Loading...
HomeMy WebLinkAbout1681-D Q , —9ZI Wr , .v �, L♦ �0�Q. �C � � 0 � � r - • Z ., fill 11 to w Ww < U Q W L� Q Q n LU ''�N V Q "'6 ,•*•.-a-w.<, - ..„.y- ,�... ek.: a a .:., i- ,. _ «x. _y.. .Y r,,,;,;,_-• N e- C7 � m .. Ld CO i ,. , ... .�... (.� o O Z ;7-- r ; p w m � 'tr � Z I w LmaJ'J,1 '� Z ix lL 4 ,... , `t. .y ! '•,`• °.; rS'•ry.np ny^«2' +^n,y r.4# ..a .,,.....,. H F- W Z N< U CC N �'7'L T,3 J•.,,7e, !L, .._..y,.r•-«-.....rd,.,.y r.. y , , 5 ° 7 1-°Z <M- w U_ (U � _J LLJ W��'- O r O Q >z LICD 2� U O `y , 1 .:},fi.,......r. ,•y..,.,..J •.n.,,.<r.r ly„?,.. .n.«..Y. ,._ .,.n. .y.r. ,, I F.. , � U� _ y..,.x n r• -^4 L.L I—I 1 j , ....>;..;. .:w,,.,« w..»,P,., ,r,..,...r,9 ..aa¢,.......g , .a..:,...".. .W-•; ,.. t �I `1 t.., , u Y w � i v i 4 , 1 ; ( r ,•',i, •m�.a WS rC�r�, a4,., ,. viy.,.,. L_,,,.r,._ / / T . .-..�,.J 43 O L I I c / I� Z .f, vti. ...y, •- .w,+..a.,,. +.v-t v.>av � .<.. v - ,�° 4 /� i ��.y. ` 1_ `J Y 6 y ', ,- ,.. .n ..:, +..,«ivy ♦.•.r,. n y ,} . 'I Va, ^n - 'r r '. i '. 4 ? ` •.nt rnyy i, t `,.y,» .n{..A+.i4 +M.i.6 y.• �, .• M Y,n} W Z U) � O � W O LL � .{. ..rk ,�,,,,,}. �.,. sti+ .-<.,1,., _r..x»r , s. _ .•w a. / c �: ..,. / � 145' r U Z LL ,. i Y•r-i" v 4 9 T :.w.., R_,�..,,. ,..,:. ..{-,s•4. ...,.,w y n,r.q t.a.. ..y . ,,,,r,..�... . l l� H / 1 ._ " ` , , , i ' �•: a -j o-.. .;mow. r. w�/ �••t� .G �_< •�� ( Q U O O UA V/ n l o F- • CO 1 n y . • ` , r , t .. . t...,,.•y.,- ♦y.-rwwy.y a„a4,.••v..w.:•,•.+_t•,' ,.. ,, •. r , :° ,. r..... ,,...,^.�..•ww,f,........,fir..,...... _.,r. .,.w.}..t_ .. +.,.,p.«. .. ° I �1 (I O ~ ,f, k Or!� � _ti, .},..�, ... r:ia•>.. V,..y, '^"4'• �.,- w�.y -.•„+.-- ,., „. �- ..r. a ,.,t• \ � /}� \\ °� uN.Y � .-° I 9 v ;•. t ,-+..ar 1 " ~y� "e"Y' t....-.«y..,r-.w«, ._,,,.p ..,,,,•F• .. , ,. �\ � \ �-� � J m �^I eO ., a x W f O �� l ' „w.r _ , y t i .....i. `i.• 'a~ •w •-wr•..rw � w,.r �_ ,s. ,,r _�.y / �....r �"'�" s OD • ' 11 , 1 «"#' .y4.r.-r•, ... ....A. .....,.4 ,,,,..y,,.." ..s, r + ,!:...,.;.1M 7� wr .. \> � ' ...� ,� 1 v ` tri �'�ti t`L, i V , y I ry., .,�.v-,..-e.y.,. ..0-+.,r,...•... ,_:.."'yl'..,,., ,.....5 M ...-�.« ,p..,,n ..,2•.,..r..�,� � •ytir,.. , % � �' l s_i I f «•r .y.. / , Yy�~�` �� �- 1 . Af ; , : � t -,..w-•+,c a<. ., � ^;"', „kro� .. ,..'# .•.•ins-.•rr„ ,, � ._.{, .,,. .. � �. I �, V � .Z. � y �/ : //� 0 i _. r ^, ,,,::_ •.i s. ,.r. 4, .. ,..>.1-:�, .- -",r.� r" Vii- I � q _ � � � ���'/ �y � r � (V .f K i / I�(_7 / ` :,° y 5 " } '•^w.7:,-.",..� ,-•ram .�-p. � /;``, "�w � �tn �/� � � � R�� / // r�� l/ / /u_.J1 a . ' , !• .,'°`y"i r.,..T,dra t•Sr.,,..y,w ,_.y.. w,.r; wn•:(:..y,wr,.-rr• �. `\ ZFI 4-• '/ /'/ , • s•t..{ Y,p«,. ,.K,- .x.. ,. ....r h. "_, I ..« � t d • w � � ~,� � i.. '�., �\\ p yn' l` i, i' �'� v. . r , .-r " .*.• .q,y,<. w,,, ..».g.,-}.a....-,.-rr'�--w+,6,•..:,_yy.. ,..e+ w_�.... ' ., _ ,a' � I l ,, � % / / � / , , . r ', , ! ,r,,. ,,..r�., -.q .w.;,}..,....,...,".., ..,.,..r ....c.. •t .,.o-a. ,.�..,,... r. a F�.''� r � ;�l/ r r , , r _ •, ..�ry�_ 111 `q �'"` i " i ! , ''� "`T.- �� � y... ..v4 ...,-,.y. \ \`•' ~VAI� F 4 "!� \Y- �✓ / � r r , , 4 r \ O O ... ..+,...fir.. ...,t, „} ..q:J,., c ",� w , � ...7Y•1l� r. r ,.n. v F.,r,. I /' � y �. - ; ,,. r' wy•r•. r�•.t•ry-r _ ..r..}._. ..,,.,...�.- ,. ,.,.qw,, ' ,�.-y...r'e:. •,,;_`!�., � Y I - r', J \ � , I -^x r"" ......P. r..•.y.«{,.�:...� ,«,.:. .,-t.-....,,.�.__.{,«q•. -.�....ay,,..�...r.-:,.ti,.,.,-.r !"+ t � ,�� ° ..,J,.� � � � / �,� • i � ...-,.T .w e..+`•,p r.".h,,.rr-•...r•{�-. ,...k,,..•,�. .:.:�....�..� f .,i a.�.......;,.y.. ...,..q.:.«,..t...,..:.y:.,,.,,..-w..-,.,....,.......f..�.....: ,..«.� 'v ,,.,•,r-^- '"•4 vim., .�.„'rw .»h,»..,:,y�. ,h ,-.,.. .. r .. k t _ �. .ya_ ,.k w.wi ...�.,_ �.,.. .....,-+. �-• �.. _ « . , ...}..,..•«.Y•:...w,� w ,,._,fin „�.. .,«,.+.;,,,:_.:;; � r } x ; i 1 1 U_ ,l '' -fy: A •..n_,? .ry V..,_. •yi,lsr+y-, ., ., rt,. T. - '" ' .a-.t4,nrwr_Y o, • � � ' • ,� '.U-i J � rd -� i ! .Py. '..,- .r.r,.•..••- t ;�....«..`v-••.-.'+ri•^r j.•.,-+.!.,.-•r•.,•.....,•-.+...•..ti,...d n .n.. ,.,.....,,_...»w .«:w._ .. ..'. �i y r 4 ..'wv � Uu 1 ..5.. } ,-r.w:} .y .:yv-+v+w+,••+•1• ,-•-f-. ,r�r'rw .�.,,+.ql•...,.,,,f,...v,w yw,4..... ,.S•,.-•••ry-.,, ,,.y,....r... v , Y .... , ' . .r.,.. ' � ' 5 i F " '•"l vy -..ynr._r.f. .:-..a,,,, ,;•,y,,,.<,••• y. ,�,a_, „.,.y. .. _., r! •,,,.prr«. ; c i Ir.. r„ .a a ,-ra-- py.�..., ,; °„"-y^+�« ,�..,.eti ..fi....«..y r•,,y„•-„.d.:: r.,,c , i y ,•.k .4.. y.....r,,..a. ry.,r. r.••r•,�.._..�.,..•.:.... ..�,.r-.,.,.Y ...:c_a•,.••-z .4-, .,e.:-..«y,«,.. r i * A ..H•.r` ♦wfY -..,..�-,.......,t -..�, ,r•,,,,,,.y.r,v.,,_ } } 3, „ � C µ L y ' �t n , N 1 4 �.^_ «r•.-}•, ,w-wr....a..°. �.,,.;w,,,r_«•„i...: .. rr.,., ,- ,,.�.-._. .,"'"'4_'°^"'.4 ,Yy"_' .-.•I ...,...y,...... c ° , .rte R >-lr, t+q.w. .r h, «..Y.n r-.•r'•- •+..+.,..,,�:.:,.",•,rt ..?..j.,.,:�«+.4•»,. •. „n •. -.r+4' . , F- . r , `"s 4r'•• y• .>„t..,. Rr,^- w.np... ,' .-.,,.... ,. 4 ,_ ,� Q Z , I ..�:_,. y .n....;y .....,y-,y,,.,,q ...-..r.•rs r�4T rh ,.h ••M „-,..Yi.« w..# Z op 0 a o ...�•,..•.� r. "- Y w•ti•r'y + ..1, ,. ",y_ ...P..o .,. x__ r.n - + r IN + Co Z¢a U s ui �.., •z ,• r., ,.,•.s-.-,.•�. r,.p. ,,,.q.......;„y; a N N Cr) O Z a '^_:)"..--r-„7'v-r.,••p+••*'m,...-..•4y r-r.».,.r.,y ...:r,,.h.:,•..»....I.•w,•.•n ..,..»Y .,-•�..,^ {. •� ¢ aJ .: t ,�, ...,..;.�, a. a .�:, >ti,_.-r _ .«., .�°. ,•r:,...w ,. ” n•I LZ`E-768'94 .L�`E5 � al 60 E5=1 Cn O m m ' y y .-,,«. .�w.... ,,.. q•,y.•.,a. ..rS•gs•,v +Z.,....y q "�'r�� -�i �C. ....1-. «.a r..: .e t T } U '\ r - z ge IrO N ¢ z a .. 0 ' Z)J�S 99 9 � °..lb•52 � '� �-.-� `99'trZ .�,. ,c .... "#�Z O 1- � � o ss a Fes— - z o a i S Ecco V bb Z I m a •V ^ I N cc� 1 �..... .._ �i .EE X131 � £Z � Z ° s�. �h O 69 SZ 4 �o ¢ oa>- O o Q w CD o y y SL»i i a L-b'GZ, ' _.a w Li S W¢ 0. , 2109 Z�9L+t R, 2173 LO'EB+II Q� 17 1'LZ ty� ,L Ono 91 'LZ q .. > -cw<Jia ro � ui I[) .' � .�. www< y-..., Co 14)cr 1A. > '�O r P Q > . n � m ui m �AA !90' � ;� . , � ._ , « .. .r � O ^• � - o �a m h .w ...n. y . n I\ 80 � / G.} 9I .8I •:t Q Q�� v , by b ;.0: 00 Z CcC O II � F-:m ! . '1SN00 `�J39 ,�, .09 z z z z o cn ALO .g 1SNO J m _ in> O�W �L bZ it ❑'� X2109 9�'bB+Oi y2 � 0 0 0 0 o z C rJ/�lh ' _. m a2 m 1SN0 J38 (n v U p d V1 �' �? NO”] bb"t-B+OI i••ti3' �, .: �- �9 O O .�SN00 •939 6•`' � S • N vii � Z (lf bZ ' =i LA_ ate ,: � v �j { H ,.. 1 ,........ .rr.,... .. 1 , : cc O W z � v � �' v . ' ; , O } 1y , P • 1i : � I O O , O � V � W co o m cu ...� M OC (7 a r r r • uj W V Z � Z � � m v : , '� w ,� •..,, � .�. � W W W , � i i r ' A a.^YI ..,.w • -.. .. J ,r.,. •1r :. ... +b. r d a ,..r > U. W VzwO� y W o 0 0 11 _ Lu f •.- ..--¢ «.,,._ >-t.. .. - n •._,r. ,_;r., � _ ., � � . . .,yJ W.1 ,. 4 O O � � � � Q n7 R�7 N N 1 11 Icc. ... W �y I �LI y,« I r r , Lo ui 0 03 '° ,,..,•�r,,. .,.,.�« ..vw ra,. ....... .r .• r q Z W ? cc T�S oY3 � �" `� r.�-° c11i11v77 00 won= m .,M .,. ,. _ -. ,.y.....y .. .n.'.. _ •. _ ., - _,..r. • � ,., r r. ...y;,. .r w, ,_ _..,.,L,..,..4_.r.w.. • r, � � ❑ ♦• cq � � ALJ OOOO M l-9Z L 'N'f (� -7 I' .,.�.� p.:.�...,� ,W.� ..r.,.,...:r�! ..�„a,.,...Yy,w.. . .�_wa��..-.� w.r?H�.. .q..........¢... ..