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Home My WebLink About1693-D . - . SPA 6 25V%11� __--__ _ __ _._-__ _. . _---.-- _ _ _ __-_ - -- - - -_- _ .. ,. F tare•- rr_ I�_J 1 7 1 _ 5 )- .__ 5 __t_ , _- S ___ G _ r A' - _ -_ 6 __ __ -_t_.R. - '�.-� -i 1�'"J, - 'a-s" . ,! ) �...p r::ro•5 ,wl'1.1997 ,yu a-„_. - - i;r-la_..r_'1iri: �/z T�/L 1.L6 i. L,_! 6- 6 e -e t 9 F - P S• Ii: a t'.i 9 1/..4'z !','+ 9:r L;z !.z r aas•acc ,• 'a L e nv s - �• _ __ c.. ..,.. __._-.._a tnc,.i 6- 6 ,G ,E G L; t 6' r+ t_ 6 Pi r e 4 6__b ii-r tr f 4; - . ,j r:2 _ r s Z 4 .! _ '. y,T meran .1va-_-_�__--� rj4,_i-f -_^ [f _1 6 _ r-lz___ll _ t. /: t , b - 6;I '•r E r �?s �' - s'i2' w jj ,, { 6 ..',w TIO li _f 1 1 >Y . trot- M Ir,rr: E 4' 6'• ar 6'•. 61� 6 ..`-. w ! 9 r 9 P��_t . ._ I ! 4;'r __r F ! E 99' _. J17. -- ��". - - 1 r'�-•'-'=�.:'Pr M / , " .,i - =�+t- :1..+ .s/. .N.,..•Sar �'"\�� y .►r. l..lsz - e"'-fit:. I oc. 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Y J yr j,-_ • 4 T, /_ «.b<,. «,.. -t - Rwr�r or Call i.e/,.` /O..As 50 55 51 6'15/ 6C 5e G6 6' r a7 C5 rC 1 W % x20 171 Ne-s. 9- Iii, e v N' 177 •1' 67 u 1171 1S J ' •9r 60 7+`._ 91 757 `� 1 I : I ' --'-3'9r •r - - r . t r w a, - , w»1uswn Dara.-D' Mr .K4,1-' f:'•, 1 - S�a" , -� � .'.Ire 5.. • _� r /` / 1 .. o. •..,R , - �'ll�� 1 I >« c r..rs ,."� ... 1« 3 SECTIO. B-S - ., S_ U[E• ' I _jra _ ) i •'N er.L 1 J- 'O _ -!'9 L• I' ._._--l. . ... Orb Mia•e..»" .,� _ - - �_ _ „� -- - --_----- -. -- - -. J i , .. I• ... r.o- " sun rq F1- i �•- - P I. C Q N ._- hxraer a G c •-1f._ ra 1. - ~ z-6• 3F. ..r• . ` / M }I1 „ ,y._..._ - T b {..,.� ..,>� .orb•.. -`�- .. __._ ___ t ! ! Ia 1. 12 I, 'ti'- --_"- �- Cs/B� tree r. ^ra _ sun. e I, er t[fr•t 5 6 , 1 ! _ IC L _ / ! 10 I 12 _ _ _ - - __ �� _ F's'�`� -lo+Tl.>.--T o'"r.'a" T, 10 10_ IC C 7C CSE-r M 0 2C G 7D•C •2C I�-j;_r�j�-5[ r-'vim'`_ ?G K'.ja.5..1C Q tC L 2C K 2: k' 2C G '1r'-'v iC - - - - - --- - "`- (" - ^- - - 7 v- � r -� t•.sr.� --r.4- _� -T- - - - - - '- _ __ - w. /i K--'_--'t..r 1 2 \__Ct-.,r IF. _ I 1 z -� '..a._ ' - -�.-1 ♦n o• eorr.a••r `,a c� ry L. » °. '. e., a..s _ 9oc --_- er,a•,.t 1 r_tC/i. a -a'!L 6.-. �f/ ' I[i_tt t!J 7 11'.2_-_►�L_-__,L:-!_F -!