? t _._ t.1,._fi w. . , _ ..fi t _ 7.s5' i ? 1 �I �._..._. � _ ,,.._..�,- ,_ 1 r72�' C7 ? `c,`�' 2 w=18'. r�' - ..,..,_.�;.-.-: .,- -"i-*�-�- ..- •-r�,__.�,w-. rt. _.._F_..rl �.,_._..}..,..-r..}_- }_..,._�-._.- ,.}..,..�.�... ..1 _,_>_, i I .�.i.-r-- -.- +.-.-.•} �._....� _.i.,,.._{_.,. w +l=Ss�, CB # STA '-`i*- +'t+- +�II --• _ I 11___?__1 f . ,! .1.. -.-t ,r }11�,_'-tI r I I i l I }-» ' w vis *as 909£ 1+55.75 ST I I I I IY{ i I 1 i it- w -r 'lYl 00'00+t= Q W=3.5' V=7,5' ;..._ ._ . - -} r + _t-_• -I }___- ; } r 1 j.;_ -j.,. ".� ; ..I 1_ t _,t... ;--..�...,��,.t- I .s00'Lt+t l END �� . 1 , _ . - 1< I I �:., _-_:- i_ I i I � ; 1 .r. I 1+12.02 ._,_.,t. - ! ---_- 1 j �,�w. j_< !, - . t tf i. _, �, --i j _j� . _t_. TM 11+42.05 C j I I �,. I I I t .�_ _ .. lus gt'�9 l= UT.CA ~A W® . .�_i .r{ -#I `} �64 _ t i... �- .t .� .., ,..-,.,�_ �. � _,_ _� j.._._� {. j .9 v ylr�n °°°e°+at f_._ _ i2.o2 � �� : -71. 1. I I � _, , t 1. I _t.ri_ �.� .rt I{ ,.t_... cg. . . . __j I I i ; I . ! I I i t I; + + - , 1 41 1 : ' � ' I r_[� . I r 1 _. I I 1 - I ,._,t 4- -�-_.- -1-� - . It - o 4 - - I -_ ` ' 1 - i '�---�- I .: ,t_._,�.._. J I I I i I „ ' I I I ; 1 ; i I ! o I 1 j , i I I I I / 1 ! I ? i O ; 11 ! I I I �� ' ? , I I I --/%- I �: uAi o0 o w cn oo ; Z ___p � -# >t i - t + .4 BC . - - _ �� i _ y_ j} _� t , I ,}, _,+ �.-.��,, ,} � - �! o A A �* fU W W Cn o ►-• I �- -. l-,-�. _- , t.. I - -, z- { 1 t_ . 1 Y ..t ._ _�_. {->.. �. . o rU fU �O Cn W �I Cn fU �! I r I I I I / i I i I I 1 US o CA W A N o o N O Ul I . ' .,- } t___1__ I I 1 I 7.,+} _ ,t w. ._t _. .i } „t, _ t I +_ �'� ! �` , � _. • o Ul o Cn CO W Q` N �D W I , i I li I i I i ! 1 I I i I I rNv ry m w w w w w A °A° �7 ; � I . + I 11 --t,� . I 11 --r- - ��--+ l= - j --t -1- :-, _ ��... +_ _t_ �.I._. N o o Cn Cn Cn U1 Ut Cn o -1 I -9I � � ' I I s I 1 I ' o CJl000000000 ! j 1 I I I I 0000000000 f� 10+26,45 I ... _ I 1 / ! � =3+ 1 EC 1:1 - _.� ,1. ;- - -- f -- --r- -i--7r_ .+ +-; -fi. D ; 55.1 1 I i. y I I I y 1 I ! i f I 1 _.�.. 5qtr �. � � � �, �• 0 I i , 1 I 1 I I m ►, v ►- w m ry A A ry _ tl I -1 II 9+3 1 EC _ +- _ _t + . / I _{ r vcnvA .1 •- 00nino ► �'� 1__ 1- _, 3 V;� A ® �? I �+11 'I i i' 1 I I/µ I fi'_ I _. I., I Ij iµ I 00 (Jl 00 �- W U� N N U� f i , 1 �, ,� ,.}.�- },w 1,--. ..�� I .- Ir-t+,,��- ,. - ,...t, .,_.�..i }_� �0 �! �0 �I dJ o A N N o W I co - - - - - - - - - - � I I I I i I r I I I 0 W ID Cn W �D V U� �D �D �0 }+- " +j. .. .� .}, + i +r}-_-} • . J r ;-- .-+--- ,- i.•--_, I { }: 7' 18' I I I t- I ( I I -f* I I T I I0. I 1 I I 1 I i 9+32.13 EC11 , �.__ t I,< ; , t �}----t ,_ �--_+ �.:. .., t- f1. �.�_. j I �,_t '� x+49. I I I , 1. / i . I t,.,. I __I ..��.t; 0 43 BC 1 ' /V I I I, 1 - ..., . 1, I Z . , , I I �r . -I" II , I T I ., t.- �] .I ` ! i�� _,� ... _ mt Z cr I 1 _, I ...- i t,---- - I ' / i I ( I ' mi :E ___--- ",F� __ ---,T-- I W I ! . 1 1 I r I 1 ' I I I 1POINWT I 1 I r I , � (A . J-_ , * I I ; . Il 1 . � . "1. -- -t- -_ -11 -&-4- -,I -1- I --- -_ ! b � rr __,__1.r-I_ - .. -J� j--.I , It _ - >' I a I _� - t, .1r I . I T-, : �I � i_ t. ,� .t _._�.. a�. +. ! �� ' �._��.. ' I _� . I D -. ., _, }�+, r - - -- . - -i I +55. 3 �r -1 __. I. , I� ��.� . _r_ �, 1 .��_}. .i. 1 Is -- SII i 11, ,. � : _ _ tT, �,_ T, _� . .I�;j ,, , .. : rte;. ,. `; ",�.-t �,TI a__ - � �i -.,fi. ._i .�_ r.# _,. l c. ' I , _ .I I I I I 1 / 1 + IV ��` N ® _ 1 j I---- I t "`+'Y I I j IT I I I I I j •j i i I. M 7 , _i-o--,tI-t.-----,-f-._+-4-, -,T-'-'I— -I --li � � �. I I I 8+96.56 EC r , t ' i !; j . ' . ' . . . �, 6+86.9 P `° 6+81.83 Qc MH 2 > > > > > > > > > > > > > > > = tiZ, -{ I I I I I I I I I • • • }go •0 }9 �.- i 6 1 I I^ I M I �� __ � rj_ -+_ . � ! ,-_ % w + v� cr ��pp •r ® D r*1 11,---�r+-- I I I 1 I ; •� i I I / i I i k ' W _ O N O O N O O (T N O 8 0 Titt ` •,,� Z ^_ 1 -� _ . ._._ I _}� ' r•' -? - r, + . r }f +. '+ _ j } , } 1 t.___ f --I-- I �__ j» -r tT N fD N $ c`� U Z ``:+ It �� ,6`fM (� ;•, , �..,' .-..}._-.}._,..._ �;�»-+ .-.;,-.-«}-.,.. 1...,... . ..._.} , -..� f .. -:tl ----._ .. , -, ��<I� )f o n °I 0 I I I I i � ! I / I I.- 6+43.88 J.S. 4 ,' `t + :N : + + : : + p+p + p+� t+p + g`30 �t9 Z C y T ,; W,,,. ' ( , � ! I / . � 1 I N t N N A .OND N - O n - N O ! �3 �` _ "t"__-t..,_... .. .. q._ _ .,..-.�{..� r _. i. p._. >,..r.__.., .,..,-..,t I N u V N D �' / }^^ ~i-..*}." t•.'- - I !� �a I I � i ; I _y-_. - , N 8 $ N $ Cn $ ^+, cr 88 �, c`�+ �So n t.- _$ ,, L .. -, ' -a--- + -•._ _., ,, „ 4�'�. __; .r ,.,' ' . _+ . -�j w I--�__i _1. O � %��0 r / � y I I I , I I I irZ I 1 { + I I ; 1 ZIv wtS. ` ��► TI 9 �`` f I _ ,� ,,� _{. . �-r t-�, t- ..; w. I ��,_� I t t _. .t.-. t _t.�.. �.. _ V f ..� I / I , _ I 9. 16 Is .. �, �- -�tt-. - I .+ . j--, f_T ' I ,. ��p._ i r�. .., t-..-.,_ . !-.".t.._.,t._.. r.. : . �. I ,__, _"_ ,,_ �.�...._,' I 5+82.36 J.S. 4 I I of tr u, V Oi a, N � � C7i V ;t _ Y1S +t= �k� *-�` - 1 .. �� + , ��}< -. _t f,-,.� .0 - : w I t _ yI, j_ _i T -• ` } :-. fi..._: .+ _.t_... . t0 tp --4 �I N two ttTT , -r •ln �'� alp I ; j 1 I , ,. ..,! ./! I II i1. i L'i > io a IJ t9I(1 $9£1'+9 + F., ,, -{ .-t _ �, ... 1._. .I _ _ �_, _ .�++., .� t,-.r ti I .. •r• a39 �. I I i I I i ! I I "t - ; ��ff I . .�g0'Zt ' o`i. �, � �� ggZ+ _t . 4_ ..-__jj .,t. _ ,,j_._.. ___.;.� -, ._. -- t _. . .#. .t.-.•-ji-r-f»�-�}, -�- __1 __ .-.,_.� . I fi..- .. �.,.,--t-._.,}_ ._.-.. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 001 N I i �+ I ; i A ? ( I -�+ ~�I �i''� I H o b b b o b o 0 0 0 0 0 0 0 � N M 3dW ``+� --•t, _- I,--,-t ,�; --i« �- �. I. {- ., �- ,{ � i .��, � �..t �}-�,t �__.A,__.,J.. �, .i_._ Z w w w u w w w w u u u w w w 0 0 (& 1� Zt+t 0� {, I d ; I / -I II i a N "' d- 1 s•g:A ',0.9b =M I `+_-_ 'j .:: -7t~'-'r" t �"_'` ; +-i` I _ / 1 s I _ � j _ 0 0Qg .111, . r - ,�T" -1 I_1. C, __- . N - -31; vis � Iwo -j � I 1rrr I 1 1 - _ .. , i , _. . . , I .,_ __ I I I _ .. co r �_� ..� _- r1S `>�ts t0 t0+9 ! 5+00.00 I /I' i ' `Ts r--- - •ln 00'00+t= o, � 1 1.57 FAF "`.- I ' i 0 0 0 0 0 0 0 o O o 0 0 _�_ T___ 'Z-r• g£'t9+5 f I ! ' ' I I I I I I 8 N O 8 C C O C 0 C O N .r. �rd,�,.. .