-..4 .YY, y.{...'}-.,r ....?.. --rr... _ .. ..b ,.¢.;.-. � ..i, r ., ¢ � • � � Z ' WWLaJ r (n O.•.1+ .......w J,,..v Yd-. .y,...... :�.,. •,. . , d v { ..,,,.[, «> r , .. ...+1... , .,. f.... _ ,. ,,+ Z cd \ y i o ..y, -..� O W ... m E Q � �, s �--as �. � � � ; . � � � a � �-- (—)_ -' o Q �"'� � o d: a: cn o Q ' • ,,Y_•r ,.i-" ...,.a.. .�. ..a. .>q, , rn,r' :,;»_ .i( , od YTw..,. k .� , ` In �n Lal N� _._,� :. w.4_ .,-,_ ., _ ., ,. ,........• V 7 ti.' � b U I1 { -5� ..^.•y �:,:1-..,, ...,.�.:.. Q::+,.• ...., r- ww.�,-. � .:}. ,,.,�.:. .{,...� -K., . - .� t�:. .. r e ...-t,i,,.. .. ,y.. � :.y y,, ,,,..j�-r.. � ' 1•wi, V .f Q cv V 4 :� Q' ,.rtYY.-:•t r... «L. r-,>1..-,rq.. .,..•-i' .., + .w�, w „y,..,. ,.y .w -. ..rE, .,.w .<.. ...b +•{- r � ^ O o .11 O V 6 ; y Ln H L.L V J Z W too-m Z ` u� Q ..,. ,� �.<�., 7-it�«'� ,,..-;-,..�., ,s... y.,.. ,.. w-o a« ....,.+,........,j. ,4 ..;.� .,.->a r•a.. , - ,,,�. ,.. i »..�,.. .« ,-. ,.. � ~¢ W���, 11.1 �� OcLz w H to " �C ' a � � 1 � � a N ASN d Q _ .. , � �' O W N r, Q ll,. Z U;, In p q �, �, 1 - 4�/'1� •�Z 1 L..� ~ J U)W .., r .«... ra,..y. .- "iV 0 I , � I O Z Jy/Uv m .,•.� '\lam L 1 I S LLJ _ C4•!t 4AO>Q a .4 s.W «-. ,. .> :�. ..w + .g:.. O\u : O ` ) (n Z a'In m: ` aan CC � moi¢�F �A. QV, � Q � S O!ff .U C1^1 0 1 M� La LL g v LU , r., ..n.,, - ,.;. i.y.._ ' ,..,... , .. � o v)4 I � t 1 - Q •V '�i ,.�,,.�1•. _. O � � � �J O Lr_ b a o t A 7 _ 0 to¢ J n ., -A- �., ,y a.... R >.p,. °_ .i .«+.l.. 7 «: /,.,•s �,„,.a,rA..,- a .:y_. .a,._,..,,..... t, > ..,r:..,...a. .-�.- r O 1 ., T_ _.w.p.> .-.s.�,.,.i,y f ,F....m•. �, ..,,},a v.,f _,>...�: ,:.x, ..wr:.; ..*.. r ,.y� .>.-.y n,. ...Q.. .9y:.,..>p., .i 1> .y.....•....�, b, .,,t, n ILn zz Im z CD . .*_,». �,.._.r.t:......>�,A,,,...«,E, n..,...: #>,.>�.,�..w..Y�....... >.,�,..-s.ar^-• ♦,• ..�. .y.. .v ..x.n.y,,,. ..: v ,y.. ..,,i. p. «r>, ( a. r�1� 0 Z (n � Ln l (, > L1 , , , A :.,,:,a ro- ..ar..>.:.:..>.r..•d +.:.�;:. .• ,--._,a..>r ry,.:.:' ,.,�,.o...wb ,w.,._a.;.r v,e.rr-.}�. .,r.q ..+ac.. ,. v=-,.. ... ,. . +a . . .. _ +d a ,> Yr.:- / „ /-L U • . t ! ..,w .-.,,1 ,,,.,, ,.,.«.w..-..y4 ..yy.,«.,.,,.y. ...y:.. ..,..p. .:...A r,•fi'. / .. _... w.-? ..,. v. ,.yc ...., .... EL W Q U I O IU U ;i r .•,�,_.-4. ...f y'"t .� � y. y «+«.±•:,..•ro ,•.�;> .� .,,.r ..,,a_« rrtw. :>a. r<. ..�, .� ,� .e...Y.J. .�r,,r � _9,.,... �l � _ � ( � { , 1 ,......� A.,..,,r<- e-„..,-.t .v_.«v -,.-y.,., -.,,, {,,.,yrW w r•-r ..�, «.,,{ ,. .d .+r .w.7, ♦, �;..,.. d �,:• . , ry O .-f Cl En IV en ►,1j w!in U (I .....$._.. . _>-..�.... ,+d,,. «•rrJ Y...,y w.r..•rr.. 4..-, „}..._..ra•._,.,,,...q.w ,.,..:,.., ...� 4., ...,,.r ..v_,-_r...�,. ..,. «-,.,�..,..« ..,+w•r �..,y .� Q 1� J m )y ' E f1n W I.IJ y'+� V O V y ,t...,._,q. _,+5 Y-rte--y^ «v..,•4 - y'.-,••vr1.- .....:. .a..t.y,..�,-...y.: :..••,•r,;-t-.I •r'. y,..h .. •,k`.. y, ,.Y.,.. -t ...., ...r. >,. e..rq�_ yr In Z w . f � Lj d� er 5�� O t ' /V'/ /°!'�b Ems/ `� -�•Y Y ?c 1 3d Q a. ' .y. , S. r Y d......y ...,�. ,v.•a^,._ w,. �f/.��/�y' �.y�y M __, - _ a.l.^ 4 _ _ \ ..•.M... ` / 4 Q 4,. 1.•. i/ + V Q.7�Y / W' �'fi 'i - %1/�� '.� - -� `�. � � q �y £Z N O v��f ;��j\ m _ to r cn o ti o w �d m (O ' A , ; I o too m :,Cu 1 ...o.?rY ,-..,- ....4.-y^,.,..�.'.#,fig. a•Ss.. .«_„a,. .T-. ,.,�..«.. 4-w r..•�.Y-rls,•,-'-"•s a JMY, � ....,.. .. v .. -.. .� .,„.T - - E OO Oln O <r!9 '� T ti ...w.,,.. w.,.+»,..a•.. ... .-Y,.,.,F,. .,.,,�,,....-. +,w.,.,.w„».,,..__..n.. .w.,,..,,.+,..,_,..x,, ,., .,,.�... _...y d- r••.•,i.,......,.�,-. �; . .. -\ ij 1 �m N 11 t 1 ANI �I''�1 r .,,� � � � � e, - ...,, { .._....; -,-'P r-.-.t ,.3_,._Y,.., ..r..>..0-.. 4,.r,.:: . _,+_.^.i_.....¢,.-r-.r,.-,...,.4. ...r.: ,✓,. ,.;1 "f � '.. •7'"_�� ^� ,` � � C> r : O O 1 .......-.4,.)_r.,r.... ...+r,.,w-.., ..a.._,«-•6.......,.y... .-r...Y.: ...;..,.,+t.Y....._y,....-•,t+-..,-wl�. v-,6 .-,w.�.......q:... _...._p ..,_wr- -vt.Y ... a.... .. ....c.. `l� .. •• !` , , ...t w r-+-.ir,. ..q .,.r.g v .E.«-.,,na .,y.�...-p.,l., .x. rL r+.,6...:•..+•},..r...r r t ` t ^-Y-ri'- ty aw.yy.w-w-'-• «....,.y.}.� Ti.ya. w�,... Y '�” "� \ / � �/ ` t � W , N „....: f ..v,,/.. .,,. .....y r .J•u ,-,..J,.... .:».... x, ••vY ,,.....{ .v.,�, .,.:,q,. ,..t. .. .,.:(. ,.a.. .._E� \ / ' 1\ 1 I V y a .q,.-...� w. Y,.,y .�,y «,,. ,a_ -a«, .•r �., , ,.,fes. ,>,�.,.,.,,� .,,.�.,.,, , ,w , r _.. w : :y ry �,.,._._ ,,.-..�,,. r ,--,.�...�.,p ,.y 2 ...,,._.r,E,...•..C..,.. y:....,.-q-... „�,, .f_ .' ` J f _ `J �->,..y � w - ^ �,y�y J ^ y, {:,.. r .,,«Nry w.M w w-r•,-•1"•^ ,t,T^.>.",yy,,. v, ..% } sy.. .,.�.._.,....W wyr-Y-+4w-r•,-.. .t.sy...... •...� .. r>..-. ,.w. .. a.,-.. -..n+�. �. •. Q. ,..,.�. .. / x C ,0•'t•+' �..,•�... �� vN•"'Y.af•p m,•f..vv„•,r;. g..., 5.4, .,•�,�..r m,•, tl-r+•6 ,«}K a ...p PQ•,Y.ir .•;..u..F4j .v�» nw p a O r � 4/� rr r•�.i �� 4 - _•- ��/�•/ '{/•�Y /��/� � }_...�. ..p,.>y,._r,w..,,,.,...,,� ,,,y..,,...,.v{,. .rt,.,. },,:-..r.- ,•?:.,,.,..,,.f,r r-�-;-...w �..; i•: .r^r� .�.,. ,..... ...., _ - - --.._ .___ _-�--._ �. -_ _. _ - t. C ^�IvM G - Y .t t r ; + , ..7.__,* r„_, .p.,.y... .r,....-t.t"Y1 „w♦y'.+.t•y-�»..y.,�.::, a„c-...w+. .y;.;.-...�....-....:•...,,. YY• ,�.« .,d .... ,.y,� ...� •w,M .,.1.., a-, w,.�. Y , L� , W _.,-6-•.,..,..E,, y... y.,.-....w� ...rr,,:,,..,.}. -r: Y-w w.�.-�•-rq•••,•.-.*-,.,..,,�..,:,:«,.,,,.,,,.,.y.,�._-•,,..w ,...,�,..y.,.:�.,..... ,-.:.,.y, w-,•y „,.�..»• ,. ......}. 5..r ,..,. .._,..,....., n•.•....,-;•.r y._.„,_«.A_.......� , ,.-•a.•„++ -:..,.>.,..-�.., ,',l.•. y ....,..,,.. Y..�..t,.Y ......a Y,. ...+,...... Ya. rt..,. ., ,wa. R ,..y-- F«,.•«+C. �, +t Ydw„-,"„} .,.4. .,.�,�.,w• _,,...:.rJ. .r.b-ry.w� :,,..,�,.,r•.•i.,•:..r-.w •r•ti^.++d.'-> n �,.n ,.y._, .t a* - . ..1 ^-- 'q - C ••- i 9 . ; � y t � pC..,._ r raw ,,, .:�i. ,..,.-x .,b.,_, 4._ .,.e,,.. .�'. a a,�. ..y._ .6 «•��y...., t-, ,..•i,• ...r,.. .�........... _. .cw Q..•,.>- .. � % . ,.,._.., ,r- ro,c.». �.:.,.,.,,,.g ,..y.,_;..,.y. .a.y,... �•«.,.,.' .r.:..,,,,.a ,..rw+•c., w»+>-na.. •q.;., .......t,^,.. ~, .:„•S• Y +r »{,_... ,..b,. w .. ,,.„i 1 Y.....,.,-� ,a.y-..., ,rA-.w'•'.V, .we,�: +^+.:.,1-..w .,r w.n• ..+,�,.....a.. .•!r , ,+.8.+r w .:..J.,....+>+r. �+..�__ __ d ...,,. 't ,„. "w;-r•,•J.. Sr..v-. ••,..,•.••�•+•.•y,.�:.:.-,,_„d ,..,..,Ar i. ,,,�-:..;.•r... „g.,., ,y.., ..,�.....,�•�•,..,._ .. Y .....,.� .,.1- (w OL Q] i +,..:+, .,.y. ro«.E.,....=a '.k.:.-,.�i ;S.. -...a.. .'�•,- •b,>.F.,7 ,.«-.,.s ...,..i �.�....a+••P. ..,.:* .V -,.:r. .s ,,:,,:.?-.,. 1� , rJ., _..wa .q,.:.,.w ;.,..,,.n,...r ,,,, .;.i, Q O ID m �O O If) Rl >l coi j j � r i I ~ ' q i 1 1 t x awl • {O env<fV mvm�•. !+~ N O j n .,,�-. .w -: s. , ♦.}y... }...,«."a a «{. ,.u.,.,..,,.r w.aA •,e•-• ._C .t >,i.. .,;... ., o .r,.,. LjjM M M T Q l9 , v.,-... v ..ww.:,µ,•,,,e.i,� ,,.«:p«..,.;.„,q, v.ow-.,dr.�.,, .,.F. A,:... .q.y,r.+-«ly-. ...t-,,,. ..,.{y._.: �..,,y,...i ....,y.e:._w=, ....k_.,. .,,,.Y...4•..:,q,...,,o ..,.t....:.vi.. ..,i. L.: .,.f� 1 �.. � W � W Q � ca 'K;r , t ti , 4•a,.,.,..y,., � .>wr.y,...M. ..c•-rt^wwF••�,�ri•,r�aYti ++-"rw-!-^-`Y"- ^•°4 '•.'.•7'•--w...,.,' ,. .,q.:, wr -„y.., ,w.. ._,,.�ww.ynrr�r>T wy. jr. ,+it,.. - ? H m i >•_.Wr. ....v., .,.,...,.,..7,..,...