/t '/i-" .fi. ._ - _ - - _• ,i l r(d Lvn•qtr a.,r ._r � .._� . .1 ffl._-1 T s t I. I p r +w s. > -wa'a fnrN rfi 1 6 9 I 9 b q l/z eri Ai fi r [ Ut_D!z ret C_if1]_,e,.i_s__Iz' q'r,:riz 'ii-'S d2_' Yiz "11.4/2 Leet C alt O„ '• wiz v;:.b:r.)f:"5. �� O� F`. 'r s.^o, �.. .-aria,F- 'i n I y.,r;rl- _ 7 I. �'ra - '�ti_ ___ ""s •Y--'Sort..o„o.,�,.w z�'_c,^- "L'T• �•''_. 11`- -"""".-- ' SECTION C-C ' _- .._ , .- __ _ - • v [� , 1 T r` N'r Q;i ei,Orr ,, r, I --•��_.i+ n. -- r. �s„wr, 17+x116 ! '. 6 t 11 L 1 1h I �efi Ili 9 Pei 9 ai. Ill Q7t Tit L K ) 4 _ /Lg..._1l K ! 10 .rh _ _ . .rr'b r.< - _ "E.'. :, • I; i r_�Yw- '•" r _ i--• t L_ A' r _ .e it L xy,rr r s.... 'dw"S Ircn •3 4 4 B '• .� [. C o C- 9 5 g < b [ E a, 9 w C 3 4 t_ C 8 r, t k _ JL K O 9 '7._ _ C"K'N�U',AGHI h"'•� r _ -..... ._.....-_._. . _�:�, r c .r,. - , 'R_ �,• ,earl,, ��•- 3'�---�-� ' C •- .. 4 • i � 6 , 7 i_ _ 6 6 � L .. - . 7- ,- � _ , - ; i __ .•Cq(. F�9 bu.x:;rant'"ti:,�1' , i�oe TY?CA.. LA`IOU" ExAMPLE PlE I - " .- T , o'.S 7. _ i_,_ _-[�� 'L- ¢---i-- ' _ r-- +t . . _ -: .- 4.-- -_fl-- - - -.e,�. Ia ..� '1-:•for 6 7 6� 6 f L 6 6 6 6 6 7 r ' - 1 B I- err I 5 c. 7,-E,P herr u., 4; �7�•!T'Yµ1~ - w.r. -tr ..+o�F, '.v st - ,* .c _ r�-!--= -.. ��_- _ - - - r.Jf.c:' PAFT LONGITIr - , c : a.,o'•r.w roam srsxr - -- - r -- --- ..- - - _e - - - - - 01N4. .SECTION C,"-rr-111\ ,1.�rt �-ba•,;,•w Do•U,n c on.err ,•Y r0 fz Aft, 1..e..-1-.' -•r. I Y,-� va �++4r e�liy e., , _ - .�. e f. - 1' -t-1- 4 i' _.. T ` Ti-i . 4 1- t1t9 _. Al 6 } 61-6•-6 1 6 1 6 )G /6 6 C err,, - _____ u,.,p,': u 'S"ee•rrra^t„Rr.vr• _1j-i-?-,�3-0-7 _1!1n 59-11 !1 2'- l! !1 3 7 5-9 7 4."!!_4 3 1_S _. _.--7-'_! -_! _. 4 - f \ h-- ,�•.:,.•.• I 'I I I este�r''t>r, Is- 91-rerl S O.-0 S-0 A 0 S-OA-G 5-0.4,0 S C 4 7 1 7 S G 6 7 6-2 6 7 1.1 •-1 4-1 1 •-r•1 n•1 1• .S 1.0 1-0 PI '-0 6-4 4D b-C 6-C b p_6-0 e C S a FO •-6-6 t (sree y„ I L -< «d TrFrC4( ' Ab:x,MUM 'N'>G`ry rrlr.Ge( ero19 MA gdp.er i4-r p' ".•r SSSS.,- w^ 'I'E I bc. -, > ___ _1__-r.. -_�---' - !._?._I -- r----- '-- ---- ----_-.----- - 7 T t 6_I --1 -!' _ •L'. l,9. 't i� ' ...-M..,,. -a_r•x �'1' -- - ..D' N....».. ..r.f,•p.-1) -.-_T_-rT..t S• 1-■_-r T a-i__' ..6 r.r 1--11 .r r I Nar a,.rwr,.W,.. run•":a-v„w -, a,Ar - Air'rM i ,S'.,." . r. ..__ ._l.. - -. !t'•-)' -!r'-b_'!