+ }_ I I f^� �1. I _�(:- - Y _. _ r. •I -1 a-{ w W + N oD aD a' 'iNI 1 I I , I I !1 i I 1 I 1 I 1 I I i 1 . i I' i I ! � �_ ,-._ - _... - . , I I ; ! d I . Iill t Y 1 I ( I I I I y ; 1 i. .-; C7 1 t j I Z mri � rn EXIST. FLq2D PROTECTION Zo WALL TO REMAIN _ ,.�., '�•r�;,..., f ; , .. ._ . .,t . ..._{ I._. .� .. C rr, _. IS, - ...r► 1+03. 89 Z - , f ' PTP C 19 Y Cl r �t .8' 04 _. m O O WARD BIAlOgC ;ROAD ��;,�� 1+12 s If a-t— m - r - ZZ w e i R N rn l�t� V� r Cf .� 1660.01 1 w I '_ - '\ • + It^' 1 00.0 I c INT. -t- 1+03.89 l3 1660.15 -� I '199 $ m (- rR 1; 4, 7 0 m 1+11.7 1660.71 F 16-30.D 1 62.3 1 rY+ .6 t . w 6 1664.42 TW 1660.40 TF +' � f END FLOOD WALL e I ( t 1 + •a i / I � I ► I I , i i C%C11A •• I it m �' �+ � ,�►K- .- 1+03.89.. 1�A011S.0 CD EXIST. FLOOD PR TECTION D {I -`t o�y�6! WALL TO REMAIN __ .._. _ ..__� �, °° N �•' ^� !_ 1+12.06 , COD ND for- iE I 8 _t 11th T1: IN N - - . . - O - BU - fTl S - -- T o 1 ! I 1 ; cc V' Ii `1/ •tet-._ �. r. � F '4- '}' 1+0w.00 INT. fi 1 ssa6d j m "' f 1+253 _ •'V � O B '8 1 54• 'I r ; N I I � A � co t 4.68 HIGH AF; I W - 00 oq 1665.718 TW �I D II 1+44.00 1660-42 TF �� - T END WALL 1660.91 >> ^+ I i I 44 i CID N 1 W I I QCD EXIST. FL OD PROTECTION + r INT. 03.89 WALL 0 REMAIN . v ,._ fi 0 0 _ I 1 w� o\�� 02 • 1+ .} - - I --A C-) r - ti O _ w c7o I ; z Ln > I D w I "I` r�Tl Cj .. _ z � Z r N ! I l I t I t c I -- - 0 n � ITI rN*� f _ p-n cr �� j— _ 1 rn p� �� O O v c7 ; v ifs � w ,, .. �✓ t> p� t _,t i._. -.., 1 �. 4 T1 D Z � �► � � 70 � � � � � 1 c f 'v 1 �• I -►a it ', I i z un - --__�- 1 Z Z ! #o r-_ �� _ 4�0 •'� 0 1 INT. ; o t`` t+0 .31 J.S 0 7 PAPE_ 44, I '�- sir i - C _.. Y�.. j.., � ..,#..•.}._ . o Z" COlep .95'HIGH �. _.. C.0 o m 4 �_ z o 1682.29 TW o W z D O 1676.93 TF T_m N END FLOOD WALL {_- = �-<c-, ,Z *REGISTER v p I aD i Y om00 nZo_� _ n �� 1711 i II I j Ln I I 1 Y z00 �n J cZimZ� C iq 35� ��a > o r- n *�/33NI�N Dcn m o � o� O mfm Z II 00 D O n v v C) > - V J Z .. ,? ro — a rn _- Q) A° ti rri 001 0 o �p N O Z v � , .o-- � ti ��- X J 00 Z A° C)Z Om m �,6% � '�y ��O = • m < _ Z Z ! � Z cn I'll ___ -O o o p _ _ w D C D I 1677. 3E 0 14 N i i Ln q Lo r � v N 0 c �' 4.4' HIGH � _ M n > v 1681.64 TW I 1 > (� m n M - m > O > 1676.95 TW I N m Z g END F00D WALL I CA o O � n 1677.6 ON ( O TI m N ,^ on B o LO v V I o C-4 LACA o 00 i ao am I � - i �o rn o r N l / ��4 -tom .1 .�.}.. - ( ., -.. -69-C C W �'1 (9 c� .t I g, r _ :: + �. ' .-!�'� .�G _ {. . « {._ ' . �.wl I :_ �.� w Z w o w 0 3 `n % rx �- I 5 �- -- I - . : � I .j--1t_:1 N. -.1 i.1--i I .. --i "-� i - I�rrrrrr--- -!------ ' 6 --� I - . -] * - / I � . i i j` 03'Z�'�L `f I ( I . �L -fI � LL 0 p � � � � o �, ! ., � i .. j1. _. �. i I - 909 _ ' Q � 1 - I �-- -- = : �F- , U i i I I 4 i 'I t: . -1 II I i j I I i M � �--4--,�_ : I I-141' ++-J.- I --'L , I� I ♦17 -5. [) W W coo c -j 1 I i j I ; � ' I « I i m -�, W p a g . � '1-1-- LO ..1.-..a.�.-...a.�..-....�i�_ - _.-4 -4- :4 l ..y.,' ..-:{... - - , ..,.��_• .}+-...+ _-'T.-,-. ,_ J---� -. , _ � _ ..f. ,' --4 O _ - r1 �' _.s-J' N LL V M ■f 111 I LL 1 I i j i I I : f I - N �3 i � - U- 1 4 �'♦ R0 Cl 1.«_�.._ i+-; � I.a ._: l_ : �I►rt,, a__ t, -� - :.: �: � - +f- --:.�..- 41 1 a+- " -��.` j Z r i i i - _ , ! _L' 4 w � ... ... BS L . � - l, co � :'..:-_ ;- w_ « t+ _ � :: _ -I- w1.L c �. . l W o a I ii -,-1 PC 29 . ---1;6e/-W'Z5% . d- � .7(e .,�/' ,'-- �-- '--�.. '11-1--i. 1'--'t.---A- . .1 .-, I .. --�- .-J- ....'. 4---- �-�- - 'Qt r4f) z 5 '*� - . j ! /off G7/►��781G 8ts7�E I �- - (� .. % I >- w 2 +�-..�:-:�..1w .._ .. :s+-.L.-..:a}__.. ...- .� �....�. ,d 4;: -�•', '.-�. - --t....:«T_, f.-4- ._...�i ?7.-,...: :... -_:�++:•.�-:_ E - - . _ .J �_ �„ �'^'."` _ --^- Q W w F I I I I I ''I i I � I �-_� �/ - I �- _. �-- ,. : �_ -,-�t_ I ) __ I as L - +_ l e ,/ ; .L6'99 � f I1 I M i 3 6Z.SS.89 N b .r �� > Z p U O w Cj Z J W ' ,p I I I � I • ' = ,; ,iV 1 I i I I - � � �( {�(� ,. V w o U vi �- �� - .-� i a i. +�,_ R I +ice_ I . I - r / 10 6301 iJ M� �"'� V1 Q W i P% I 11 I I -r. M �.� W (Y 2 .; »�IylaI . t ys t �- I _ � +-� «t.-�. Jt� %"1 .i', �" Q V o U --- - ij - ol'ij-- � I p � I L - : --- . -- I . \� . // / - -f» 4- .. - a Jai -. -. .+ > 00 + 1: T I Y ' }. _ . ..-�+,-"t- + i -�--__ v / �' '� W I N ^ Z a � « I' �: �, I - -. _:_ _.. ,;: I ��. ;#:_ Y/% qq *,-\ �O 3 3t I "+y �N�INEER*b, c~iai g a I - f �`. I ; I Y J N + %` rS'L 4 , SSE Q -+ o - - - I j -- - 1 fit#:. . .� I _ ;. >-;-,-,4 _�.::_. - 'e ! ; ,n '9*L o2� �4 � o U Q m z X,1z w I _4 m I C', I O 3 S z z f I I f I t U I N cv o f U cS c�2 I eo 00 oz+z I � N > ^ Z Z Q `�--�. I 4 0 o j - �-� �-- t«_ �. <-. �_ _� _. _ i.. _}_ _,r--- _ . _w+-. N I �ti� Z W ��, = o Z?o�� I I I � b I 1S �� - z � ^-T _ (� Va ! I �J�d/ �P Z mN(YnvoC9 t j i i I I I i 1` 1 �1S103�* �`cooRtL- ._. _ --i.. .tl 4� 1 1 1-1 ui I j I 8 _/ NMOM C> L11- I I ' I I I I ii i,` O I W� o� �»�•I I _ . -T I.- ,� -4- + f��6816)91-,</ CIL 00 19 U M w c(n. 0 0 00 I I ) 1 I N �/d'47'V37 fa•8 6�f/� '\ 'q I _ .�-' ; . �: {-.- ,.�.-. 4-. i : _ is <. . , I . � C'; T� �,-- J� 9z�'�/ �. N 00 I t ;' 1 I ) I ' I I i - � 1. A I co I I ; ; I I I i � '(' y ca I .-. 4 ( I, I 47 3 1 0 I A I ' 1 I I 00 +` t t + 3 " W .� =`.� e 0 pW^ �..�._ .� .41-. .I _.r��s�..�w .,._- � .• � ._i--- , .�_ }_.-�1. ._.fa�. .. �... .� . � « ;W {.... __;._, �, <c �......+ r� + �i$ 3 ,S 1 i� U o �1 �I I-- � �.. , .: .�i+ ._. - i �t,. .. .� <.. :. .<. _ IL !*� �. jt.wi,_ _. !� ..-i _ _ < �l y . " - a i+i a �. � µ I _ I_.-..j�_ _. ,_I.-_4 _« I _._I." �--. �' -4---.-I « .1 . �,. .�' : -,�; `32 8� Eq �''A p a p a 1 - I - i.- I I L w.�-__ 1. a � _ .1 z"' _ 1. "`gC A CB �6 53P• moi' p Fi' p 9 + � ;._ L + } `+ 59 ?3 ,5� E 2 SZFt. fn a-n i 1 I I + _ �- 6+99 E 1 N 5 6 +13 4 v,4' *4 1 ; . �1, �3's1'-'zgslc �9 t +1: . . I r �,� I 1 -..� , I . R l � � •, 8 �g , ilf v � � ,�, G ; I i 1 a" � O 1g 9�' p�P ac ,..-.4-. 4- _' !t _.F 1 a3 ��'LZ+�- +..-..I. ..,r_ _ - - + -- ,��. ()N 6+82 6 ENO aw w e I I I I I I I i I I I i O %"-'j - O� �+ 4 W a iii v� ac �. .. u . C�t i 1. .� ._,_i _._� « : ,� ,�} �,1 ., -. �.� .: �.; + RQ p-D 5 Ec 3 N i x$•60+l `S' I I I i I ' _�a r--- 1+21 U M t HW 100'00+l- ,\T F -L�' O+t + I ; I i L M © ',' +09.x4 vi � � � W : a � � 1 ; }.