�^e*.r!•w-y •--•'"i.-�+--;gip -..;.,.).-,w-"',,..,...,.,�,.,_.+.,,:,. ,.:�....« -,.,f.•-;•w,i,�.•,.,. ..,.y"...,,...a.... .,.,.,v.¢-... , ..,. t ,,,r•r.,-.. _. .,,:. . ..-.,.Y. ,.•.g,.•,....;.. `-J iN..l,w.,�... Z y ,r.+-» !: >.,nqr„ .,•,..& .>..Q...�,,,�.w-«.a+s.,-,.y,.,... .,-, «y., .,1.«+, .r.,y.> r•A-,... r �w• ,r,..."� w ..+ .. �, ,., .. .a «. .,, >,..Y,.. .>.o-.a „•,.,.: ., a , Q W W � .. r .,,,,. ..,wi. ' ,..vy.,, .,,>2.....,,.ar v- r.rlr.„»,.*w,..-,-.w,,. w^.•c .. ,�_?, .>..a,.,..: .,�... ...,.a. :,� J -,• U) � 1 ,.,E.., a, +:,y.y`.. a. a-.{ h•..a,•>!i. d,.-.aa';.•••,. .. ... y. «•+w>.. .},. y,:.• ir .F,,. .-,. .. ..r,„r. ..i... .,,.i ANI a � ..p...«,Y>. 04.;.. >,4M..+r••+• ,,,,.,..w,•y^� .«.:s,...« A:y. y.w.r ,q,. vr?.- >.r+�_..�� •r..•:�i'+`.�.ti-:w ...,:� .,.•q. i,...;.. .a.. � �.. ,re....{.+,.,,.q •.,y{.. � .�•. �t r ,.....«.,.-.• ,,...-.r..r. .«t .r-.r.•-;•a+•�,-, ^-r•q-.-�'^^P",.. __.,.r,,,,„ .«.,�.t.�. a... ,,•..,.,..,r.�. �:.a...w .» ... .,.y..... .�8'. I�'. J(` � ,.� t••..a,t.,._,..,na.,..- .p ».i„r<.,_..,.>,.y ...4..>«wa.._,. ,o. ..y„ ....M....... .>..-;•�W ;,..., .....T �- ... y .«!.,._., -»� , {, •. � i .}.«s..�•„... ,�„ -m;: .*«&r ,.,P ..,.�'._ .,: ..r+� .�....».,.Y..,.w:s +•, ,^' ..."r>.a.» i . �. ,. ... ,,,.rs .,�--..; .� � 1: , ,.I..,..n.•.v41 •-7• .•.,.'ws°'S"`”y.A....>,,„p...,i.,.,•:,..�.,,.,,,...,�> ».,,,-�•. ...A..„ N: ,�,. 'y� ,. w... ...v.- r«-... ,,..,i....r.�.y t _.,�/u ."4 :� (...,:. fy..,.,-.w.,. e,.-'n.-i.♦ «....yri,,,.sr'y-I•.. y_A,,....-,+ o--._ .\-. r,-4,. y... „q.� M1.., r.9a ...i.,»,.»ry •, ..... .. :.,.. ,. I '1 ` , „•.,.,.. .aw•r:. �,. .,.<�.... ;.,._+.- ;....,;.b ,.�.._„� ,,; .may Y",” 1 / i r ..-a,- ., .r.,,.,p.. _ ,.� .a.:..,. _.. .. ..,. Y•J• ,.,1. {,� � ev I R) �" L ,_...y„ .i” +-.-�... �--,".»iy -.w,.>.-m -w-�•,.. �......y,. .,y_;w ...,.,;�..+r'a,S Y>'..,...q,x,>,.«:,1 wr.•....y., ,4 .,+�-...a..�. .,�-� ., .. � ...•..k -r«.w,� � f ., •. �.>. ..�..., _.a. . ” _ _. d-.....,ti:.; .�. .,.c .,-d_..... . ..r, . ...i,.«;a.4�. a ..,..g e,Y.: ,t. .: r� ,e , fIt ,r �� x+011 00 of 7 5) / N 31 d7 f � . '%14 , y -. , .4. of ,y,., G., .. ... .t ..y.„,.,y..-.. +.•1. J. ,,:,;; .. <,+:f• h...,«d,:...,-�. ., ,.,..�.,. _... .. .•�_ r 1 ��,,..,.,,,y,.,, .-;•w... r,+.-+•t �•.::..,. .•«..,,,,..,.., i..a- ,.,..+.o-.. .-•�4.Y ..8,...+.,, c.v._:,,..�. { ...i y, .. ..p... .,.V,,. _s .,,y.......,-v.a .,.. py r : I-N �I ` tip*tV) I .Y. s ,..>.... .✓,....off,-. s..,,.�_,..--t-, .t_ ..Y_"...�..,r w.�... J..t_,,9_ .+. >� ..,.,+.r�, a ,.a ..,,�.._,r _,...._ Y'....y_ .n ,..«.y...�/7a�� .. r ...�. r .. 1 4, C� Z �� ! � .-„+ i +.{...n.^,t w,'..q •• ...� w..«,T.k n.+..t....( +_w. , ..�[. .+ .. r.ti .d,.. t:..(, w.}",,.., + , , •5 a. .. .:. :. : ), W tIN1 -F ,,.y,.,, ,•:b o..Y ,..}p..row,- ,..p.. r .. ..} K-.,.. N «->,y« ,.�.,-....•1..--.-•+--+-••rt•. -...,.--,•f-.-•.+•.-r-"•►+-'-,•+i-.w ..:....._ _,.r• , ,.,aY. \�\J .,. '!`/ I r , [[A � (V� N t , +..w s..M,•..f•... � ,,e.n+-:.,",JF w "'S ,..y .,1_ C.v wadi.. .+s•.,. ..,�:, «.C.. w.s. „�_, Ye. �. ..5,..� w�t ..g.. .� �.: - � 1 !. K � � � b a N �,..... a4,.r/F,Y. w>.,......�r 6t,e,...a.,�..,.,.d.w.T p.... .,t..v"fie ..:-:• ,. n p,y....,..W.P ..w.,>.,.pa.o-.... .,...� .7,... . s ,_ . .. {f, yya'-��"� O ,,.. «-Y+F..,...- y rw -..p,-...,.,,, ,,.,...ry...,,.wx., i....,.+,r ,.>,....,,y.y.«>•y.+ ,..,r+ ,.•r ,.«..,y... «v., ., +.,,; •>.jy ._ rr:,..,,,�,.. ...... t { ^, J w 0 M � Q i Z ' C ;, .p.,,..�r.�->y,...{..,.r,n ...{..,-Y:.,Ta.<....r.,t..,y,y,..,.,. .,. r. ..y..,d. .«.t... wM. •rM...-,<,w,,v a...y.,,, ,.,.;.., _k-.�,...•w.. ... .r•. ....t;,,. - .,. , L , f Q-S IM > \ n t .fir dV� 4 b � r ._. Y.,,,,.y >•,nw} ...;.>w a, a: ..� .,..�..,,., Y c.gr ..o:....„r,r �.,...• -r •r.., ,� E '• d� r ���•' J, `+ .r..__ 4�....,.-. -�> «,,,..� .o-._,,.>.-� .y:_, q,. .wa+�...wf► .rr.n..'.+L � � J� � .M. • �,,�-._�_ _ �_�— •.�- p - V O w 8 l � N 4 . _ n Z • t i S ' JZ1� 1 T7►filf� / N �'[� w : r' �g4 7Z _._^,... > {,,.,_>. r„ ..e, -••airv..•.,.�•.«r v...{.... ...,.b:- ...,�..... .Y .+•,f.......y"........5. «r r. .,�., , ..,,.w,..«, .,a.l .,..v:.... � ,...�...,....vi.. .. , , � �, w , _1� i V \ � V � � v > \l \ 4. J h, v : ?-,..:,^t>r..vWd....,,..+.d..a,.r+r:..._R�.,r... ,r,•;.w,...:.,..-,.. ,..�.,,....,-a, .,..,w•.,.....a,.>..,w,.y.,..,.,.:,.,.w...�•.,-,,...o-e..,_>., .. .. .,. ..G"... . , ...�,,., ..,kyr.;.. ,._ ,. ., .�,� I _� - ' t �;,..: a..a..,....}... ...y,,....Y v.r. ..,..y.,...,�} w..-i,..., a,�:._.,,. .::._.,...a•a. .....-�., �-,t :,< ....J.,. ._yY,_.v.-••q...,. _w...:e, , ,., ..,. ......- .. y..:. ,..,e, ,- r .,, __V _-+--"■"'.�._ � i' y.- , .�y,,... .......,�... .. .Y,rS,..,..w..-.n4•:............ ...y...w. �,..,.:_. „g.. nb •k' , b 1 n,_,., r.,...,,y,.. +ri•'.P,rw, ....•...... .,.,„µ..> -0:...,,...r ..,...,_,w .,._.w/,.y..r .,p..♦ r ...:.. ,. ♦ .Y+. >.. :. , . x .,, � n „ ,..r....., ., Y, �,. i ....,i„«wx.,.v..._v..« +.-....>} .,.....:.r.k-�. •._.,:..,•r.:.>..-: ,r.'.....w ,.q. .., ,e_,,...w ,...;y..,r.,ted_.. .....1.;.. .. ,..._ .. ,... ,» ... , .. .,, P.�.. -,r' ... « _. .» ,.. • •`J w 14.y,,.. .,..y._. ...ne-..e,wa-,.Yr,j.--:,«, �„•.-»„p,ra,-Y-... __:.....r...T....,...,�....,-,.s ..,,...a...,Y.,.�.,.. ,. ,..Z,.. .�.., ,.t, ..a zz I .,:.-...y.,�....>,.+✓h....,w5-r.�.u.•4,.....wy......,,f...,_..vvr., ,4..,...n <,......,,.,.w.r -..}r r....a,r•vaa,•y.., ...,e ...wU.n... , r .... • „ .. -., , e. ,, ... „ , ,v-b ,. r. .,.. , ._,.,..,.. i f i i ! i I i 1 . i i i I i ! I i i { i i I I I I i i ! I i w ! i ! I i I i i I 1 I I 1 i I a i 1 ! 1 ! I 1 ! I ; i i i ` : r i d { i r } � , ♦_ + + � , , a . i tt t . t ♦ � y � . r { i . 1 a ! � l � e _ d .' ! � _ � - � -+- + }. .' ._ n a . i- s ... �., � �_ + {. } � � -+ - -+ }_ -.._.I -} f - + _ 4 +. + �- a �_ .� ! I{ I s i i 1 t , t l.. ..t- - .- I � - , 1 1 t ! I 1 1 i : I ; I I I 1 : I I I ' I j 1 I , I 1 1.. +. ,.. + t I I I i : Q t I I r ._.-. _.._ _. -..-.. ._._-_ ..-_ _.... -. _._ _ _._. .. .._.. __.. ___. -.... .-_.... -__ _..__�.. ._ "-. "-_ _... -- -.. -__ __ -_- ___ _ .... ..- -. -.._ -. _. _ ... - _ -_. _.._ -_._ .. _.-. _. --. __ ._ __. -_ ._. ._. _- .._- -.. .-_ - _ _. -- _.__ - --. - __ _ _ _.. .. ...... .... ._ __ .-. _. _ _. _ _- __ ._ ._.- ._. - _ .. _. - -- _ ._. - .-. --- e r , r r t : r ; I 1 1 , , i t I r : I i r � i , � � 1 � � � ,• � � � .� t � � � l l � .� 1 � -t i , -� --. � 1 � -� � 1 ,_ � 1 a l . �_ � � � -� t � � _. 1 _-1-_ i -1 � -+- - �. �--�-.! _� jI- _ 1_� I- � _J � 1 -� �- - -!_ -�.. _t___t- - _,. � _ -i -- ___._j -_ � � -�. _a �_ .� _� � - - -� _.� -� �- - .1 - .__}___�.�_ --1- 1 _�__l_--1 - � _--�-_,-� -�--- � .._ I I i , = II ! , I "1. i +.. i I ! I ! i i I I I 1 i + , I I I , + I ' 1 ! 1 I i j ' t I I I 1 i i ! f I I 1 I i 1 I i 1 . -1-- -. ._ - _. .. _+--..�_- a.. _ _i- - - �-- �-�- ---1---- -- - - - -� - - -�- - --1_. _� _ _ ._- -- - -- -- -�--..$.... I 1¢f J t ; , I h , )F"- `L ! I t r , ; , k f k t t , 1 t 1 -� + l i 1 1 1 I t i 1 j I 1 _�. I ' _ +. } ..}-. i _ , 'I- _.1 j I . I f i l 1 r I ' i i 1, : I I i I h j 1 f ; I 1 I ( 1 t t I 1 1 1 1 ; I I + I I 1 i I 1 . I ! , I Q J . I I 1 1 I I i , : 4 : r I i , I I t + I I ! I 1 I i 1 { ! I 1 I ! i _I. 1 -I. y I + I i . ; • , : + 1 I , . i , . . _. ! j. -�_. .