- +<..._j d _ -. _i 1 -; `Cy �y --i ,._•_ '_ i - -� . { r_.1..:«_.'_,� »_. _ I �� .� _ �I ��' .g i0 , ~ �' �' �' a a Q �j U • j f�b dc0 I I i ! I 6+3 ,l5 UNNE.C* , ; � (.CD a s 4 f., o 'c g W Q a a �. ri+ _ �s.. Q.,� .� { -... } _{ .._ _1+00.00 !�-~ 1- z z '�' &' +_o- _ _.. _11 i ��!. 1�*-� _. .`9L I I .� i �. ::. I I,,, a..a-._{ C �1� Q� N • �� "g' o_ N N j I ' 1. , �. ..__t I lI 6+59.69 �E _2* ; � t•► V = c c c c = c� tS i„..} ,«j _..�... I ;.,..i _.,... - +.,. _•.i .+ +.._ -_i:,_ } -t-- �} .1+�� Z H o I { ' I _t._ fi' I I ,� j ! M 3d1d QN3 9Z'6l+< ch i * o 2 3E 2 ' (-) .rs E ; "� I 1 z z z z z z z is I I ' _ SCH o 0 0o o o � 0 o 3 :�««.:.. �..t+ �Ill .._ ,. ,+ ..�.-�--. ..,., -. .� �T .. :_F:.�.1 4 ? . �I . _-`U-_O- +�.�: « �. t M+1 AA EC, O �i c� U c> U U W i En j -4 i I 4-�- ilek" o S I 1 i T• ®� 0 © : ; 1 1 . � ; : I i I X , . I T d . d r I � }; 11rt.1 I - }.._ _ dId !uo + I t �i. J N N f0 t0 M) t0 i0 O ,LO N C14 O O O O ci --- -,- .� . .� --7 : -��- �_ + . �.. I ..-«:.I--(�.�!•!S� H'W IMO), j Nri _� I . . � - 4 �' y .: , �;I �: I I I i ' did 'J 0' II ' + -4 Z= �p I 1 > N O N ^ Off .I .I I i «-. t ti i I .) i �.{ tC M N 1n Oi a-' _ �a:1 -4--4- .-; _-moi. .. ^-f..-`-"",I'.� ._.:-t-._......N f. - ..� .k- • ! y.•ci (I N N i I ( 1 I I ' I I I f t I ! ' �_!` i V I Yri I .�. _. ..:�; , , _t_._ _ :_ _._ -. �.... '. ,}..: .:_.e�_ I .- I ' u Z f ro rn v, ao 'v I +-- QUI v� 8g 8 80 I I ^ ..� i I �> 0 0 0 0 0 0 0 0 0 'I I I t � � LL I Go Go I I h N O U I q. I C � � . _ 'I ' I ,� _. __« _. .:{ •,I . :�:. I _ 1. A-. � G O C C O C C C O Il _. .. 1 II 1� pp <.-.-�:-:... -�._._..L. .-E'``.�.}.. - _."'(.'.-,..- _ ....�_ ..j- .�.. <+- _ .Is {:. .y.. . -I _ };., �.I,_.-.��; � f C O M O� - ... _ < M M M M ►7 � M r7 M « _ i I' I ; I � + I I !' � cV cV o IO C 0000 00 000 I 4 I._:� LLL « I « � } I {�. `. ! i C C C O O G C C C «, + -� _ {. L-. Y. #Y-.i - ra=n w t -t 1. ; p� ,�, Qp j, F, I ( y i .. ._�..._.. ,. :;-..�..,. r.�«-+..=( .-•i- +�* •i-. .�: _ > n N N IA O so � X _-__' `��' r�=M`LZ 8� .Vi o 0 0 o rn oma; oM; IN IN N N I I " .t-. j I Uri I i r� �e 3dld ON3 w+ ��. .-�-I- - A} -+ ---4-<_ 8 •96+*- £z'61+t I INI �� LC? cr L. L -I . I - .. I i 1 W Q-) /1 31 c I ( , i M M O_ N OD Qi ^ co - �.I.�� 1 LO (np M I § (,�J rZZ fill SL II to N N N N N N 00 S S O O r Ca I I i : i I I ! I '� 0 0 0 0 0 0 3f£Sr9£dSN I 9'L I, : __+L .�.T. +_.� _� .. ; - �, ask o gg gg .� a`� r o I . . . w i . is-_ N L '£ +t - ' 8 8 0 0 0 0 I 4 . I L . :: 'Q + I I f�'�S IiL �o a$ OCN 00 N o, a� N_ � I I r . � I . . E + 1 06 II -I r �,}� -^ N t N rrr '; ' .. ,N ' ._.«`- ".:-`.��'.`.-'"+"_ _t^' t:�..�. «..,.}+ .I.,;- ..�. .-..-..1- .-{_-.:...... I I .....1--: _• '_ �C .'S�'. '�. V._I < M M M M M M I k \x�• O OO OO O �J OO O O r � - f C 0 0 0 0 0 0 J� p f r. ' i I I I ( I I I i C O C C O C I Z aD O O CO ONi "- t S �.Dli.�, 1 » 1 .!'i'• i 1. r` _�,- �- -- _ � t- � } : �.y�, t» ? fl�t1 t! 4!�!! _ � °o+g 9 + + o + N •M�i i i�a I ' I " I L�'8 9l I`I I I I . . § �1 f�, Q + N + « t ._.- I - ! I I rll� �i «,.-: I - - �. I M N N N O ,� O Q AG�All�TTI RD' - ■ - \ L L ..I' i in; i 1 I i - ill _a-« j C ro r� ^ x -- . .. .�...--. I�1 121- A W W W W W W ■ f • 1 i I j I 1 t ! L'<+ ) �I %-.I �f �+f t t a0 U e.__. �_o 4 _---.- �..__ - /��j > > > > > g S S }, E !tla�} ,_ ��. �:.- .¢. �- -� _ _:I.. �.-, C- j--- > Y ---.1- -. L W. It N N N I .w...�...-- p...:�.. i, ,( . ----�' .....��-.}-. _ j'-:-.1.. _ I-... I 1I I .-i-- I I -u--t' •..f.•-:-+i 11 t-1�4 I I -l4-.: , I 4 j - I I 4'" . : I I I Q N o . N 03 B£'86+� 08 8£'£9+f to o u� o� cv to u� c�� . !_._, -�..�. �._ _� ._..�. .._i+ ". .}_ .�! «:. �+ ( cV ,t Oi (7 (`7 • 0� (� (7 t\ In �:, .-- ;I : l� � -_- � _1 111 .-. • (� -,L-+ . - :�ff. `7•C/.f- '-.'� ��_�� _1.-.�T�t N Oto � � ^ � i R O ... _" I I 1 I i r- �' F- ; E- N cu r� ru _ . .. ' i I l I I ! I I a ± N C 3 ' n o o Q� -+ c� n .-+ v ---4'-}- i .+ i I j 1. I /�\ In . . L . . -i�Ld • I I« I i 4 I � M `S to bo bo bo bo bo �� 0 pq Q■ f ■ r i i j �r 9� �. t ..} . ..' I > =) =3 " ~ 0000000000 I I \ ,� 4 I I I ( Cl_. ci W Q' In In Lf) U7 In o In In fn f -44-I. _� I f -` i t _Q (1,1 N N (tJ N o N N (U In I I.�,� } _ -- - rl- �-�;_-..;.-.-• -�----+ . -.._,. .. ,F.-[.t • -_.�_. j- .-I:.:+ 3t•!/d QS7� at. z mi W � � ! fa I' I - a. . :,._ f t i I ' I I j I �d/d O�V.:7 F9'".AZ IN ) N U .. - - ♦ a ♦ ♦ ♦ a a • a a . .{. 1 a73ES' z _ � � j z Mvotn � cUoMu� o j I I i I .! . 11 I I' a `. � � r-- (n M �D o � to -- ---i- -1-- ---1 �� -- - - _Q -- I". -- --g I . -- --- - �+-' 'achA 4: -4- i ; I I -"il -;.i,i - j. « _ k k 1 A a An 0 0 0 -� --+-l _.. },.. ....�,. _�_ -, r- pe K�k<+X R I M N 00 In ('� N 0N . + ..� '} I I I i ! I 1 _._ 1 I..1.. ..----. i - �.:_:�,. _, -. ' ,1� I� . _ . 1_._�}_:_. _.«. _. ,: ; >3dtd as•s + I �i 1 ! I 1 Iamc� rawl� � = � � -� I I 11 4 N r 03 £S'09+Z _ 4 jj ' , I I I Hrr µ d'• � N +,1: _ _i.-;.::- �«�: :_�_�:.4 _� _��«:-. ,. 4. �• ,� 4y� t I + -+ ( II 08 £0'09+Zi } - a 4 } lb r { - - r _ _ PA3= 7 .? t. Pm - - .- _ _ _ SEE STRUCTURAL DETAILS BELOW 1. + } , FINtS 4 Su E A T. WzW t TRASH RA Deo � � O t 1 r 1 j. f_ { L6 , t I i _ } I. .. .. -. .. .... .. .. .... ... .. .... _._ -. .. .. .. - _ .. t. -. .. .. _ i *S1 p. r � _ 11 , T I r - -- r { L _ t }} yy [vim - 1011) 1 111111 -- _ - - !. RCP ---- p ; z t t a _ T { - c 6. _ ,I N o f } S r a 14 PLAN 4 1 >> Y 9> f - -- --_ - + _ 6.00 X90 h Q I c' cp } ' , _ t g t _.. - - �- t C _ N \ o W _ SECTION -- - - - - t - - - -- -- \\ JR : - - t t, LLI r � _ A �' �r _ _ - - HEADWALL SHALL BE MONOLITHIC. - - t �j� ��{0y� ,r }x •f - - I I P ALL BARS AT CORNERS 30 DIAMETERS y _ r 1.: - ► n } IA I IF NOT CONTINUOUS. 1724.80 - -- 2 RCP . - -- - _ -#4 FL - -- T- g PT SEE NOTE 2 -t- 1 - - t� " a } r - { Ft tZ 1V: 1 =4 ? T. ]LIN « �- = h_ _ 4 OR 5 12" 2.5' CUT-OFF WALL _ -1- _ , _ - -;,;- - _ �-o r VERT. 14' } F-��-- -r� 0.C. EA. - - - SEE NOTE 2 1 2 PLAN SCALE 2 ----- - -E z W ��1 �� 3 a SECTION .. �N w A z Q REINFORCING DETAIL o0 PLAN 8„ #4 OR #5 12" Now O.C. EA. WAY uj 0 SEE NOTE 2 j a 'S.B.C.F.C.tj. --- �� cn 3" 3" TOP & BOTT.I Zl�e SCALE 1"=40' \ R w 2- 5 I 1� o S.B.C.F.C.Q. Z MIN MIN GROUND I I o 14 13 LINE � Zv 8 I Wq- m / o LaJ N a- Uo - 5; o W N SCALE 1"=40' 2-#4 OR #5 " o SEE NOTE 2 � rn w � N w � � M w ! CONTINUOUS BAR 0 C.OEA WAY w 8 z \ 90' BEND SEE NOTE 2 �, _ NOTES: + + Z `'` '. ^ �S, SEC A-A 1 1. HEADWALL SHALL BE CONSTRUCTED OF \ C.