� �- -_� !_ -!. _1 1 !- , !.. �. - -- a- +- -a �.. � . �. -+ j }- ;_ a. -• - �- 1 j , _ - l._ + -f i , ; r I 4 t - i { i i , 1 1 .. -+. _f_ i i ..1. I t -1., .-1... I _ .�.. _. .- _... I I t , 1 ! I i T{! = i i ! I I i I ! I i I I i i 1 I i I f ; k I I I i i I I I , i , I , i ! I I 1 ! I i I I j E 1 s I I I j I I f I I I I } { f N I ! I l I ' I i I I __._ __-_ _ _ __. _. _ _ _-_ - - _ __ _ _ .... .- _ _ _ _ - .- _ _ _ _ -- _- -_ _ - _ _- _ r _ _ -. - - -- _. _ _ __ - - I t + ? ! d , --1 + .{ - Z , : t 1 } 1 1- {. + + 1 1 } - 1 a ; ! ! } 1 1 + 1 # 1 �. 1 ; �_ - I! t I } ! I I ! { I I } I �t1� i I I I i I ; I i i ! I 1 I - i f I ; I I ' I ; I i I I I I ! I 1 : i 1 ; I r : �� 1 ; ' i , 1 I i I _ ' ' .. - ' j 1 -- - - - _. I -..- - I .. ' I 1 I j I t I I _ ..-- -. -_ __-- _ _.__ _ _ ._- -- - __ __ -. __ _ __ - __ __ -.-. _< _. _ _1__ __1 --- -- - - 1 _!__-- -_ -. _ _ �_ -_i - _+_. . ___ _. _ _ _ 1 - -- i i 1 I , 1 ! , , t , �1 : - r I , I -1. .� .l_ ,I , .., I _.-�.. ..f I _, '}- I.. _. , `•. -j- - t - -`F-- -4 - .� ._ ' ^ 1 « , , I r I I I : 1 I t « I ; + { i r i I I l I I 1 i I IP 1 I ! I I i I 1 " { 1 i I I _ ..# I I r I j i I , , i t I , , ; I ; : ri , , iI .. 1 i I 1 I I I 4 1 I ! j o i i i o r 1 1 > ! 1- t 1 -1 ! I , � 4 -1 - I- - . . -- - - 1- a - I 1 - - l �- �- -I 1- 1 1 -� -� - -1 i_ , �_ k-1 _ J -1 i - - - -1 - j -A-1-1-,. i 1 J [may-rT- I i I Q i i t I I i I I , i , I 1 + ` r r i � i i �}�. y���-+� ! f k i + t i j ! ! i I I t ; I I 1 J i i i I - - -. - __ _ - _ _ _ _ _ _ _ _. .___ r H __ _ -- - _ 1t 3 U YGR PIPE _ _. _ 4 + f 1 ii } I I , i + I I. a I r t 96 a - } - - + - f -� 1- 1_ 1 . _ I } r } I t : ; , I I i I r 1 t r I i f I I I I ,� i I i I- i 1 0% I I I I i I 1 -- I I -� 1 ! { I i I 1 i I i , _ : � 1 ; i I I I 1' 1.. , -r--`_ w80 0 UTUR 3 RCP 6 _ _ .. . . i , - ± q . L , . -f a - . - < _., -. .. . d ;, _ , : 1 /. i k -� t --� , 1 . t t f -i A } +. - . - -1. , _ i }. : , .. ,- . : n . . I . ! i : I j 1 : , r t I . , 1 I 1 i - I l : ( 1 t , I : , r 1 ! I i I I ! I I I I i I I I ± l 1 ! I i I l I I i I _ I I 1 _ I ; i _ i I _ _ i - i i : 1 ' - - - -. _.._ __. .- -- __ . ... _ __ _ _ _ __ __ ._- _ -. _ _. _- _._ _ - _ __ _ -- _ ._ - -- _ __ _ - __. _ d i- a 1 -i . i. y ; !-- 1 �- . - . .. } _ ..i .. - _ _ ' ..r.. .}- _. .-+.. _. ., .- _- -. r._ .- _i -a-_ _ __d... _ l-. _ .. _ r _�. _ _ ..�-.- ,�.. .1. _-�.. _ _ _ _ I 1 i t -� } } i. i }- I -{ . 1 4 ..,s.. i f- I 1 - .�. .t t 'Y f. .. {. 1. _�. ,.�-. _ -1.. . -. . .- - - _ -.�.- , r 1 . I r I , .1 ; , I I t , , t 1 +- , i i 1 i f - { {i , - � I I ! I ! ! ! < I I i I } s I t { " i i i , I i I i I i i I 1 1 I 4 ' j i t I I I I i I I t ! i � tty t t : 4t I I T{ I , i .. - _ -. -.- --._ - . __ - ____ ._. __ ---__ --- __ __ ._. ---- -_ - _.. _.. -. .... -- _. _ ._. -- -, __ _. .. _ _ _ __ _. ._ _- _ _. __ _ .__ _ --- -. - 1. _ __ _� - .. --. .._. _. .. _. -_ _ ___ -' -- ._ -- _ _ _ ___ _ .._ _ - -_- -- : , i j r - - -� _ - 1 - - -l _ 1 �- � _ - i ' - -] i y' ! 1 1 I - - 1 1 ! ' i i i; I I 1 I , I r + � 1 1 I ` 1 1 t I ( 1 i I I I 1 I i I I I : i ; i I H L ; r I 4 _ i I , .� . , � -♦- � a 1 t � z- � a , . 1 _a _, - � ----I-.- � .�t �_. �_ s a I_ �� --- �-- --1__� _� --�---1 -1---1 -i - � -�- -�- -� ---a-- �- --� i_ 1-_+_ - �- - T .i-_1-�--1 _..i ,--I------- _� _ , � � � ! 1 I i i ! I I r � � ! � : ! � � � I i � i I � I ; �- ! I -� i { 1 ' I � � I i I ! I i I � I I , I , 1 ! I tX. 136. R' P , i I i OiY I i I i ► f 1 i I I ! .1-__ ___ _ _. _ ._._ _ _ .__ _ �I __ _.. _ __ _ _ _ -_ -_ _. - _ _.. __ _. _ _ _ _ _ __ - __ ___ .._ _ _ _. _ _ _ _ _ - } 4 I• .. - --+. , , . 4. .4 ._!. a .- -.#> t. s _.} ,.i. .. i ,. . ;. _....�._ _ .�___- ---i- - - --�-- - __-k-.. -- -- --�.-1-- -�}-_ _.i_ .-4-. - - --�.. I _+' i 1 « i 1 I I I I I I r , : : , - _ i i I i I ; I I I 1 1 I I ! i 1 .:- ; , , I 1 + 1 t 1. I �� j I 1 i ( ! I ! i I i i: , I 1 I I I I i ! . f ' i I •�1_ ; 1 I , t , f I I : i t +...- I I I I I i _�.. } I I I I I I i 1 1 i I I ! r i , I I 1 I I I I I t i I I I S� I I 1 1 I I i 1 I ; �/ } I I , I T - _. .. '-.. -_.I _.- - - - - _- -- _. _. __ -- --- -. ___ _._ -__ ._ __ _ ___ _ k _ _ _. _ - _. ___ _� .1, _ _ _ -. 1 J _ I - -_� _ __y - ! __ __.�- �e, _ _ - t �_ l 1 t_ .� �_ 1 - - _ t�_ 1_ _ 1- 1-__ L -t -1 -1-- _- _�_ _ _�_ ___t I � r + - -tsb2 _� _* a1 - bj , I + - + { _+1 I I j I = : r - �- ! � � I i I ! I I i I I 1 i ! i �- I I ! I I I I .,- I I / I t i I I I I 1 I i i 1 i I 1 I ( I I I f I , : 1: + I � _t__ , i . � 1 1 , iif7 , -� !- -1- � -k -�... }. . � I �- I _-�-- � ._�_ �. �-. _� _+_ _•�-. 1 1- -�. �-.�.. _�-_ _'d"_ -�-- -1 -�-- �- _T-' _�_-.." - _ �- ..+_ i t i ! t i i r , ' ! �.. V -UV i " r 1 I .._ I I t .. _-�. I t i I } I 1 ! I , , i t I i I 1 I i N { I , ! i , � I i , i V I ! I _ __. - -. _ _ - I - .. _ _ ---- -- _ - ----' - _r - - _ 1- t + � # � � t 1 a � -1 I. 4 ! -{ 7 � � �. { ! � 1 4 -{ , 1 r _t_ � -.�- + _ + � - .�._ .j_ � _l-. _ _�-.�. �- I_ i : { i I t i i V � � � ! i I I I i i j I i � ( � �� I f ' , I � ! f I i ' I ' { 1 i I i I t ! I I w a_ ( I ; t I I ! p. Q 1 G. i_ . � n w : a_ i j _ _ I LV r Z d i .-� i 1 i I 1 i i 1 •V 1 I 4 I I ! - I * � I 1 1 3 !, I i 1 I i I i i W i { i ! f i 1 I I ! r W' I w i r0 j I ! i ♦� ! I 9 , I j i , ____ _ , -. _ -. 1 i -- - , - 1-- i - - -j - F _ _ J - - i I I I , r I 1, : ` , 1 1 } r r f r � � y � i t � � } � ,Q r i � { { � a- � 1 t .� ---1_ j . �_ _�. ;_ I -�_ -�_ 1 } I -+ I _� _} � �- __-1 -1 . I . ^ ` - _ 1 1 4 f ' } r i I / , , , , I I I 1 ! 7. ,�- .. ; I i -+ i , , -__ i I i I ; 1 { i ;a I j ; l G z i I I I I I I I i I 1 1 I I i s 1 i I ; 1V, i I I I ! i _. ._ _. - __ _ .. _. _ _ _ _ _ - - __ __. _ -. - - - - - - _ - - - - - _ _ i I - - - { t t J , - a 1 -i , I .l � 4 -+ # �- -+ - --}- 1- - -•-- - _�_ _-+.. -� t t. l_ . ±_ .1-1_ � -� 1 ! � � � i � � - -_ � , i t 1 , _•� !- -i- -t � + i i � ; � ! � i + _ � I i l t- -t -� � - +- , - ' S5` , CJ I I -+ fT I � i- �- -� I � - I{ -}-- - - _ `_-. I i i 1 1 : �: « I I I I I i I ! ; .! I i 0 I i 1 } > W I I I I i I I I j I I I I I 1 i I i I- Y I I i I I I ; Q{ a ! I I I 1 i >! z I I i i } I Z } I f I I t ! i I 1 1 , - { I _ __. _. _. - _ . , - _ __. _-_. __ _ _..__ _ _ _ _ _ _ _ _ __ _ __ -- _ -- _ _ __ _ _ -. - i r I , '� 1 � + � - � ... 1. :. II ; , '� t � . `i , , d � , - .-,. ♦ i _-., a -.J ! _.,. 1 +1,., -�- + ! � 1- t- � -� � ---� 1 , f , �. I --... , .�.___J_.. _. - - -.� --1.. .-�. -�__ ...,�.��.--�_ --� - - - - `�-. - --�-_-�- -!- - _F.. 1--- - .-l.. _ ..�._._ - -. --1---- - ! 1 1 I } I ' I i ' z i I 1 I i I I i i f : , I ! ! 1 - t I " I ! �; i } 1 , 1 i i i i ! } i } ! i co I 1 1 1 1 1 I ; i I 1 II , a0 + - - - - + 1 i } ! ! k l 1 , ; 1 3 i � t k } a 4 a � � � + I - #.. �! � � 17 ; � a 1 �. +- _ � $ 1 i . �D 1 � � t � � f J + J, - �. I- �. --i - 1. T-i.. - f} I i ; , + ! I - I , f I i i i I I I 1 I 1 ! i i O .1 ( + ! ! i + T ; .. .. _;- I - , I _ ' _.�. I ,�. > I I M of ! I 1 ! \"J i { I a I i « i , 1 I i I i I i M i O 1 n I r i - i i i a _ • - - - - - - _ - _ _ _ _ M II -_ _.. } } + k t I d - . 1 ! ; tD (b fi + 1 1 -+ t 1 , 4 I 1 Q 1 k J I + S�.T 1 1 } i e 1 t P I ` t f { d_ j - �. _ 1_ + !. I_ . �_ _ - 1- 1 a }. -.t __ . -_j_. _�. }. 1 - t t I I I I I I I , ; i i , t i ! + M I ! + i , + I I , I i ( i I I 1 i 1 I e-i ! i I I i i i 1 I 1 i ! 1 f I i i ; I : 1 I 1 I DD + M I M; ! I i I I ! : I I I I I rn I I i : _ i i � r : I 1 . � ♦ # 1 --_� -l. ..y--' ---� _.,.r. _ �_ __-_ _._.,.... � s ._ t -.� ♦ � l � ._ �.. �-' -r � 4 ♦ .4. 1 _.} ? } ♦ . � -+ a 1 1 �_ r,. . {� � , ._ 1 ♦ -.� � 1 i--�- � _--�-. .1. d._ -i- 1 ! k � � �� } � -�--- - ._�t- '_1�_"- .-�-. __ -.t_ "'�-" -� -��- - - - _.l_ _.�_ -.�.. _ - - -._ - _ _._. 4 _ . I i I i1 ! �- 1 ; 7 i i , i t � :u� , . I r �� + M i • I I I " ' I z � t � � i � , M �.V � 1 I , � � I I I � 1 I -, I _.�.. I � I •.�-��. I .�_ .�-_ -'t_ _ .-�- 1 - 1t --'�' .i- i 1 i I i I i + I ? + � .+ .-♦ I I I i i � i I i I { I I i i 1 ! I 1- C7i I 1 t I i ! 7 1 rn I W : ! ! I I : I : _... - .- --' --- --- .- - -- --- __. - _ - -- - _ - - -- - _.- - _.. _ _ , .i_ i. � I 1 1 + t } m + -+ t + t + { i t. , - + f + -� i I t I t i i , 1 1 i 1 1 1 I I I,- I I I ! j I i o rn i , I I 60NSTF�UC 315.9b L� 1 i t I ! I I I fi. ! i I f i I 1 I I I I I I i + , , _ ! _ - _ _ _ _. _ _ _-_ _ -_ __ _ _- . - _ - _ _ __ _ _ _ _ _. _ _ _ _ - - - _� -- -t l - _l 1 1 - } ; } _ a 1 ; d t , , ; I . � + ! J t I I 1 r .-4- -t + - �- } 'II{fj - . .I - - , - 1}` - -t - _�- ._I r-- 1 -- t _ i - - -t - � j1 -. ... - .. .- _ _ _ _ _. .. 1 I I I ( I I I �r d I I I 00 I I ! 1 I I I I 1 1 f e . w i f i I I I I 1 I I 1 I I , i , I 1 ! i } i ./•. V I I i i I i I 1 , r/ I + n M . Vloo *r r ONSTF2UC'T 233.23 :LF ►�' . - _ _ _ _ _ _. +- 1 : i. 7 , .. . , + � : e . e .. <.. <... . . i v t -, .♦ t , 1 -< , . e � e . .,. f-. , b < s > , -+. .i . _.t_- i.. s a -, 4 � i- "+.. �_ ,,. .-y .i,. +._ +. p �.. i.. _ s- _ j. y.. .♦ -!. �. _.i. _j. .!_ ,.� ...;. .j - �. + Y r .. .. -,.a• I i 1 ! 1 i I j w I ; I I 1 I I -; : i I I I i I I i i _ i i I I t : , II f t t 1 , d- t 6 .RCP 1250 D + , 1 a + -1 } + - ,- . i.- 1-- i } r t I , w r ! : , i i : i I i I ; , ! I �" t i , I I 1 I .; I I � f 1 f_ .' ._ 1 jj .1 I 1.. ! I I I ; I I I i ! i I , { ; : 1 i 1 I ( ! i j ! i i i ! i I j 1 . I _l - _Tf 1 I .�- -# ` I t t f _ I I r 1 ! I i I , 1 I 1 I i I i I . : � . i i i I r - _ - - _ _ _ - - 1 _ - _--_ .i 1 1-. _ .1-- i- _, 1 l- _ f I ! I ! - 4 , i - ' t 1 - .. 1 i / 1 . , + 4 ! t q a a } ♦ I -! {- 1 } 1 1 t !. ._y__ .1- -� - - - - -+ a-- f - t - �- -+ -- - k �- .�- -1- -{ t-� - - .�- -- T r I 1 i i i i ! I 1 i I77 )1 I I 1 f -r i� I i ' I { I - ! i ! i i ( I I I ! I I i i , i , I I I ! iL ll I I ! I 1 i I i i I I Yi I 1 I 1 , I i j �j I , - ! ' f - I I i t } f _ _ - -- _ ._ -__ ____ _-_. - -.. _ -- _ __. ___ i _ _ __._ __ j a _ . _1___ _ -- _ _-_ + , } LDCATION RIOR .TO :CONS RUCTIbN . , a I I ; + ; I , J ! , l . 1 1 1 1 1 1 4 I 1 + 1 t � ; i- - I ! + 1 �--�- -+ -.1---t-AL 1 j- 1-- a_ �.. i i t i I ' J i i i ! f i i : i 1 I { i I f I .. I i I 1 I : r I i ! i I ' I I ' I I i V 1 I I 1 i I ! , 1 F r i , , r , , - -__ _ ... .. - .._ _ _ _.. ,. - .. _ __ -__. .__._ __-_.__._ _.. ___. _ ._ ,__ .-.. __ _.. -... _. _ ._ __ _ _ - _ _. -. -.-. _- ..- _. __ - -._ _ ._ _ - ._ _. _ .. _ _ _ _. _ _ _ _ . - _. _. ___ _. _ _. __ - _�.- _ - - .. - _ .- _ I 1 i 4- + b4 -.1 .y- 4 -- -"'I- - I_ a ♦ _ ,- o , a , , . _. fi a_ : , ♦ -R- _ -_ - - -d ,. .!. t .�. -1 .{ , , 1 # i l I b- ♦ I i 4 1- �._ -t -1- .J-- _ - _ - __} --_ _ _..�_ �_ _+ -*._ 1.__ �_ _ _ _ I i ! 1 i I i I k i I I Y �. 1 i f i 1 i I I i i t t I I 1 1 I I I i I Y i 1 i 1 i I i i ; I I i 4 4 I I i I I i I I I I i : I _ _ _ I 1 _ , � 1 i 1 ___ .-.._ __._. ..__.,.___ _.._ -_. _.. ..__. -. -_- _ _ ._ .___ ._ - .._. _. ._ -. .__. -. _ _ ._ _-- .. ._ - ._ ._ ._, -.. _ .. ._ .. ._.. _ -- ... _ __ _.. -.. ..- _. _- -.- _ _ _ -- __- - - r_ __.. _.- _ - -. --- ._ _. -.,- _-_ _._ .__- -- _ _-_ _.. -- - _ ._ ._ _. _.. _ --_ ---, ... _ _. .__ .. _. _. , , ; ._ ._ _ _ ._ __ __.. -. .. ._ _ ., .... _ ._ -.__ b. _... _ _ .._ _ 1 } 1 1 1 ♦ 1 1 ._ 9 1 4 1 y a- I a t I -1 d 4 I- a j. F _ _ !.. _ }'_ ` i }_ - ._ _ 7. 1 ____ _-A 1 -,. - fj }. ` _ _ - -k t_ 1- _ +.- - A_�-_ t I i # I I I I I I t ! I i t } I i I r 1 I : t I , I t I { T I I i F {. ... t -� I ._. 1 - I 1 I I I .._..- .�. .�.. , + I III r I : I I ; ! I ' I ' ! , i I I I r , j I ! ! ! 1 I 1 I I I i I I i i I 1 1 ! 1 I i I ! I I i r T� f I . f _�-._ _ _ __L ___ _. .-- _ _. _.�- -- a 1 1 1 1 ! t . 1 t a 1 } 1 } } + } +- t } + - -f- } �- I -r t I I 1 { 1 + ' ! ; i i i 1 ! i i i i t j { 1 : I I I I I i I I I I i I I I i I I ! I I ; I ' I i I i 4 I I I I t 1 I I I I I I I I , I i I I : I I , i i 1 ¢ t 1 L i , # 1 } J , 1 4 } t + � -{ t } + -I { - - - { I - } - } i t. _ - I 1 ! i I } ; i ! f I i i ! I I 1 ! I I „� ! I i I I t I 1 ! I 1 I 1 I I I ' J 1 i 1 - __ - - - - _ _ __ _ _ -- - - - - - -- -- - __ - - - --- - -- - - _ __ _. __- _ _. - _-.. _ - I ! .. � 1 ,, .. .. .. ! ! i . i- _. 1 _i - .-!. _ .d ._ __ _ _ _. _ ._ __. ..-�.. .I. . _ _ _ _..t.. ..4- _` _ _. _ _ i. ..�-. ...� ...L.. _ `` {{ -i... �� i - - -j-- - -- -- - - - � � J -1 � t 1 � 1 � � I I 1 , � -, I � L � t � + � , , � � � N4R�Z 1 40 I # � t -�_ -� � �- -� � + -t -! �-. -� - �_ --�_ .� .� 1- -i- -1 . .�--! -�_ � 1 �_ -� _; � _ �_ I I }f I -I i 1 « i , I I i : I ! I i1 I I , I , i 1 I I ! i t -� - ! I 1 _ I I �. I .- .. I ' _ 1_ I i i ! ! ! I I I ! I t I ! ! I { I NEf2T 1 "-' 4'i ! ; I ! I r i I ! I ; i 1 ! I I - I ! .. ! - ! PLAN 1 "= 40' 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 SCALE IN FEET �7 / SCALE: 1 " = 40' 0 40 80 120 160 , J EX. EOP E CITY LAN I DAY CREEK BLVD., I SHEET 6 OF 39 / 26+74. � - �_ __74/_ �� _1� - EX. 96 RCP -� - - - - - - - - - - - - SEE LINE A, MDS STORM \\ �;! DRAIN PLANS, SHT 3 OF , 36' RCP 3, DWG N0. \ DAYCREEK -- __.._ - - ___ _._ - _ �'\, �- - -. ____. 4EEE� TRTIMP. PLANS _ _ ___ _____ . , WG.. N0. 1665 -- - - -- -- - - 4 -t - ,,.> - - - - . t-- � _ !- - - - - - - - - - - - 1 - -- -- - - - i '` C�` �'f�. . . ice \,\ I - - s ' - - - - 27+69.18 LINE A . -II -1 . - ' . . . =1+00 INT LAT. "A-1' -- ,1i � ". •,: + • f � . r t -.:i.� -------------- 4 -- i_._ -._ r_ -��_ I DAY CREEK BOULEVARD I \i �I ,- __ . . �_ � _ ---_- __- __ _ __ _ _ _- .o I _ ,i.. �.' . . . . a I � \ I I 1+35.57 END � z / 1+68.50 LAT. "A-1" BEGIN RCP 0) I =1+00 LAT. "V-1" 36 s.oe � N LATERAL "V-1" 34 I � N 41*12'45"E 1 361+87.63 LAT "A-1" ' U' I . I m 1+19.80 LAT. "V-1" 1 I =1 +00 LAT. V-2 END RCP ! I 34 LATERAL "V-2" / ! W=3.5' 1 i i N48.47'15"W I 12" DW I I SEE TRACT 15875 I I 1+39.60 LAT. "V-2" I 1 WATER DIST. PLANS j END RCP 18' I.. . .. -- I I I W=3.5 C I 11' , . 11 _ I C") 8 O + 2.26 B.0 1c5 1_________. ! 