`• !x B I !; a CLASS A CONCRETE. S�, A -~ 2. REINFORCING STEEL SHALL BE NO. 4 BARS FOR "W UP TO W. ABOVE "W=60" NO. 945104' 4: I 8'45'04' % 5 BARS SHALL BE USED. 2" MIN 7.55' EL . P CLEARANCE 3o DIAMETER LAP ALL STEEL HEADWALL DETAIL ., ce T2s ANC EZ CT• ;k'55' �'_ `� , ce ONG MIC . - .- w=4.o, 86 .o'. v-5.8• I 3. ADJACENT SLOPES SHALL BE 1.5 TO 1 OR FLATTER. WING TYPE i3 ``' >� 4. MULTIPLE PIPES TO BE SET WITH LONG- 1 ITUDINAL CENTERS 1 2/3 DIAMETERS `{ N i + ' Z 3z 3 Y APART. UJ w ;z i - 5. ALL EXPOSED CORNERS TO BE ROUNDED Z Z 8 8 - + - 15 16 3/4 RADIUS. ~ , _ S 'r' + 6. W SHALL BE INCREASED WHEN MULTIPLE + - + LL PIPES OR PIPES ON SKEW ARE USED. 6s 3 R. 13564-2 T�. 13564--2 LINE "Hw DESCRIPTION OF REVISION DATE APPCITY ROVED: LINE G STORM DRAIN CONSTRUCTION NOTES: CITY OF RANCHO CUCAMONGA NOTE: 41 CONSTRUCT 2� RCP (D LOAD PER PROFILE). CONTRACTIOR TO VERIFY EXIST. FL ELEV. o Q�pF ESS/pN9l STORM DRAM DRQ PLM FOR PRIOR TO CONTRUCTION �`�� C. ��y� LINE "G" & LINE �H>A 52 CONSTRUCT CATCH BASIN PER CITY STD. 300. (w As sHOWN ON PLAN) © REMOVE PLUG JOIN EXIST. RCP C �' No. 20596 �" m o* Exp. 9-30-01 * �CT NO. 1��A 13�A' 13�4 'TF CALF APPROVED BY - DAT HYDRAUX DATA CITY ENGINEER C RCE WO24953 CITY OF RANCHO CUCAMONGA DESIGN coNiac riNo RECOMMENDED I �IDS� BENCHMARK NUMBER 10071 R.C. ,�....�.,..�. m•� , , � �•/L- C U R V E TABLE �,�N �. • STATION TO STATION DIA (in) (cfs) n So SIF v do '.«�1• ". m, ELEVATION : 1446.270 # D R L T UNE "C' 1+36.00 TO 1+90.93 24 9.5 0.013 0.1455 0.1228 17.18 0.45 SET 2" BRASS DISK IN CONC.WALL STAMPED DRAWN PN SH T A A 42'27 121 " 22 . 50 ' 16 , 67 ' 8 . 74 '_ UNE 'M 1+36.00 TO 1+90.65 24 10.0 0.013 0.1430 0.1214 17.24 0.46 "CITY OF RANCHO CUCF HI GA BM 10071 1987 D.L. 21 OF L_ ON NORTHERLY SIDE OF HIGHLAND AVENUE B 44'59 ' 05' 22 . 50 ' 17 • 67 ' 9 . 32 '_ 100 FT. EAST OF HANLEY AVENUE, CHECKED RCE NO 20596 DRAWING N0. 8 FT. NORTH OF GUARD RAILING S.M.C. DATE; t FILE NO 1163%3-D PROJECT SHEET NO. 3O OF I:\32550\SIP\SIP21A 03-10-98 . I I CND I i �4_-; fI- _ - -141 I . _, - - , r._ I .. t• 17-� I - �- i 1 1 , 11 t. `� I 7 I 11 s__; I T -- \ - - 111.; . - I,- i I- � - �--,__I�� -- -_,4-1 , _. -- ----4 . - 1 4 T � ,� /� I i I i # I , i M r�� S rC;i rc3i may . , t • _} _'. .!.., _ � t t t. I } 4 '_ _ - _-_1 f- i T� - ' } -r_.__S • . • • �i �i • • . • • -..,1�,.......}..-.-•,1 II• },...�.,.-�^�_,.i•._,_•.f_�,-•-__ Irh , ,- 1I - ., ..,.--y- , ._.....•t---.-..1,._. .�._.��. _,. f •�I.-, - �' + + 1 � - 1 1 ''1 �1 -1 i '1 $ II! j ` ( i I i -I T,!' I. t , �1 $�{ 1 i t I MU 3H PF I I , 4 �. I� �3Q * 9 �„ + `'' + + + + + + + + + _> _ to i 1+0000-�cMH 1 SHO NOS w N w N N 8 fi .� �_. I , 1 - -1._fi�r , I ; t+a3. c� P+�E r� 13N • o II ol, H I �_ o � � o o � -, -� # I \ Z 8 8 8 8 0 }� i, ��. � A - � I P *1' - I � . I K, I . IN N 23'50'22' c w co v `� N N R.:. �.� --�� , �• f' .I� \ 10,00' `�', D _- .� .� v ` `d J V N . � 8 _.-}... �' _ _ � .,_ _ _. ! ' f .. I _. T. I _ _. � .. t. i/� `_ - .�,,,,�...e--tom „�.�- - Y ...�..,:._..:.; `---�----...._._ z 1+QUID y N IW&L ( - i I �_:_ - I V 2 46 N N N N N N N N > �„ i i I f `y� 1 , 4 y�..,�. ,..r _ �--.r..�_ I } _ i y1+32.00 END EXIST. I' S g m o. oo j _.. •'�! �� {.. . .,j fi -- �-� i __j. . - f! i _7; ; 1 15' WIDE STORM ! T" '+'.`_'_ter'; I 24• RCP JOIN 1 DRAIN EASEMENT Q, IV .,. ,.t.. _j. ,. �. - � I. ! 1. + .. .. 15 10' co o cr tr o `� .-. •tj r. d 0 � f t._ ;_ 1 �� _ -�,-•< -- 1- --} a I • r it o0 00 ►.� . a cn cr , t ^�, '» �'. .. 1 1 I ! !, f If 4< INT. LAT. F-� _t _ , _,_. _t. ., V. _ . ..�_ , - .r :� I ` I rn 1+93.18 LINE 'f N08'50'21'W 8.77'® ' }.--.! . , • �t----i �{ `s � ; I �- t !.. I LAI =1+00.00 IAT. F-1 19 . .. i _ I ,i I `.. *1 .} , i.._ .� .� i:. ; � I.._�:.�_�.�_Y� �.. I, j ' 1 I i. �. P O o 0 o O o P o 0 0 > > .f- ._`i.` 1", ' I" ' t' i. I. • 1+08.Cil77 END PIPE o_ 8 0 0 0 0 0 0 _0 0 0 _._•y W W W W W W W W W W Wto i i .. j- _ _ I I I - I � �y I ; -j I r !. i I; ,�-. ��1 • -L--. r•--•-I--- '-Fr.-.-r�, .,j{.,�--i• -..,. �.-._.!. _..;....y_-•_.,.. .I t }., ._.___}_, .�..�.�.,_•-•-�-'r-. _ "T-+-�.,-....-r-.. a.-{.: ,-1.,.-.i. �(--,...,--i-,_7 +T. 1 7- __ - . <:9 a Q O O O Q O O O O O _ + f I z R4 .o w �+ wo gi' $ -tool i I ! M v 0 rn --y I ( I l I I I ' ! I i D ? r� r L" ��_. .r , I ,fi ,,,t y+ i 'G SIN ¢ ._.-; I. _t_� ! ;,��, � # _ r � f o o o c4i o N N o .. {' Y.- ��. ..}:-J _,, ,.-i _.,.- ,...,i }} q. Z• _ , _{ . ,+ }_ I 'I �.�. _.�,r f�1 <'' ` r o 0 0 0 { ! 1 I I At I 1 - I I ; r'1 , V I cm N N v (psi + p� w y_. 1,'•'.' 1 _ ! t I .r-. _, ._ I .»j_,-...I ,-.-i i J .-. -,..y .-.r r ' «. f -r' ' ,-.Y_ C S ' + 1 I Ii I N I I I ' ' ; I ! � - I , +,- =- _ I P P P P P P P P P P P ! ! j i j I I, l I i I I 1 I , �..}� , f� Ul I , I I i ' , I i LNGor@ I ' ! �111 I I # 1 i N I I I 1 I I ? I { - ] I I ! 1 j' - .III I ' �� 10' , I j t i I I I I I ; Z "C1 N � I i # I >_._ I I I Ito 1 �. 1 Y ;. m - - I �I i _T . _ # 3+93.97 BC :" N I ! I I I ; ! . -#� 1 » t.� I - I II _ _ ,- - - - - --+ -1-- - -,+- ' y N 1 I i 1~ ` I ; .. _� '_ „-.-.,j , _.�,. , _ 3#91:74 EN PAPE: _4 -+ + I I 17 1 I C m I ! _ A/ Fft lo, - � -- _T_11 I. ,; I, I i f I .. . . . I. -� jo� , ,~ t _... .. 1 , y ZZOTT - AGGA -_ - ,� I I I I .�, i i 1. _ +� I I I irr I _ _ _ ' --...� Nss 17. fY 4 d .. _i 1-4-- ;� j -t - +-- -f-Y. �..}�t -}- � - 1 �_.�., }. j TM �, _ ,,� �I. - -i,-- 2 po 9.00, /y 26'17 L. ,� I I I I , lI 1 �.1--l-11{ N 1 •�� i � ' I } I I I $ (INs1gE P/Pf .. F 1+00.00 MH ti v_.- �-/�I -4 - -�. - - _I- . �.t_. N }..t rm „ :+._ , _ . ,_ ._ C9) C.T1 t+0 P 7 M AA I I r� W: �1? ! ! ( 1 I ( ! I i I Aw �1 x- T. F_2„4.0' I I rho t_ - + , 5+2s°s7 1�� _ _ , a� i 1f 81 fC ,I- } I-_.,,a, t - - _ {.r fi i. ar-�T _ . 1 ' ; r" , I I A� I I tp��., �o %� 1:? X46' 1'4r £ - '-. t_- t 1 -} ,�4y - +t } * 1.. _ �,. :M_ t:�. `A � , � 1+� i l I I I ! I �- . �+ fN PIPE I__ S�, i T- I �`�- �. - ,_ I, I - }f IT ._11-1- ..