20 I w - i _ - 8" ss "O 32' O +°° +; DESCRIPTION of REVISION DATE APPROVED SEE TRACT 15875 a I M A, _ SEWER COLLECT. PLANS � - I -- - _ - - � - _ - - - _ _._ ___ CITY of RANCHO CUCAMONGA _ _ - - - _ _ - - - - S; �__ - I\ `i\ PALO VERDE PLACE OA R=45.00 ? , � _._ ------------ -_ STORM DRAIN PLAN S L=67.24 I 8 DW _ Tan=41.68 SEE TRACT 158 5 ��_ �- Y LATERALS A- 1 V- 1 & V- 2 e-85'36'58" I WATER DIST. PL NS �1, - "X j - i _/ I I 111 ____-,-- I TRACT NO. 15875 - 1 Underground Service Alert APPROVED BY: �^ r - DATE: ? CALL. CONSTRUCTION NOTES �QR\fTo#py, Esse CITY ENGINEER ""YY � OL _ ,�.LGt� 1��� RCE: 24953 TOLL FREE Aj�,���Toa �� �►,1LTQv�� '}1# o DESIGN MADOLE & ASSOCIATES. INC. R E D 1 -800 ;,J No 14814 �� sNo. 14814 RD AS OF THE INLAND EMPIRE 34 INSTALL 18 RCP D-LOAD SHOWN ON PROFILE. a-'` E 3 r CONSULTING CIVIL ENGINEERS - - 422-4133 36 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN 331 . =1" {� Exp: 3-31-01 * DRAWN AND LAND PLANNERS SHEET �t * 10401 CHURCH STREET. SUITE 107 W-INSTALL 36" RCP D-LOAD SHOWN ON PROFILE. s C/VIV sj �w\_ �P AS RANCHO cuCAMONGA. cA 91730 8 OF g_ T1Y0 1PORKING DAYS BEFORE YOU DIG f� � � � �� of M1F (909) 948-131 1 --- CHECKED 1^'���_ RCE No 14814 DRAWING N0. RD DATE 5-/I- 9 9 FILE No 6 81-p PROJECT SHEET NO. ---,F__ OF ----- J•\DAYCREEKBLVD\ST-IMP-SH8.DWG PLOT DATE: 5/5/99 BENCHM K 1+00 CL INT =30+77.27 LINEA JNN �. 12 BENCHMARK NUMBER .1638 z ELEVATION 1297.297 �n a 4 F.S. CL PIPE 4' EAST F C.L. ETTWANDA AVENUE n mm > AND 40' RTH OF C.L. BASE LINE pQ Z O BRASS BE H DISC IN TOP OF N.E. Q o U END OF 4' ,2' CONCRETE BOX CULVERT U aq FS OVER � PIPE CB 1 M M o n N M CIO HGL M U �,- FS OVER q PIPE C1 + II / C . . N S' 0.2576 1140 HGL -� / -•03 z � ' ✓� 5 Q - 1.0 M �32P�3 ,,00 �; .48.RGP INSTALL 7.39 L.F. i- a+o 1- PRO 1 8.79 18 RCP 2000 D - 13 6.18 INV. - / HGL / 1+ .89 _ 132 .66 INV. 30+77.27 � MH 5 =1+00 LAT T S='p1 tW R(M=1331.1 z J i rn Op42.�H + N M =.00]x. . ��1• � : . �./ � ,0,02 4 M : , * z `J 8„ WATER w > I� - ao - ►�'S O {PROP.) r ». U > h VEXIST. 8 RCP iri z_ aM,' rn 11 / /1N`I' � N 'n rn oo rn co ,�,� ,i M PROP N N ^ 0) C) N r- N / M MOW M , N .. lV / �/ s 0 �� z m Z ' 'p 0) Lq tD y� r7 Cn �t t� I� Q100==12 ).8 / �j + ♦ N ♦ N M O M O M ' INSTALL 47.46 LF' 78"RCP 950-0 Q =111.3 100 INSTALL 575.57- L.l~ CONTRACTOR SHALL 'VE IFY PRIOR 48 RCP 1000 D IN TALL 456.59 L.F TO BEGINNING OF CON UCTION. --- ----- : LINEA f'R O F-1 L_E »RCP 1000 D HORIZ 1 ' = 40' VERT 1 "= 4' 24+00 + +00 + + 29+00 P L k N ; � 40' 30+00 1+ + +00 + 3 +00 SCALE IN FEET \ SCALE: 1 " = 40' 0 40 80 120 160 EX. 78" RCD SEE SHEET 1 OF 1 DWG N0. 1671 EX. EOP (ADD ALTERNATE IV) SEE "- Y LAN FUTURE OAK CREEK COURT DAY CREEK BLVD., SHEET 3 OF 39 65' DWG. NO. 1665 PROP. 12" WATER SEE DAY CREEK BLVD. PROP. 12" SEWER WATER IMP. PLANS SEE DAY CREEK BLVD. -- -CCWD DWG. NO. 99-W8-1 & 2 SEWER IMP. PLANS - CCWD DWG. N0. --_-__ CIDG - --- _ -- IN4 Lr) �, t5 -- U DAY CREEK BOULEVARD 10 1 1 �� i Ln 13 U 14 _ EXIST. _ - � ^ w r DOUBLE RCB - - -- - - - -.� C), - - - oo N -CID IN - 17 i8 c> 1s 20 Ln 21 M� - - ---- - - - - - - --- -- __ A " B� + � to -co - - -- -- - - - - - + -� - - - Q W N 2 c o o N t`� 9 E NO3'03 `t IN 0' 8'44' L 32"E u' 17 `� 1 - L- -- +-- -- ----- -- -- - -- --- - D 2 N00'08'44"E `n 1 +44.06 R/W -\ - --------JOAN -42 RCP -+ u _ - - - 1 +08.79 I EXIST. 42" CMP oe 9.15 111.26 55.00 50.00 L=18.57 La50.03 ,0 91 - 4z,4 END PIPE / O r 52.06 W i 32.50 `� 7 n 5 ?4.g.5 t 25.03 L.,. 4 32�5\ L X65.04 L�0.01 L•9.50 40.49 53.00 50.00 5, I W - Ts T 9 ���/ N 0 0 ~X40 Q/ 39 0 38 8 37 N 3 35 x I O < N 0� n �PS� Lour- + vim DESCRIPTION O VISION DATE APPROVED 1:4 1 �--1 11 CITY of RANCHO CUCAMONGA EXIST. 42" RCP CONSTRUCTION NOTES SEE TR. 15875 ST. IMP. PLANS os ` ' •, DAY CREEK BOULEVARD SEE SHEET 6 OF 8 3 20 » C R=2354.81 ' DWG. N0. 1681 - D ��\ ��-�� 22.3p L 10 INSTALL 78 RCP D-LOAD SHOWN ON PROFILE. \ R=90 o TRACT N 0. 15875 " 0=30'12'58" 0=02'54'48" INSTALL 48 RCP D-LOAD SHOWN ON PROFILE. L=47.46' L=119.74' �- ---- -- -- _ 3 INSTALL 36" RCP D-LOAD SHOWN ON PROFILE. T=24.30' T=59.88' BASE LINE ROAD TO SOUTH OF RAILROAD R/W - --- --- � STORM DRAIN PLAN C4 ----- _N_or2040 4O CONSTRUCT M.H. N0.4 PER CITY STD. PLAN 321 \ R=90' \� R=2442.81 ' Underground Service Alert N » 0=23'03'17" 0=02'54'51 ' A=32-30-12', B= 36". C=7.00 , D=48 , Q=78" \36.21 ' \124.25' APPROVED BY: ^- ,-J; /^ DATE: \ CALI ALOE COURT 50 CONSTRUCT M.H. N0.2 PER CITY �TD. PLA2N 319. _ T- 8.97' T 62.14' CITY ENGINEER ,� .J' >C RCE: 4x53 �,1 LT 0/y TOLL QpFRFF , = �, 80 REMOVE PIPE. (��;�� �a�, DESIGN MADOLE do ASS L^TES. INC. RECOM EN ED 1 -voo ?���\ �-- \ a4 ,.26. " C No. 14814 S.V. &_ A. OF THE INLAND EMPIRE1uY1' 422-4133 j\_ ___ ,6 10 INSTALL 18 RCP D-LOAD SHOWN ON PROFILE. Exp: 3 CONSULTING; CML ENGINEERS mss' DRAWN AND LAND PLANNERS 4p i= 4 �9 10601 CHURCH STREET. SUITE 107 S H E E 1 11 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300. � RANCHO CUCAMONGA. CA 91730 S.V. & A. TWO WORKING DAYS BEFORE YOU DIG ��� ���� �s'` (90 1) 949-131 1 7 OF CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 329. of G `F - - - O = CHECKED RCE No 14814 DRAWING N0. 17 INSTALL 42" RCP D-LOAD SHOWN ON PROFILE. R.D. uA rE 7- ZZ-99 FILE No r J { 1+00 INT F.S. q PIPE s =1+11.30 LI E 8 HGL s 12 T - CD , . tlN A /NEB t _ _- _ - n 13 12 Cl > w 36 SD C t- 00 4 U N v M Z �c_ n t6 Z DO m m z + + `� �� 0) N •(D + M Q 52.4 RD tD r^ CD 100 a 0) a 13 7 M M >n 0U o M � �M s INSTALL 29.74 L.ED . M L M 13 w 7 gyri N . + M ►� 36 RCP 1350 D -�04 _ z rn U-) = N Z J F- Z t` M + M - ++ + - N� - g e LATERAL. J � � z v + �'�, o �,, + HGL M coir _ --�- hl0 M.H. SHAN'T 0 M OT o B H F.S. PIPE G . O M F.S. PIPE M 11 ± II + + F.S. PIPE r J- U13 ;3 ------ - --- "- -- -_- HGL ---- S=.00 9 'O.pp 8s $ y 507 - 1+00 INT =5+22.57 LINE A A p _..- - p 1 1 HGL �8�. Li �P� S-0 v EXIST. 24" CP F.S PIPE . OpT�C 1 3g 6 iQ ' '13 A S 1 D1y I 5=0.0145 � �rA �qTF� N 1+00 DINT T C4 �4 e 503 i -1+91 .07 LINE 8 \N�, SAO p145 '`�� 9 HGL 6 I2 Q 5=.1382 - - X343 °,R w pP > Qloa 26.5 . loo 18.9 2°� Q g 7.6 °° PROP 5� QR Z 100 + M q 335 Cp S=• rn -=O.1624 18" RCP 2000 D ' i S=.0101 a 1 34.0 1NVP �' ,36�li� '* W 9 > > pROp w CA N $ Ql�= 2.3 LITERAL. S z Z > - � 0_ v p^ INSTALL 7.39 L.F. 00 Z >; 200 Z _Z 2 N M �+? p _ 0°�0 18" RCP 2000 0 in Cq - Z U N 04 O M N to Q 26.5 n O Z �`J cG st o + * M Ui C0 M - w > n Z M M ♦ M 00 - + '� M u Lo �'' 'n INS LL 260.90 1F : M + v M INSTALL ♦ M h N o + ," to M m 24 RCP 1250 D 1 2.48' LF N o of . V_ 8 M rn ^ K) V)°0' M M 37.3 M M r Q1 = 28.8 24" RCP 1250 D v+ + M - c6 c4Ul) 00 + to Q = 73.0 100 00 00 41oa 1 0.3 to + 100 o 00 PROFILE -- .- -. ►'� INSTAL 3.64 L.F. cv co r HORIZ 1"= 40' CONTRACTOR' l VERIFY PRIOR TO INSTALL 11 79 L.F. + + IN ALL 99.49 L.F. v o - 48" RCP 1 00 D M 48 RCP 1000 D 36 R P 1000 D + + ± ± VERT 1 "= 4' BEGINNING OF CONSTRUCTION. 35+00 36+00 37+00 �; - PLAN 1 "_ 40' a BENCHMARK SCALE IN FEET �,, a w BENCH�AAR NUMBER 1636 27EX. EOP 0 40 80 120 160 ? ELEVATION 1297.297 SCALE: 1 " = 40 100' I 9q _1111_1 . -aI E I Y LAN r O 24' EAST F C.L. ETIWANDA AVENUE / �P PROP. 12 WATER .� R.R. R W ��� P DAY CREEK BLVD., - v z BRADSS HE HT DISC INH OF TOPBASE DF LN N.E. SEE DAY CREEK BLVD. �ci 5 SHEET 3 OF 39 WATER IMP. PLANS c� + END OF 4' 2' CONCRETE BOX CULVERT 2LINE A ��O XDWG. NO. 1665 CCWD DWG. N0. 99-W8-2 & 3 + v n N35'03'34 W + M S. PIPE + N ob - 1 46 --- - - - - - -- - P.r-- --- -- - - - -- - -- - ---- - - - - F.S. ---- - -- -- - - PIPE A=54.1 37+06.90 LINEA EX. 24" RCP B=24' =1 +00 INT LAT. -- , PROP. 12" SEWER 12 I { _ REMOVE DAr CREEK BOULEVARD SEE DAY CREEK BLVD. t n C=2.47' z PROTECT IN PLACE SEWER IMP. PLANS D-48" 1 +12.95 1 EX. 24" RCP JOIN EX. 24" RCP 12 EXIST. 