-_9 41 1--, .I . .I ---- - ._�_-t - -"_ , , __- Cry �. }-_,t ,t . Y-- t- - t,,'; ._.t. t - } t 0 .� "' 1 I , 1 ti j i• •a I fI I , i I r rn _ }r }..-r -, j.. +, ., ._ s ...{.- .1...- I _.t_ �, - ». , y�_� _- } , _ i A,,,) _ 1 ,. f ,,�_ I. . �.;_ co I I i � 4 I I ; , I 1 % I �"rj.' , . : 1! ' v `� , I I I ' ! j ! I ly 4 i ! ! 1 I 1 i - ---t-4. _I_rl__t,.I-,-____�-4 -%_ I _-_ _4 ,,A I - . .--,L-- � . ;0 c _ t N = z x`' o n -' __ i ! t I , ! ! . �,- - j- 6+ 2 G PIPE , , I • S1 v v cP ',¢ . , i - ; t. -r- t. t.... _. --4► - I t- , yt. t_ 4- -� _� , fi �. I t I , rr '', . _._ t .__. t.. �.. 11 '3 0 - el � � x ; ! it;� 1111�11 �. , Im. I -A ! � I 0->4 o ' � _Ion I y CF�IWNEL W 1 I 1 ,Z1 ! I . --x+08 �' . � . 2 4 I I I �, ,o . -- . �� +__ _ ..p 11, t.Q' S� I 7+1 .97 PIP 14 11 � - �� . _ - IO t-r.......i,.-. Di�C•..,� - i __�. I I ,- �t-. .�. �-�1it I IN ; i !1. , .}w AbI;a1 -. yqN sod #� I _Y; , �1 - - t {- �� ! t t (5~S . 1+39.23 END EXIST. I I ' I i I w t- - I . I ,' <N RCP-JOMI 1 - , .,, t _ r' ��O.`1 }, .� ,I .-I -. -- - } t !» - ' Ir, 11 0 0 �I cCD in \ p }.: �_._,.{. . .__.j . t _ _. . f.,. _�.:� { { _. ' I .; } --} . 1 . I f 1 4 �0 0 �o V o _._.-_._ --/ © `�': I I ! . I I { I I I i 1 I ! I to . t I j I: I i i I W O Y+ O O __ "I - � I N o W W o _ `� I { I: i I I -j-" .�_ .-- i�_._t, __ _ - - : * _I �,____I *I I . . 4... � L I . 1`1j 1111111........... > � I . *1 1 . . . "A 11 I ! I I I . . I .. W N o O N , , u - l I 1 I f I ! I I i UI Ul o o tll (� ^icy, _ „1. _I,- �� I X _, I_ _t ._, _..j, .� .� 1 } }- ,�}.- I ; 1 ! 0 0 0 0 0 ; # 1 I ' 'IV D - # I .� I I i . �► V11 . , :j I �' i�--_ i--of. i _ "_-- 71' .. 4---,1-- -- , , 1. �y.. _ . � ,•.- W v I N I I I I - - - - - r f'l 1 5,... oo , +t ,` - I I 1 ! .o co cn co v C�,1 I I I # I 1 I + 4 N PIPE ' '.I. _ ,-� .,.1. 2+93PO I .87 IJNE Pli "� cn ao =1+00.00 LAT. '1-i• C.rJ i 1 ."' „ +0' .54 .' PiP # I �" 0 0� o N �O 15' WIDE STORM I ,f,, » t ., l_ -.i__ _X, , j , -t ; , - t.. +*'.- fi" -i ' 1 I- ...- { 11 - o - - W DRAMI 1 s _ 1 -. I ! I I ( �.. .,. I I 9 . � I ~ .�rt. ,� I - I cn w m ry _ 1 LAT i-1 ® t , .� .,} _. �� w�.,+� . - _. _� fir_. -.�, +._ t �t. r. . �.;, +, ��._�_ - NiT36'00"W 9.4T I I I I I ' . -t I I ., 1+09.47 END PIPE I __ I ! _ I 1 { t . I I I I Y_.�, ! I • INSIDE WALL CB ! t ! I � �' 1. i I ao O •cn m co - � o�■ft 1 ( I I I ; I I C i 4. I I t ! . Z � Dc7 4 .� j I ! I I I i -.-+-----,_j. I I i I 1 I; }! �1 00�c-)"I�c SEGI$j (A �, _ca f I j, .� �,��j ., i } ,. } _ 1 IATI .i» + .! . �.._:i. i`*' ��'oo�a'm :z Sr£REO -� T I ", I ! I . i 1 1 I ! T _ :0 I rn zoo 8 o < T N N �� , `� L,, o n K) I -p GI I r -ZZ5D* C o m - UNE r I 1 I j i ! I 1 ^ Q l 1 I i I I ;C! I -1" in DJC n �q* �N� I I - I 1 __ I _ 1 I I I 1 ' I I 1 z S O �133N1 Ds - ... .{ , .�I ��."'. I„ f, . w., r .v.�.,. ._ r, �,p4 +... ._ .�...�.,". _ ._I 'A I 1; �j_ _ mj Q r� I I} ..-�.�_ »{r• *i t i } yY Y - wll� I -} -- -r I .. D II M is to I } I 1 , v ` �i ' » �_ T t- M a cn to , , t t, . rl,� . + z z 0 1+0 .50 G. IP I i fi. I ; ; _ { I !, 1 rt .. . Z frr< cc �IIIIIIIIIIIIIIIIIIIIII I I 1 . z ; , 9 -1 al 0 -, .f . i ! M % I I - --4 I - C�� - -�14 �t_I 11 -__C --� A-+� - -r-f , -i - -.--1-_+__.I_. - 101� • 6C� JC ! i n I 1 I I I i v • � _sem._-.-...,�-. N�_. - -t•-. --. ►.__.. ,.....�_.. �.,_ ' ---•. ,. T `7- r_.,;. .._: _I j_.,....t_, --.�.,.f...'}-..,` ._,�... __q i 1. I .. �, '!; +- +51.58 ' I ' ' I =, r,.l . i I i 5+51.58 EC i I �. Y 1 , ! � . za I 300 Q 5+33.91 BC _ +_ . . _ .,.. _ I- .1 . �1 .- ,_,-_, I - <-._.. �+., A .- � ,,_-f-. - �; z 0 ___,z �__ ..,, �f . ..� .�. .fi _ . �1 �-v . t � .-._.t ,, 44 __._,. _ - �_.. , . . r. . t._., ,__.,,__ , , e N U % - - n _ - _ .�. I � • I I �� I I I i -11 R I I 1 _T., Qs: m ,rs 1 � I -4 ; ; � I : 1 � I I I �, A� � �" off ;i % O --� :_ - +--- + --- i--- -i-• r----�•-�-i--- -<-�--+ »+--•--- t.- . .»..- »'- _- .� Y - --t_---- #_ _+--_-,f,. _' .� to -�_ �Vt 11.8 ENO PIP ti Z Z is % Z AGGAllOTTI 7ROAD ! , �, __ _ :_ I , O C C , I w -- -i�_! �` :.�;I , LLL O" I I I I � . [�•T� . ,_ 0 1 A, ill ,. !I I _ I { I .� !I 'I I i i I I I (O I _1 4 N .4 61110 -0 MOD _ 11 -1 - _ { { 1 I LL i a (A III, x M 0 c 0) I i i -++- __�_4 D N m (7 m O D M I I I I F., .1 _•w,'"- 6--i _-t T - 1 . 4 �71,11-11 +:A_._11_r____1 __ ,�g v 0 9 -PA. . I ; . . I }- t �--} 77. I II-t , t" J ; N N m .I� 2 Z ()I C% v r . , Y t _. ,� '.,_�' _ _ ,� . ±_ ` } _ .It �.�I I !' I �.,_} . .., I�. - - .. 'J ZU n-' n I 1 I f I .+ II I ' 1 I I I i � 11 C) 9 N N vv � " too �. , , . t. _ t._ -t,.�. _ --_}---f r. ,..}t.-__. ,..i,_. �. 1 ..<�. , . _ ..� �t i f - - r --- ..�r,_t... i 'it o W m I 0En o � , OD CB #89 PROP. FINISH SURFACE C CB. 3 CB. W=21' CB #8 PROP. FINISH SURFACE W=3.5', V= W=7', V== 4' I V=4.93' TC' �I W=14' r - T _ ' r H t -- - t. - ; ;. ¢ 140 ., - {. � _ � .; _ � .._ '� _ _ � LE _ _. N .0' �. 1 _ CEI r i T . 0 , , , r -- favi vs.z4 : tPS� IRR t t - r t 1 + 7 t - - t •'"100 r.- t • T- 4 - - - - - 4 -r- }_ r - - • t # > QJ } f ! + # c. 0. �f• t i r 5 -OUT 1 � coin 1 - 5. _. S - 2 J{ 9y}---.-}}- y 1 , • jI�- � t t �, z ___ .__ __ _.. _ . _ _ _ _. _. _ . + uj _ - - - - - - - - -� _-r .. _�_. �. , z M r # +cfi 178 o e� " g - - T �- - ,-- r r r - k ? a� f i Ma +r j' � + rn ;7 +- �. - - --- - - - �- + - . • ON'T. �i c► w t • _ _ f - t � LF t f �n . r� t t .- t . _ 1 1 ►� _ . r , x 1r N. .1 + - - �, + - t _ o + .- z 8� 4 t F i 1 j + y T . w _ _ _ _ _ - n^ to �r - _ _ __ - - --- ---- -- -- - - - - - - - - __._�-_ _� _ }--.._:-_ - -- - - - - 7-T -- A - r r kv r t i 01 7>5 12CA( ) i+j -� �- - , LA __.. y.- i F - r t f - x t , 4 Y } II - -- - - - -- - - ---- - - -- --�-- - - t- --- - - - - - - _ . . -1- _� - �- r - - - } { t- PREP., sURFA t t LU a r t tc" I d . _ uj a -- - - ♦ f t rol { T }tom } r + oil n f .. , - - - - - - - - } .1- t{}- , cc 7 , -- .. .. - - - - -' _ --- --- - --. .. - - .�, ..._ ..-._.. �.i. .. _. -. .- ... - - '. _ - tr - _ - - _ -. - _ _ ro { - + t - -- - -Cokff - - -- - - - - r-- -- { - - - -- - - - Y� _ 2 f341, 12 T Z VE ;1 � I �L_ LL6 10 • 31 C)� 2 a 3 4 5 6 PLAN SCALE g g 10 11 N O , `+40 o � VAI BROTHERS DR. z w wU W co SAN ANTONIO DR. 2 cmr z aD 0= 50.4 r` ? { W=7.0', V=4.0' APPROVED o N CB 5 f _ 11+62.80 END DESCRIPTION OF REVISION �► + CONST. 