24" CMP O CCWD DWG. N0. = HGL 22 23 _ 24 25 28 27 28 36+95.45 . EX. 42" CMP 0 BE MOVED T RE :- - 1 +91 .0 7 LINE B - -- - _ S=0.2439 `Sy pXe' 36+48.2Q_LINE_ A �. 9� 0 G - - ----- _ '� = p j 2 1 +00 CL INT LINE B X�� 3� = 1 +00 INT. LAT R LnLO + FF k2 1 +10.36 A © 1 � � � �n K' c� 6 rn EX. 24" SD SBOj� N00'08' 4"E O C I END PIPE N00'08'44"E �+ 5+22.57 LINE -B 1 +81 .58 ==1 +00 INT. LAT S END PIPE I T _. . .� � S 0 00 i _ 1 . t iza _ - _ _ _ _. _._.. 4 ' 27+75.56 ST. STA .-. " CID v `�N6G 5?`3 J t 123+61 .02 ST. STA LINE B �E� ' �" z 42" RCP �- X. 42 RCP m m �D� * 1 +33.96 -EC __� CB 2 - 1 1 * p2 �jP =� Cg # 3 11 RGP > rn 1303.47 INV. w o JOIN 36 RCP - I F 5k N 24� R 27.00 W=21 ' 53.00 X35 Z M Z 67 N Z 59.97 53.00 55.00 53.00 53.00 55.00 30.80 C'l .- G Z 31 n f° 7 + 47 0 46 ^ 45 44 ^ 43 42 41 86 85 M �# R 9 1�- N a c N N w $ I � o a T 1301. MOS O 3 $ M 9y � 15" WIDE S.D N # M O) � + M wry ' EASEMENT CO2 + * INSTALL 8.00 LF. INSTALL 33:69 L.F. " EXIST. 24" RCP 24" RCP 2000 D 42 RCP 100 D EXIST. 36" RCP I SEE SHT. 7 OF 8 LATERAL rs 49.0 SEE TRACT 158)5 TRACT 15875 STREET 1 LA V Q100 ui STR. IMP. PLAN IMP. PLANS g .SHEET 7 OF 8 cc DWG. NO. 1 681 D 100' DWG. NO. 1681 --D I Q L=1_7.33 tO 1 CZ R.R. R/W ►ti �� J7.2� �� G� %" -L-35.19 L-39.80 J°1 20.26 40.53 COD 13.61 /' "26. 18 9.89 53.01 L.51.45 L-32 60 %. '0 .. -- -- -- Z - 1 694 - DESCRIPTION Of REVISION DATE APPROVED - N -~ - - -- -- �---- -- --� ---N 01'0,'05-L -- - -- -�- - - -- - --- CITY of RANCHO C FONTAINE PACE DAY CREEK BOULEVARD CONSTRUCTION NOTES 2 INSTALL 48" RCP D-LOAD SHOWN ON PROFILE. 80 REMOVE PIPE. TRACT N 0 . 15875 O SOUTH OF RAILROAD R W TO SUGAR GUM STREET O INSTALL 36" RCP D-LOAD SHOWN ON PROFILE. 90 INSTALL PIPE CLOSURE TYPE A PER SAN BERNARDINO STORM A CONSTRUCT M.H. NO.4 PER CITY STD. PLAN 321 COUNTY FLOOD CONTROL DISTRICT STD. DWG. SP 176. STORM D RAIN PLAN , CURVE DA7 A TABLE A-45', B= 36", C-4.00', D=48 D-48" LINE A B 10 INSTALL 18" RCP D-LOAD SHOWN ON PROFILE Underground Service Alert --- -- -- - - - -- - - - - � --� RADIUS DE 1 A TANCE N-1 E NGI 1 ' 2 APPROVED BY: ,/' DATE: - -- _-- - - A=45', B= 24", C=2.85', D=24", D=36" LATERAL J NO SHAFT 11 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300. Esse CITY ENGINEER C G RCE: 49t,3 �"- CALL A 45.00' 27'38'26" 1 1 .01' 2 1 , �'1 ' � 2 TOLL FREE B 45.00' 49'18'1 1 " 20.65' 38. 12' O INSTALL 24" RCP D-LOAD SHOWN ON PROFILE. 12 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 329. 0\`T� �'9 DESIGN Mnoo�E ocIATEs. INC.- - - _ �` , oo RECOM E N E D C x5.00' 1 54 51 " 6.22' 1 12 35 CONSTRUCT M.H. NO.1 PER CITY STD. PLAN 318 No. 14814 __ s.V_&-_A.S_ of THE �Nv�No EMPIRE 9Cy -T K " 1 -SUV �_ �_ } , 7� 13 CONSTRUCT JUNCTION STRUCTURE TYPE 2 PER CITY STD. PLAN 331 . CONSULTING cnnL ENGINEERS 422-4133 D 45.D0' 30'29,48" 12 21' I 23.95 Ex 3-31-01 L)RAWN - �__- -- -_ + P 10601 AND N STREET,V SUITE 107 E 45.00' 3 _)6;10" 154 %' 29" 19 SHEt RANCHO CUC/�MONOA CA ti 1730 TWO WORKING DAYS BEFORE YOU DIG - T 45.30' 45'50 58" 19.03' 36.E �q�pF�,�F�,\P S.V. & A. (90 ) -1311 _ OF 8 CHECKED RCE No 14814 DRAWING NO. -R.D. --- - D , E 7- 22-99 FILE No ILL V v't ,'LU I L )v ENCHM ZK _ lt�MH BENCHMAR NUMBER 1638 +47.87 a ELEVATION 1297-297 24' EAST F C.L. ETTWANDA AVENUE `T IM = 1386.6 AND 40' RTH OF C.L. BASE LINE FINISH RFACE OVER r BRASS BEINCH DISC IN TOP OF N.E. C44STORM DRAIN �„ M� = N 1 HGL END Of 2 CONCRETE BOK CULVERT Qi Q cb N • + M� N f9 N n / I f f01 d q c' Cr - if 309 -�' FINISH SURFACE OVER M J i 0262 , STORM RAIN _. _ ( a 3g2.7Q :,lcp V ' 24•RGQ : ,�� 0 8"DW OI O O HGL O i Of 1369'4 INV s0• 6? / 36~RCp - 5 i � ,1 z S�0.602 - . - _ w z _ - _. ao S� 0252 , 1 04 .M O W O + pj 17 N F- 00z ti ; Z z z z z z _ r7 M U 4 Ove � 40 00 et Lo to t�0 n ^ 00 06 00 M M M r •� r r M r N It r N O to O to N N (m O 6 tV 1n O tM f- O + + �roo� 534.9 CFS + + 534.8 CFS + + 534.8 CFS + Qloo 00 Ln LO EX. 96 RCP EX. 2C14 "RCP CONSTRUCT 207.54 LF 72 RCP — 12 0 D ** po to CONSYR�JCT 493.04 LF 2 RCP' — 100 �] ** CONST. 52.0 LE 72 RCP` ** * 'CONTRACTOR SHA L VERIFY F_'ROF ILE 1200 D PRIOR TO SEGINNI G OF CONSTRUCTION. HORIZ 1"= 40' VERT 1 "= 4' i PLAN 1 "_= 40' 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 —� o SCALE IN o FEET 120 160 scALE: 1 ' _ 40 ** CONCRETE COVER BETWEEN REBAR AND INSIDE OF PIPE SHALL BE INCREASED BY 1 /2- EX. /2EX. 24" RCP EX. EOP _ SEE CITY PLANS FOR p SEE: MDS STORM DRAIN DAY CREEK BLVD., PROP. 12" WATER PROP. 12" SEWER O PLANS, SHT 3 OF 5, SHEET 6 OF 39 SEE DAY CREEK BLVD. SEE DAY CREEK BLVD. + DWG N0. 1677-D _ DWG. NO. 1665 WATER IMP. PLANS SEWER IMP. PLANS _ - -- O F- E X. 9_6 RCP —Lj - --- — --- -- -- -- - - i�+- -- — — --- -- -- -- -- -- - — — W SEE LINE A, MDS STORM `�' 28+28.31 LINE A _ r\ DRAIN PLANS, SHT 3 OF I `v =1+00 q INT LAT. "A- 6 1 DAY CREEK BOULEVARD � 34+58_02 LINE A W 5, DWG NO. 1677-D o 30+47_86 MH =1+00 INT LAT. "A-2' 1 28+38.00 ,�� _ N JOIN EX. RcP - M DRAIN QUANTITIES 1 � - - _ - D- LOAD 1�-INSTALL 78" RCP D LOAD PER PROFILE 48 LF 27+69.18 LINE A — — _ ��.. .. — -- -- r �- — — — 2QINSTALL 48" RCP D-LOAD PER PROFILE 1244 LF =1+00 (Z INT LAT. "A-1" N 33 INSTALL 36" RCP D-LOAD PER PROFILE 66 LF (SEE PROFILE ON SHT. 11) U 4aCONSTRUCT MH #4 PER CITY STD. PLAN 321 3 EA i+08.49 �• _ E J"_ RFM_ — n 1 + 31.31 _ Q 55 —CONSTRUCT MH #2 PER CITY STD. PLAN 319 4 EA SEX. if�ANSITION S RUCTURE � -_JOIN EX. RCP , SEE S-��A AI cD END PIPE 0 BE _ ___ _ � r - _ � 6� INSTALL 24" RCP D-LOAD PER PROFILE 575 LF I IMP. FLANS, SHT. 3 OF 3 7 CONSTRUCT MH #1 PER CITY STD. PLAN 318 2 EA 1+35.57 END Z Q N Uj DWG N0. 1677- D I 35+45.58 MH _ I w� F_ _ tj 8O--REMOVE PIPE 1 LS END RCP , m I Q o� cn "`� o Q 9 INSTALL PIPE CLOSURE TYPE "A" PER SBCFCD STD DWG. SP1 76 (SEE SHT.10)1 EA 45.00 �? _j Coz + z N cn 10 INSTALL 18" RCP D-LOAD PER PROFILE 191 LF Q c�0 w I v, Cr �w ( Q wf = 11 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 7 EA m I� 2 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 329 6 EA c 1 Q z0 N coU 0 < 01 — m Q; I� � 0! 0 v 13 CONSTRUCT JUNCTION STRUCTURE TYPE 2 PER CITY STD. PLAN 331 5 EA w �' ~ 0 14 INSTALL 72" RCP D-LOAD PER PROFILE ** 1581 LF 0 � � c� II 10 Q �•�, w + z � I II J - 15CONSTRUCTJUNCTION T T w 11 z' w c� II �- S RUC URE TYPE 4 PER CITY STD. PLAN 333 4 EA I � 0 II 16 INSTALL 30" RCP D-LOAD PER PROFILE 8 LF 8 1 12 DW � I = a2 SEE TRACT 1587 T A�y T 15R 75 I w 1 1 11' WATER DIST. PLAN ,t t [� I� CCWD DWG. 0. 99- W17- 4 t,TIMIr ��i[. I � EX. 36" RCP m Z' SEE TRACT 15875 T ` I STREET IMP. PLAN 8" SS � II DWG No. 1681-D I DESCRIPTION Of REVISION DATE APPROVED #32' SEE TRACT 15875 _ — — SEWERCOLLECT. PLANS � � — � -- - �--- - - - - - -- - _ -- - _ _ _ _ - - _ - -- - - - - - _ _ - -- - CITY of RANCHO CUCAMONGA CCWD DWG. NO. 99- 55- -" -- - PALO VERDE PLACE �- - - - - - DAY CREEK BOULEVARD I 8„ DW TRACT N0 . 15875 I SEE TRACT 158 5 WATER DIST. PL NS VICTORIA PARK LANE TO NORTH OF BLUE MIST DRIVE CCWD DWG. NO. 1. 99-W17-4 STORM DRAIN PLAN • n Underground Service Alert �' APPROVED BY: � DATE' � I CALL CONSTRUCTION NOTES T CITY ENGINEER Fss� � RCE: 495_ TOLI. FREE __�1 � '� DESIGN MADOLE & Ass IATEs. INC. -Q 14 - INSTALL 72' RCF' D- LOAD SHOWN ON PROFILE (� ao � RECOMMENDED Ir 1 800 _ __ _ 3 No. 14814 m T' S.V. & A.S. OF THE INLAND EMPIRE DEC, �r�pl,� _ O CONSTRUCT MH NO. 2 PER CITY STD. PLAN 319. CONSULTING CML ENGINEERS 422-4133 } CONSTRUCT JUNCTION STRUCTURE N0. 