118.53 LF m 06 N N W=7.0', V=4.0'c 1, i 00 8 PIPE 29 RCP (1600D) to _ ' a t AGGAllO T T1 RD. TR. 13564-3 ® 1 m W a N °° 3 40 N co " m . w >{ o ao c I ,4 TR. 13564-2 ® ¢¢ > o, �' ♦ m 3 SCALE 1"=40' .Z _ N c W t Www 3 fit 3 I 3 m wcr ; + z muj N �11 N Ln W �,$ g " o n �3 mN > I28s uj �- r.� II W o- _.tea . r` " �N vi + + ' ao + °$ " 33 ami ®.p 35 N ^� �� o 7 r� Z ± ^ M sz ,� �' O �-- .Y + irk N + + Z W W S I c6 { Z + + ZZ 8 � ^ .r + 41 B :3 if �s�? )1:� __j _-41--i - b �J - v 41 B �� ---- 4 SANS' ° � ^ S VAS E °° `V as ROAD 4 5 - O 42 4 Qj 41 Z Be - v 201.26' 6 41 8 - 345.58' 9 10 C 118.53' 3 217.21' 4 5 ' 35.00' I o °aS COMMUNITY TRAIL ch - . + d •< I 12' WIDE GUN TE .DRAIN W Z W MAINTENANCE ROAD bd � + " " � r � S CO TRAIL LAN M N COMMUNITY .. . .. ... . .. .. . .. . . up U46 ui I w cS m } �� g SAN co NMs ' SEVA { NE WASH ,�, + ^ s i + + < + i ---77777777777-7- - I " + _. 4 - I ® sfr w - HYDRAWC DATA LINE - DESCRIPTION OF REVISION DATE CITY - " "- - - APPROVED: - _" - 1 \,\N �, • STATION TO STATION DIA (in) (cfs) n So $f v do 11\ LAT 'A-1" 1+03.50 TO 1+17.00 18 17.8 0.013 0,1028 0.04296 19.32 0.78 STORM DRAIN CONSTRUCTION NOTES: CITY OF RANCHO CUCAMONGA J LAT 'A-1' 1+23.00 TO 1+35.00 18 9.4 0.013 0.0508 0.00901 12.63 0.66 6, ® CONSTRUCT 18" RCP (D LOAD PER PROFILE). CONSTRUCT 24' RCP (D LOAD PER PROFILE). ESS/ STORM DRAIN IMPROVEMENT PLAN FOR j LAT 'A-Y 1+03.50 TO 1+35.32 18 7.5 0.013 0.0192 0.0051 4.24 0.76 0 Q�pF q w z5 �\ LAT 'A-3' 1+03.50 TO 1+73.79 18 6.8 0.013 0.0158 0.0042 3.85 0.71 ® CONSTRUCT MANHOLE No. 1, 33' PIPE OR SMALLER PER CrrY STD. PL 318. �� E� C• v�, LINE A \ LAT 'A-3' 1+77.29 TO 1+89.88 18 4.4 0.013 0.0315 0.0017 2.87 0.50 ® CONSTRUCT MANHOLE NO. 1, (OMIT M.H. SHAFT.) PER CITY STD. PL 318 (MODIFIED) » ss "A-219 » » » 99A-499» I-YMAl�IC DATA LAT 'A-3' 1+89.88 TO 2+25.29 18 4.4 0.013 0.0315 0.0275 8.35 0.50 © CONSTRUCT CATCH BASIN PER CITY STD. 300. (W AS SHOWN ON PLAN) No. 20596 �" m LATERALS A 1 , A-2 , A-3 , A-4 \,\N �. • STATION TO STATION DIA (in) (cfs) n So Sf v dc � LAT 'A-4" 1+03.50 TO 1+13.21 18 6.2 0.013 0.0287 0.0034 3.68 0.61 5® CONSTRUCT CONCRETE HEADWALL PER DETAIL ON SHEET 21 * Exp. 9-30-01 LINE 'K 7+03.10 Tb•8+00 30 50.4 .013 .0750 .06282 22.26 2.3 1.17 LAT 'A-4 1+13.21 TO 1+40.37 18 6.2 0.013 0.0287 0.0210 8.37 0.61 59 CONSTRUCT BROOKS PRODUCTS BOX N0. 2424. �9TF CI Vft. TRACT NO. 13564 -2 & 13564- 3 LAT 'A-5 1+02.43 TO 1+05.33 18 1.0 0.013 0.1835 0.0003 1.14 0.14 A� CALIF LINE 'A' 8+00 TO 10+98.86 30 50.4 0.013 0.0376 0.03742 17.15 2.3 1.44 ® CONSTRUCT 30' RCP (D LOAD PER PROFILE). , LINE 'K 10+98.88 TO 12+17.41 30 50.4 0.013 0,0376 0.03742 17.15 2.3 1,44 LAT 'A-5 1+05.33 TO 1+39.22 18 1.0 0.013 0.1835 0.1778 10.42 0.14 APPROVED B Y DATE' l CITY ENGINEER RCE 0 24953 LINE '/1 2+21.41 TO 4+34.62 24 32.9 0.013 0.0376 0.03468 15.32 1.9 1.29 LATA-e' 1+02.40 TO 1+30.00 18 5.7 0.013 0.1362 0.0945 13.90 0.39 CITY OF RANCHO CUCAMONGA DESIGN ♦ CONdmL r/N• RECOMMENDED LINE A 4+38.62 To 6+35.2, 24 27.0 0.013 0.0399 0.03797 ,5.02 1.81 1.11 CURVE TABLE LINE 'K 6+39.71 TO 6+70.21 24 20.6 0.013 0.0374 0.01643 13.72 1.63 0.97 .s n.. zn_um T 1 +49.80 24 14.3 0.013 .0336 0.03363 11.98 1.36 0.81 # A R L T BENCHMARK NUMBER 10071 R.C.• , ,n..,.. ... �+e.te �'� LINE A 6+74.71 0 o DRAWN SHEET ELEVATION : 1446.270 UNE 'l1 10+53.80 TO 10+89.30 24 7.5 0.013 .0397 0.02487 10.63 0.97 0.55 SET2" OFRASS DISK IN CONC.WALL RANCHO CUCAMONGA g STAMPED00711987" D.L. 23 26 B 60° 00 ' 00' 22 , 50 ' 23 . 56 ' 12x99 ' � OF LINE '/► 10+92.80 TO 11+62.80 18 3.8 0.013 .0370 0.03479 8.77 0.75 0.44 ON NORTHERLY SIDE OF HIGHLAND AVENUE CHECKED DRAWING NO. - _ - - - - - - - - C 9 0° 00 ' 00" 22 . 50 ' 35 , 34 ' 22 , 50 ' 100 FT. EAST OF HANLEY AVENUE, 10 RCE NO 20596 - - - - - - - - - 8 FT. NORTH OF GUARD RAILING S.M.C. DATE FILE NO 1633-D PROJECT SWT NO. OF I:\32550\SIP\SIP23A 03-10-98 C8 #22 CB#19 CB#18 W-17', V-4' W-3.5',V-4' W-14',V-4.5' ca -lifty r r111 3. + 1 _ � . - r- s � + _ _ r * t 4}} I $ ' �. + 1 1 •M } 4 f- t e -_�.-. . 1 t. � .. �' _ .. _. ._.✓-.. � � t., t- ----- .4' __ 'tom- -'i--�'-- -'�---{--r. +-,--j{-•- _ r_,.__y_ �,` � t- '�'- ,.- •-. -t _ ,I- � - .. '�'- -- Y _ _ _ F _-f- __ __ _.{_ ...�.. _ i • � � LA't� 4 r # __.. -- --- -. __ ._... ..._.._•yrry..._ 41 ._. .__- - - - - - -- - _.. _. _.. --_ _ ...- - __ __ - ._-- - } r { t f Y 1 # + PFOP Fl SRFi1►C€t = 1 # ' - ! _ . ,.. _ .. 111 � A ! 1665-4 1650 ._. .. -t_ _ � _ _ _ NJ t - -- - - - - - a- .. t -- -- - - W. . ; Y iA . i tt # I �-�- - Al t « �.. ! -\A -�- --�-- , � t- ti -�- -{------t �-- LL I : t r- 2 - �+ N O . . / t S i j_ A. .r '1 >- ; # _ - , D q , i t �9 '\ o - - - - - - r 72. + r _ N , _ , L 'i 8"+ t i 5 . c! t I z: - - - .� _ _ - Z I + - r - i - o t 1► t a, $. f Z r- 1- t } t t W q s I f } E t 1 t , , N 0• r I t - , } I I _. _.. -- - -- p- - _.- F-7 ._ __.�.._.__. __.-.A-._.._. }__._. _.�..___ .._. __ _..; _ _ T } � .I.. � i V V t _ Q , i I S t I t u r F t t - - - - - - -- - 'IT . r f. t , f : a � � N � � r , _ 3 m � t7j S _ _ __. _ _ _ _ - - - - - --- - -- - - - - - - - - - - - -- - - r + t z � 6.' t ;37. 2 .f 0®50 # • yap , t _ t - - - - - !. t �. T + 1 1 + f L i. - $ }j- 'r r. ` r j t ,. ... _ .. # _ ..- 11i , , � �• MMMf111 , a , } ' i ! ¢ 4 , 1 -. i J _. _ y _ • a a f - OO + W i. - : , . - > $ - _ �• . __ _� _ - - - -- - s .r _ - o ur t , ti m } } i. ! } '� i t r0 r _ 1 t , # 3 , + .. t to i.. t t_. c� co + . �f$ - `PRE sc.*Ats , - - - ; 2 t t Y • 1�QR1 1 d 1 t c OIC Y -- ; W - . 1 y _ I _ { r + -- i r - - v, z C RCP; - ` _. - Q - �' - _ _. +- l- - -L-- - -* - - j� -- F j i _ +- L..1 r- i- '+ ifs - -+-- E r { i i 40-00 LF C 3 .1 Lfl t y c _ t v. RC 160DD 1 C f , _ _ 40_ _ (. i t r. _ _ , �-- �-- �--T_-I � , { _ * t , y { } f t t Y r � 1 f+H CONST. 40.98 LF HYMAUM DATA HYMALM DATA 9 4 Q ±b LAT "E-60 33" RCP (2000D) \,�N �, • STATION TO STATION DIA (in) (cfs) n So Sf v do \,�N �. • STATION TO STATION DIA (in) (cfs) n S, Sf v do t.,W �o UNE " 1+40.00 TP 1+80.00 33 82.2 0.013 0.0706 0.0393 19.59 1.51 LINE •E' 10+65.70 TO 10+97.08 30 48.1 0.013 0.0351 0.0243 14.54 1.43 �� LINE "E" 1+86.48 TO 2+20.67 33 73.1 0.013 0.0706 0.0330 17.95 1.41 UNE "E" 11+01.08 TO 13+43.95 27 37.6 0.013 0.0449 0.0441 16.95 1.22 = � +c�� 61 41.03 Q 1 0. 1 0.1079 0.0038 4.46 0.57 N S • ,k� KljpNST. RCP (1600D� h,� r LINE E' 2+20.67 TO 4+03.12 33 73.1 0.013 0.0185 0.0198 14.58 2.30 UNE E' 13+47.95 TO 13+59.36 24 4 0 0 3 LINE •E' 4+07.12 TO 5+46.49 33 73.1 0.013 0.0196 0.0253 16.33 2.22 LINE "E" 13+59.36 TO 13+85.57 24 14.0 0.013 0.1079 0.0747 16.15 0.57 +g+ / 1 + UNE -C 5+46.49 TO 6+71.72 33 73.1 0.013 0.0308 0.0259 15.92 1.84 LAT "E-1" 1+03.50 TO 1+10.00 24 9.9 0.013 0.8892 0.0458 12.61 0.32 N �c. �61 A S LINE "E" 6+78.72 TO 6+82.87 33 59.5 0.013 0.0332 0.0127 10.02 1.56 LAT "E-2" 1+03.40 TO 1+48.44 24 13.1 0.013 0.0873 0.0036 4.33 0.62 �;9 r -- LINE 'E" 6+82.87 TO 7+17.83 30 59.3 0.013 0.0332 0.0302 15.88 1.56 lAT •E-2" 1+18.44 TO 1+48.75 24 13.1 0.013 0.0873 0.0453 13.18 0.62 m x`�° _ _ - _ __ a + , ___ C j. \ r w I LINE "C' 7+21.83 TO 10+61.70 30 50.5 0.013 0.0356 0.0354 16.77 1.47 LAT -E-Z' 1+52.25 TO 2+25.00 24 9.8 0.013 0.0275 0.0251 9.89 0.80 +. - k �- - �, STATION TO STATION DIA (in) (cfs) n So Sf v do LAT E-3" 1+02.02 TO 1+09.81 18 10.3 0.013 0.3774 0.0862 15.80 0.40 L. . - ' LAT "E-4 1+02.50 TO 1+56.62 18 2.4 0.013 0.1177 0.1125 11.54 0.26 �/� G `�►��35 �,Wyk I - _ _ __. __ _. r ._;. __-_«. _ i c^ LAT "E-5" 1+02.50 TO 1+08.84 18 14.0 0.013 0.6146 0.1091 18.76 1.38 �'\2 `� �5 # -- TRAIA 13564-2 LAT "E-5 1+12.34 TO 1+57.34 18 10.5 0.013 0.0147 0.0099 5.94 1.25 E t \x�1 ,9 v1 ' I FESS S� „� x 1 ♦ G0 CSS _ �pN LAT E-6' 1+02.50 TO 1+23.34 18 9.6 0.013 0.0921 0.0835 5.43 0.56 } - , • ��, ��. • G �' `•``', 9 o- '� F 1x0 ' �- � ;�- ,.�`��. i.�,Q�_ -----* 4�� ,`l C. " LAT E-6' 1+23.34 TO 1+42.03 18 9.6 0.013 0.0921 0.0447 12.40 0.56 Vp' j� .LxR LAT •E-6• 1+45.53 TO 1+48.20 18 6.4 0.013 0.0550 0.0037 3.62 0.52 to k� c� 40 yk• y- t v - -� `" No. 20596 Ole LAT 111 1+48.20 TO 2+15.53 18 6.4 0.013 0.0550 0.0505 11.47 0.52 / J AIL..___ t _. . _ _t # �_. . __ „� r•, 4��J� ' 1x�, k. ; . ! } 1 * Exp. 9-30-01 LAT "E-7 1+02.00 TO 1+47.60 18 14.0 0.013 0.0610 0.0177 7.92 0.78 • 0x9 CA F,G � - -- -- �,� cl Pro) r R• 1 i � \ x p • h / . \, s i w 3 1rp . N 3`� � } CITY OF RANCHO CUCAMONGA c _ m / �� - - = -r- - \ w� 8 tow 50 BENCHMARK NUMBER 10071 OG _ r + �'L ' ELEVATION : 1446.270 z \Z F- " - SET 2" BRASS DISK IN CONC,WALL STAMPED ti F,G t= g e \, LAT "E- r "CITY OF RANCHO CUCAMONGA BM 10071 1987• LINE E 'yC4 /J �' J ON NORTHERLY SIDE OF HIGHLAND AVENUE yT®® g� ®® 100 FT. EAST OF HANLEY AVENUE, 8 , ' i ''' ,� U R. 1J5��'U SCALE: HORI. 1 =4, a / •� � a; VERT. 1"=4 8 FT. NORTH OF GUARD RAILING DESCRIPTION OF REVISION DATE CITY • G 9 APPROVED: xS,L TR. 13564-3 SCALE 1 =40 ' u�• "E�� X CITY OF RANCHO CUCAMONGA 1 STORM DRAIN P PRO PLAN FOR STORM DRAIN CONSTRUCTION NOTES: �- O /j/ 4 . G -, CURVE TABLE K : GAS-�-' w w w NC AV - LIVES IE-3 ; LATS wE-TvT-2w, IE-3 , wE-401 ® CONSTRUCT 18' RCP (D LOAD PER PROFILE). ,,LOG \, ! /. # D R L T N 412 36' w w 41 CONSTRUCT 24• RCP (D LOAD PER PROFILE). kxa' �2 o ♦ ">,� A 45- 00 , 00, 22 . 501 17 . 67 9 . 32 , , .-4 , E-5 , G-V C / f•• B 26.56 '38' 45 , 00 ' 21 . 16 ' 10 , 78 ' ^ 13564-3; 'C ® CONSTRUCT 33' RCP (D LOAD PER PROFILE). 4 j ° \ "� 5 E r�� 1}42 p3 �O 3� MAvT NO. f35�3; 13564-4 & 13564 g C 90 00 00 90 , 00 141 . 37 90 , 00 UN• _ �k ��'L 3+ � S E J k �N ! k, 4© CONSTRUCT MANHOLE NO. 1, 33" PIPE OR SMALLER PER CITY STD. PL 318. 5 \ a�0 D 6 0 0 0 0 0 22 . 5 0 23 , 56 12 , 99 v` \ W m ± _ ��kti°' E 90. 00 ' oo' 45 , oo ' 70 , 69 ' 45 + oo ' ��} •C�' N 4� .3�' APPROVED BY , - DAT ® CONSTRUCT MANHOLE NO. 1, (OMIT M.H. SHAFT.) PER CITY STD. PL. 318 (MODIFIED) ai O W O R �1%11 F 5'S 1 ' 13' 45 • 00 ' 4 . 60 ' 2 • 30 ' �►�• 05 G 24953 © CONSTRUCT CATCH BASIN PER CITY STD. 300. (W AS SHOWN ON PLAN) / • G 4 5 02 31 45 . 0 0 35 , 38 18 . 66 N k�' SNj• \} CITY E N G I N E E RCE 0 I s �� J �` Q 835 6� 24 ,66, P� DESIGN RECOMMENDED 5 CONSTRUCT CONCRETE COLLAR PER CITY STD. 328. ` w i•= 5� © r/ �� Z H 39 06 15 45 , 00 30 . 71 15 , 98 Sf� A� L `3 ANO ro• •CONl!/L T/MO ®4 REMOVE PLUG do JOIN EXIST RCP. `2� O �* g I 13 3 0 3 0 810 , 0 0 19 0 , 97 95 , 93 �3} 2�' ` + k,W 2 �/ ti l'!�D - 3- // \5,W z Cg s4S 1 DRAWN ;�aa,,;-�-..�. �.�m;� SHEET �L ® CONSTRUCT 30' RCP (D LOAD PER PROFILE). moi' j \ \ J 1 24 18 810 , 0 0 19 , 86 9 , 93 ) C8 v� V www. ..�• a.raw,� c K 12' 06 ' 12' 810 , 00 , 171 • 11 ' 85 , 87 ' C D.L. 24 OF 26 34'34 '59' 22 , 501 13 , 58 ' 7 • 00 ' \3k�"I� CHECKED IF N 20596 DRAWING NO.M 42'27 ' 18' 22 , 50 ' 16 , 67 ' 8 , 74 ' - S.M.C. DATE FILE NO 163�D I PROJECT SHEET NO. 3 OF I:\32550\SIP\SIP24A 03-10-98 + j r r # o k c I , 4-- p, t } _ _ ' f }- - -fir- + - t + T' t { _ _ - ♦ ' t � � F i t � . # t Y j } j f 2 t � # t: I � _ • t o , - _ -J- _ X- --` - -- - - - i- - - -- ---- ----�-- - -- - -- _ _ - - _ _ a i I I �. �•-i.� � I t. - `. t. 1 ` .• . (� t t `��j - - - .. - - u+�A4 r._ , r - t s f t 1 I 1 E f j t -�- # -�--- : x --#--- �1 �t� _.Y._ }gyp_•-- y , f _ , 1 t , 2 r _ a , 4 t7 4t, _ y Go F � � r - - - -- f r 2 t 4 ' } , x -. _ - --I- I-- - - - - - - t a r j } r # F } i �. f r J + -- - - T- t y t t. � 4 � i- c 't °2. TO HIGH;' O :R � . 1_7 i r � t 2 �� r t $as � r �j" { � -_� _ - -- _ _- _� 1 r i S I. r t t.. I - � N r_ f _ t r S 1 r i t r s r } s { - - - - t r--•-• o , 7 4-78 - - --+- -, - L _._ - _._. .� _._�_ - - I - - - --r- + + _ _.� a ul + ? �- + t 8 � � � � � � t t � 7- a. t { }. } •. i a. t _: 1 .. a - O t }- j i r 1 i r r t #` t Y Y I � t V. i. r } , 4� � • 1 t 5 + i r . r - + i '. . , i A t t t 1 t F � 2. it 1 T 1EATION VERIFY + _ , 444 T- Y c r _ � + � }}�•-- -�-- 7----r 1-- r� t a r-- r• �- �.�J�4�.�.�- _ -�-- �� ---�---- -�- • - 1 111 t ft♦ r , t { }- _,. r r , �, t t P 9 10 °� 63.6 CFS 11 12 13 14 PLAN SCALE 15 0 �11 16 17 V- 6.61 CFS 1"=40 o'w. EXIST. CONC. HEADWALL .�1Go F 50.00� / N N \ o'er TRANS. STRUCTURE �\. 