4 PER CITY STD. PLAN 333. Exp 3-31-01 DRAWN AND LAND PLANNERS SHEET 10401 CHURCH STREET SUITE 107 1-1 � ---- INSTALL 36 RCP D- LOAD SHOWN ON PROFILE. Cw �P S.V. & A. RANCHO CUCAMONGA. CA 91730 g 1 1 � TWO WORKING DAYS BEFORE YOU DIG q�of�`F�' (909) 94-8-1311 OF 00 �0}- INSTALL 18 RCP D--LOAD SHOWN ON PROFILE . CHECKED _ a RCE No 14814 DRAWING N0. 12 - --CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 329. R.D. ATE_ 7- 7-4) °1__ FILE No MH BENCHMAiK 44437.26 , 13ENJCHMARI NUMBER 16SB ELEVATION 1297.297 a, v FINISH S REACE OVER r 24' EASTC.L.F C ETIWANDA AVENUE �7, AND 4O' RTH OF C.L. BASE LINE QSTORM DRAIN BRASS BE H DISC IN TOP OF N.E. c END OF 412' CONCRETE BOX CULVERT W Q rt, Z - a, . 71 M Q _ Q co Wap � � r > Z Q � _+ 14- q435 = a' + pp - II �- Z Q - oO 11 y ✓ ® L0 w Li _ + + � / y r Z Z o °, HGL yy J Ma R FINISH SURFACE OVER r co - TORM DRAIN ` CO 00 g o X0'1 Q�l ' oo • 1 + ►� =�" 0253 Z iI _ II HGt ' RC - 0253 L`' r�jirc Lo ZLt8 7 11t'`�. . 4� C W Z w Z 40 1N� 'O 0289 a - 4 5 RGP 2,��) ,- 04 °p U 0 rn o d C� 1415 w _ rn rnLO of 0; O rn �t y p _ „ : ** ** V : X. 84 2100mm RCP . CONSTRUCT 203. 0 LF 72 RCP CONSTRUCT 524.11 LF RCP * ) PROF IL_E * CONTRACTOR SHA VERIFY HORIz 1 "_ 40' PRIOR TO BEGINNING OF CONSTRUCTION. VERT 1 "= 4' PLAN 1 = 40 ** CONCRETE COVER BETWEEN REBAR AND 37+00 38+00 39+ 00 40+ 00 41 +00 42+00 43+ 00 44+00 45+00 INSIDE OF PIPE SHALL BE INCREASED BY 1/2". SCALE IN FEET SCALE: 1 " = 40' 0 40 80 120 160 LINE „B„ � _ ,..-_ .. E Pia N44"51 28 W EX. EOP o SEE PROFILE ON SHT. 11 1 Y LAN - FUTURE 1 bbGc robeplaced flush EX. RCP & OUTLET STRUCTURE � o � } SHT. N0. 10 OF 39 + 1 +11 .95 LINE B DAY CREEK BLVD., CITY OF RANCHO CUCAMONGA 1 with end of ppe as " PROP. 12" WATER STORM DRAIN i directed by the Engineer SEE DAY CREEK BLVD. SHEET 6 OF 39 DAYCR EK BLVD. IMP. PLANS - --- os ,�_ END PIPE DWG. N0. 1665 W CCWD DWG. NO. 99-W8-4 DWG. 0. 1665 W - -- - - — ---- -- - — — — — — - -- 7. PJ AN END PIPE I W 39+03.20 LINE A _ --- --- ---- 39+96.30 LINE A PROP. 12" SEWER 45+68.62 LINE A „ „ „ „ 1+7 7.1 1 E.C. „ „ 4" 0 gol,"ized steel = 1 +00 CL INT = 1 +00 CL INT LAT."A-4" SEE DAY CREEK BLVD. I 5 44+37.25 I =1 +00 INT LAT. A- 5 (Wal 2) � - LINE B & LAT. A- 3 SEWER IMP. PLANS JOIN EX. RCP DAY CREEK BOULEVARD CCWD DWG. NO. ---- _ - - Add bort;X�tg Uj Z - total ___ _ - - — -- - - -- -- --f3- --- --- - --- -- — - --- --- --- -- --- � 8- - --- - -- — - 1 +19.53 �.�.._._ � a" rn , „ r V N N 00 08 44 E N00 08 44 E I END PIPE: -- --t--- - voll �Y I a s u, ERA'-:_ ___ __ _010 `AT A A- 4 LINEA �A 31 N45'00 00"E (� END PIPE- \ M PROFILE 6 (SEE PROFILE ON SHT. 11) EX. OUTLET/ -I SEE ON F TRANSITION STRUCTURE Q w SHEET 11 --- TO BE REMOVED _ ELEVATION - _- Q Q) �� Ln PIPE CLOSURE - TYPE 11 11 NOTES_ (F3K051 Concrete End Block! X Z � � E N IPE �' N Q Z O � I. "o"=444 bars 12"o.c unless otherwise _ noted on the Woes SAN BERNARDINO COUNTY ,� �* w '� FLOOD CONTROL DISTRICT _j Q� 2 �=12"Mess otherwise noted on pons. 3. "t"= 6"unless otherwise noted on plans_ _ •mr o** onn 1� 9 3 E.C. m_ INS1A L PLUG °'or Q f O C!] U �s MtiH 2-14-80 �` y 0- � F11711110f 1 PITA S[ lW 1 «..,K .e.d.,,......«.. S.P. 176 LJ h 11 cn ccL DESCRIPTION of REVISION DATE APPROVED - ------ - _ - - -� j_-- _ _ - - _ -` CITY of RANCHO CUCAMONGA PALO VERDE PLACE DAY CREEK B O U L EVA R D TRACT N 0. 15875 N. OF BLUE MIST DR. TO S. OF FREESIA DR. CD Underground Service Alert CONSTRUCTION NOTES STORM DRAIN PLAN -� 4 -INS ALL 12" RCP D-- LOAD SHOWN ON PROFILE APPROVED BY: ' , �� ,,/' DATE: CALLS CITY ENGINEER ,/ CCCc� 1 (/ C�- --- CONSTRUCT MH N0. 2 PER CITY STD. PLAN 319. RCE: 2 a9�J �,�LT 0/y TOLL FREE 4�- CONSTRUCT MANHOLE NO. 4 PER CITY STD. PLAN 321 . � o , DESIGN MADOL.E ac ASSOCIATES, INC. RECOMMENDED > 1 —800 LINE "B ': A=45", C=5' No. 1481a S.V. & A.S. OF THE INLAND EMPIRE T��� Ir 422-41 �3 LAT "A-3": A=45', C=5' CURVE TABLE - --- -VIE-OL CML ENGINEERS Exp 3-31-01 AND LAND PII ^NNERS CURVE DELTA LENGTH RADIUS DRAWN SHEE1 Cn 1�'Sr- CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PLAN 333. toeot CHURCH STREET. SUITE toy RANCHO CU ONQA. CA 91730 � A 44'59'13" 35.33 45.00 `s> CIV\ �P T1F0 WORKING DAYS BEFORE YOU DIG C — INSTALL 24 RCP D-LOAD SHOWN ON PROFILE. - _-- q�OFOh, � S.V. & A.S _ (900) 48-1311 10 OF 00 --..-- -- --- _-.--- 10 -INSTALL 18 RCP D-LOAD SHOWN ON PROFILE. CHECKED t�+^t� RCE No 14814 --- DRAWING N0. 16 --- INSTALL 30" RCP D-LOAD SHOWN ON PROFILE. / Q R.D. FILE No _ BENCHM K M m Q Q _ _ n _ , } BENCHMAR NUMBER 163$ _ ELEVATION 1297.297 a; W 1 _ _ _ i 24' EASt FC.L. ETIWANDA 'AVENUELTI 1 Z Q Z Q Q = Q i AND 40' RTH OF C.L. BA5E LINE Z) -i J _ _ F- w BRASS BE H DISC IN TOP OF N.E. Z Z 4 z_ Z_ : END OF 4' 2' CONCRETE BOX CULVERT ; 1� J J J Q) Qj O F O • ► ) 00 ♦ ? M n O O O _ _ MCD + + FS OVER PIPE00 Nam rn n kN + + 01 FS OVER PIPS LO CD 14070,3 V /ti` epi i,�,` , �6; � 1407.4 INV 12~DW 8 OW CB # 2 q HGL HGL y _ - i- HGL HGL y 2447 S-O, 0;01504 S-0-D050 EX. 2 RCP FUTURE 30" RC r 9g Inp � lNfy CN Z z �{ Z : - z PC �t - 01,41 -- - 1415 Z o o ?2• R�iNV ^ o Ek 8p � 04 °' - N p ai : RCP ao : ao + o N o CL o o r a iA U W� N to N Cy d r 0 . N N O M Z OT.—CONSTRUCT — Q1 CFS + + t,, Onoo� 0.1 CFS . - + + ¢o o ' t 16.4 CFS 15.28 L (.>,� 26.9 CFS + + Qloo + : CONSTRUCT 27.07 LF CONSTRUCT $.0$ LF '' CONSTRUCT 94.11 LF 18" RCP - 1500 D 18" RCP 1500 D A-4 RAL SEE PLAN ON SEE PLAN ON SHEET SHE 10 . 10 ET l�4 T 3 EE PLAN ON SEE PLAN ON H T PROF ILF_ SHEET 10 SEE 10 HORIZ 1 = 40' ; _ - VERT 1 "= 4' r PLAN 1 40' SCALE IN FEET i 4 = 0 40 80 1 0 1 0 SCALE: 1" O Q Q. I Q17 _ F _ a = Q z z N N Z O Lo 10 s o FS OVER PIPE o + N ,� O N FS COVER (j PIPE __ ,5g� ± J Uj N _«- _ FS OVER PIPE 00 r� Z pj D + 1-iGL -_ + N NSG. . i 11 HGL � •, ,, S�0 �- _ HGL O' . 0^ > j 1367,61 a 73g�3 CNV. _z 96" Rc)::, 1NY �r 2 RCp `� _ PI) 14: 00 co OD M - ; a cv 1 �z I z 1369 5 !q/ ? z Q 00 to 00 Cp r + ♦ ,? 4r 0.1 CFS z > ♦ r i ♦ _ t` D /� M b Z W > r CONSTRUCT 27.06 LF : - _ ►c 18" RCP - 1500 D °' . - t1D pj to tealO — O M 0 0.4 n + n all; W �� NSTRUCT 27.08 LF CONSTRUCT 27.07 L " RCP - 1250 D : 18" RCP - 1250 0 DESCRIPTION of REVISION DATE APPROVED LATERAL 'A ,2 ?'�' A T� _, T�'RAL A--6 pM Q M1 Tm ow g t j w;N y ",is T���? CITY o RANCHO SEE PLAN ON SEE P N ON SEE PLAN ON SHEET 9 SHEET 9 SHEET 9 DAY CREEK B 0 U L EVA R D PROF LF 4 TRACT N0 . 15875 { HORIZ 1 "= 40' VERT 1 "- 4' LATERAL PROFILES STORM DRAIN PLAN - o Ln V) Underground Service Alert APPROVED BY: /• ` + DATE: -//C2/'1 CALL EssS CITY ENGINEER / I,000G / RCE: 4953 �►1 LT ON c / TOLL FREE `�, p DESIGN MADOLE do AS CIATES, INC. RECOMMENDED 1 -800 o - CONSULTING CML ENGINEERS No. 14814 m S.V. & A.S. p� -T �� O 422-4133 Exp 3-31-Ot * DRAWN 10601 AND LAND N STREET~ SUITE 107 ERS SHEE1 n Two WORKING DAYS BEFORE YOU DIG o� �P S.V. & A. RANCHO CUCAMONCiA. CA 91730 1 1 OF A 1 00 q� �� _— __-- 1009) 948-1311 CHECKED C J� l+'1< RCE No 14814 DRAWING N0. Ln -- R.D. DATE 7 -7-fig _ FILE No _D %` jt- E:E _ aZ, il'r - - -- _Ui DAV E: /3j95