34. s' o . S+C�UTHERN�, CALIFORNIA EDISON- a m� . Z P 17 -' -- f cv 4 W a w 00 ui rOfi 9 \ + U G3 Co 1 �, o , M 8 0� `� ti SCALE 1"=40' ti 1 o F `\ o X(z �� s `� 4 ° �� wDETAIL JUNCTION STRUCTUR E + W �� 11 �5- �1 '�0l S ' 01 ti/ ' FL ® S=0:0136BOUNDARY AA Lo ------------------- 4� G rJ c^ -•� �•�. 0' :--- � -. a. � ��9 w �► '�� 'L� -,\• `ti . ,,/ l / J ```1 �n b✓ �/ -_- -- _.SOT „li ori ACCESS - �,� LOT _ 9+86:x99'\ �` ` 722 78 >> '�` 4m m _ 0 20' WIDE DOUBLE GATE v j HEADWALL TRNdSfTION STRUCTURE `V j� t INT W/ FLOWL 7Jy ' t FI� r i c� 3 .� �� TM 1io 32.7 - / IXIST. w cbc.. :, . �' - --7 TR. 13564 - __ --_� r PLAN D., r5 i _ 32 28 �. 3 WINGWALL ( EE SECTION ON SHT 2 ) � ---- - _ W1 �� EXIST. CHAIN LINK FENCE- ! - � ti , 1 _ �� IES N'LY TRACT BOUND To REMNN , _ ---- ,_7 4� _ r rCN Z __._ _ �.� "1 i 3'R , 2'- r. r , �, ��720.5 � -\. � � r ,,�9 1 V $*.C.F.C.O. R/Iw 7.2~'� __ -_- -- /, � 8 Tp >> �AdOw •CC7.�i A*W�•tr�.vo v� ccocovl iMW AP 18 DESCRIPTION OF REVISION DATE APPROVED: �� _ -__• --- - /� v ,( v 2.68 HIGH WALLCITY OF RANCHO CUCAMONGA 14 . 2 _ TD. PLA . STORM DRAIN CONSTRUCTION NOTES: N'LY TRACT BOUNDARY G U D E R 0 DRIVE J � � 7'F �T� �N �O �� FO�'� LOT LIME 40.75' SOUTHERN CALIF NIA EDISON R/W COLONBERO RD. ® Q�tOFESS/p ® �o C. ' INTERCEPTOR DRAM AT 20 3.75' 8 5 4' SEE SHEET NO. 6 SECTION .- O CONSTRUCT 42' RCP (D LOAD PER PROFILE). 2' BENCH Qom\�' �' N �s `' NlY TR. BOUNDARY ® CONSTRUCT CONCRETE TRAPEZOIDAL DRAIN PER SECTION A-A HEREON I I `.�`� �O� STA. 16+78 TO W No. 20596 rn 9 CONSTRUCT JUNCTION STRUCTURE 'C• CASE II PER CORP OF ENGINEERS PERMIT MANUAL rn 17+72.79 * Exp. 9-30-01 * LOT OX TRACT NO. 13564 ISEE DETAIL ON SHEET Iq HYDRALM DATA �y p►VIL �� s t CONSTRUCT TRASH RACK PER CITY STD. PL 312 (CASE A, LR=s) 0--\ � CALIF APPROVED B Y : - DAT 2 s2 CONSTRUCT TRANSITION STRUCTURE PER DETAIL ON SHT. 21 ___ 29 2� 2' �>N �, • STATION TO STATION DIA (in) c s n S, S f v do CITY ENGINEER RCE No 24953 ® CONSTRUCT HEADWALL FOR TRANSITION STRUCTURE, RE-BARS PER - DETAIL ON SHT. 21. 1 � 2.5 � 1 LINE 'L' 9+83.93 TO 10+90.00 42' 63.6 0.013 0.0103 0.0040 6.61 2.0 DESIGN RECOMMENDED ® CONSTRUCT CONCRETE RAMP 1.5 2 UNE 'L' 10+90.00 To 11+40.00 TRANSITION CURVE TABLE CITY OF RANCHO CUCAMONGA R • .c off., d T N• �Z LINE 'L! 11+40.00 TO 16+78.00 8-8' 63.6 0.014 0.0040 0.0351 12.75 0.95 # R L T BENCHMARK NUMBER 10071 MDS �«�+%�'owb „% O1 CONSTRUCT 3" A.C. OVER 4 A.B. 6" P.C.C. WITH 56 ELEVATION . 1446.270 DRAWN SHE T 6/6 WWF �=2 0' A 38-29 '51 - 45 . 00 ' 30 . 24 ' 15 , 71 E"CITY OF RANCHO CUCAMONGA B 2" BRASS DISK IN SM STAMPED D L 25 OF 26 SECTION A-A ON NORTHERLY SIDE OF HIGHLAND AVENUE N.T.S. 100 FT. EAST OF HANLEY AVENUE, CHECKED E NO 20596 DRAWING NO. 8 FT. NORTH OF GUARD RAILING S.C.M. DATE 2a4lw FILE NO 1633^1 PROJECT SHEET NO. OF I:\32550\SIP\SIP25A 03-10-98 T -- - - _ -- f i t77 t F t k 4---tT t.. ._ _ C4S _ 1 { 1 HIGH I # t $ 1 - - --- . - -- _ - - - --- - - - - +-- - - - - _ - - _ r r t 1 r y 32" rH}C W�6" tLT�RRT fICK t t + f t - - - t - - r j T . o -j}- i # _ 1 t i . 1 , t y t ! f Q CTJ t1 /.� -.. -- d 4 i 1 1- 1 > t TQl - -'_ �_ , r +44 T N t t 1 - f / - _ - - -� -�- .. . d Y { 4 y i l t t • t. • ;... k 1 1 StR^ 1 Y r - _ t ,- - r -- - - - -- -- - - - - - _ -- - - -- W , cut- _J Ut- _4_7-- t yy. + _jjL._.-_ } Y a .. 1 .y{y. 7 i ••T. i ! -}}--- L M 1 t r A ♦ ! .... 1 T r a � 1 t' t' f � 7 L - UT t +t tt I y # 4 y++ h + 7 --ter - - - --t-- -- - . -$-- - -�- -- - - -- - _ - -- - - -- - _ _ - _- - - _� _. r ' ,. fi . . .C. - }}. .. . . . � 1. 1� 1. t.. ... - - ___i - - f # -- # r t 17 16 15 14 13 12 PLAN SCALE ALE 11 10 9 T.W.= TOP OF WALL (TRAPEZOIDAL CHANNEL) N LY TRACT BOUNDARY LOT LINE--, 58' SCE W 12' 26' 3' 8' 4' _ C Ty _. Lo SOUTHERN CALIFORNIA EDI so t /-- -- 1-14113 TRAIL � AIN LINK FENCE SCALE 1-=40' _. .__. - _--_,7 45 0 -i- 32' /" THICKNESS;-- I _?r_ 2% 1/ RIP�(�' 1 -- N - / S 3� TRA P 1 4 � - 2' 2' I+ -_ - - - N'LY 1<RACT BOUNQNtY N 1 r ,1 `l,. SEE COMMUNITYIL LAN 1 2 • ,o _ (DAYLIGHT Cllr) _ _ ,1.5 _.. _.. + N 8 _ __----' ID 7 O B o o O �j /_ J- $. 6" P.C.C. WITH o _ �¢2 �`L. k�. ��. - ,� - - �,�r� ^ EXIST. GROUND 6"x6" - 6/6 WWF Z 1 ® .�`G, .p 7h: 1 1� V �1 V �.� V ,oto r ; ' MORSE CIAfYON FLON • C _ Fv �. F F F _._ - _ /��- O1 CONSTRUCT 3" A.C. OVER 4 A.B. low r ...__ i - --•' _. _ A � ^ f y ao 1AO c� _ � - ACC ROAD �"1��$ -- _ - - ---_ - " -- ----- 1'�1 . t _ - -SE :- _. � _ SECTION B B x f W._.. ti - ' - m ----__ � Vic`' � F`' •. �c`' . �`�; \ � •, $ 13564 _. - N LY TRA N.T.S. LOT a Tit r 1 • "' - � - EOUESTR��4N TRAIL �n. v \ _ r 334 - -- - R. 1 .. - .e�.4i ir►b�rtt e9 Citty a►r' cotav� /8 / m r - 2.68' ET.J A� Q \ O Co PER BUILDI SAFETY - - CLO LUCE - _- --- - - -- .. _-•: -- - -- -- - >> DESCRIPTION OF REVISION DATE C TY RET. WALL STD. Z. APPROVED: d� ••7 t - _ CITY OF RANCHO CUCAMONGA 414 . Q _--'- .. 71U a --. - f � .r (I _ YT �� 0 �L� �� 2 "` ;'Ig 1�-- Q�oF Ess io `' �9.2INTERCEPTOR DRAIN AT NlY TR BOUNDARY v v �--- -�` ' 1; 17 ( c, v' No. 20596 • PADR AVE. �' CARRETT AVE. a Exp. 9-30-01 i �� r; *� ,* LOT C TRACT NO. 13564 COLONBERO RD. HYDRAt�.IC DATA 'lFQ` CALF APPROVED BY - DATE: SEE SHEET N0. 6 TRAP• CITY ENGINEER / RCE 0 4 53 �.�N �, • STATION TO STATION SECTIONcfs) n So Sf v do CITY OF RANCHO CUCAMONGA DESIGN RECOMMENDED STORM DRAIN CONSTRUCTION NOTES: UNE "K" 10+00.00 TO 10+15.49 , R-r 49.4 0.014 0.02 0.000505 2.75 0.58 ry CON•U L rime UNE "K' 10+15RF- INNING WkE (3.5' HIGH MAX.) PER GF;* 6Wi .49 TO 10+22.00 �,� R-r 49.4 0.014 0.02 0.03078 11.03 0.58 BENCHMARK NUMBER 10071 R.C. VDS7.•- *A. •ma � ® UNE "K" 10+22.00 TO 12+00.00 L- e• 49.4 0.014 0.0317 0.03172 11.03 0.50 ELEVATION . 1446.270 "�"a""� "` '„"s ® _ a-IR-r DRAWN SHEET CONSTRUCT CONCRETE TRAPEZOIDAL DRAIN PER SECTION B-B HEREON. 0- SET 2" BRASS DISK IN CONC.WALL STAMPED UNE K 12+00.00 TO 14+70.00 �•� R-r 49.4 0.014 0.010 0.03368 11.51 0.71 "CITY OF RANCHO CUCAMONGA BM 10071 1987" D.L. 26 °F 26 ® CONSTRUCT 1/4 TON UNGROUTED RIP-RAP, 37' THICK W/ FILTER FABRIC ON NORTHERLY SIDE OF HIGHLAND AVENUE 100 FT. EAST OF HANLEY AVENUE, CHECKED 20596 DRAWING N0. ° 1633-D ® CONSTRUCT CONCRETE RAMP 8 FT. NORTH OF GUARD RAILING S.C.M. DATE V FILE NO PROJECT Sl~EET NO. QF I:\32550\SIP\SIP26A 03-10-98