_5-'9-� s'T� 1-; i_, 6-r 6 s-r,.n 1)c t s 1 s,o s-e c-e Lie l4 i-1 b :-.6., c-1 L,.F-+ u > r 1 r \ I - i '4 4 1 / 1 1 ii ! e- 5 _ 1 1 1 + I 1 1 . 1 1 -- 1-+ -. e . I . • 1 b .� 7 - c owe 1 9.". _ ,alts••: °eF lM _ _ F -. L G ,• ,s '� ,, ^. . END EL EVCTION r ; ` Sri« etre l.r cr'JI',rR„I I s`! .. F //�•r: Ill w. 9" J•'~ 1 1 �I'k I , ltdd °i {` r..oT..ot n•• F - WiHI VLAh 4 C ^'-Z Sv.".,.f e.]:r,,:xw a•c•rH ma+„r r.n:n f if Ti -�:.^- •* 'I ♦t L - I e+..,r.+.s .'.--'-.t a..,G •rn , a 1 I\ .14 W-41.-.•.a - r.•rr.:• rm.,. ,-snow• fd -.T. 21_- - a.,--+-,--••-_-_'�_�►. E in' , r.. Dec-t,• •_iFs?_. b i-Uj.0-n,`+-N 1_M_l!.6-%k vii]•,'R,..k'. 6A_3t_7,r%4_N+,]C3.- 3i-2-SSS 4%t6c_'_W r5.t 54J34,7 547-,37.6::. 39.554.9 1.9 Sdr 4,,q W-19-9 69.5 51.6 H-e"Llij S_OPEC• INVERT 11�- I4,0 r ..::` roe-.c , a9.1 _.i' '--r . T.r" •r`••••` RanrS0Mrr1 lb/Lr I9 267 23: 26n 7i4`375 300 7)t >?i%0 )'1'.795 %7 753 479 %S 470 p7 .V •IS 171 Na• at, .f6 571'.71, Ir .r.•527 Mb H'4.c y .,)<- 5% 5)I 605 56• b)•V. x59 - _ - 1 ,I' -iE•,•'S,WCjal , I.1 rs-•-•-_-•.��-' , re•• 1 ..CIM •ver, -'',. �- r. col.,„ ter: •a ... _?•�" ...___ _ __ See No•e, II _._ :� .I • ,,y,,y„o,+>p,ere.-r P'• �,'!' : I - »«ms's•_ w, sc�..� rl... MY..,, F- -- -r••: r• 11 ye`-_ 1>s .. 5«In-• i=..- --i r h r-- .I - y ' w.rr.�•'rte z•:,ws�a.r 4p" SECTm f-f- SEC*/ON R-A. a-ro..�.• . }Ii j4 i ,'� : "'I{:-1 i. -� Ir .'.tet _L .Y,«t INLET OU'LE" GD - r mol, : i i .. - r 1'i ~ '°'•C M L R C PIPE D£TA t5 Sea eleh 7 - I Ur+ .nice r _ ( .-.r• '4-f,c.J '. I .. I I , 'i a e_- ,oy - I �I� Err I E 'Li 15 ab ra 'A I I _._._ _ -- __.__ .i -_}_ •Wo 1 P 1. �IL�-.ice -1 _ _._ .-.�1 a- LM r. ., _e $E:T'Ot< c•C -4 - I I f ,f/`(PCT 1 ' S/4 S13 r1 - .S�r,n,-.s--ro. +eve,.AIN tutee ('1 t �.-sb,cn bad A.,.1 �'•6T =--18 30 DO t - TYPICAL_SECTION TYPICAL SECTION t. -.r..`-1. N I I �.! I - W. �.,. .....-n T 1r .,, ill 9 " M 4 FFU 12 M- 3 T-RJ 2C10 't"Ya,re ._�__ . .....----� �..we,-b--- .. , C'baI 1 ,�`�-.-�� ,_71_ ., q.'' " ,°� • «4,.•o - A.aec..er,saecwl r'. .C. 0) , ... _..__- `" �..Ilb•etwts .[,..vtlob ,- 1 ,.. r-' _ ,/ a`''v _ "- ---- _ r. -aPONVw L v s,e•a•. `�.,., , r=^ - - }, Serer__ / ,r..,r m+or " 1x 1 -_n'_^••r.,." ' .� .�,�' Z REI Nf OR„-__ COt•:CF_1v WIN:,WALLS Ir 4*ass Car. rr_. _..°..,�para r - --- ._._ ••ss {� _ res xr:cov ora• �; _ - S ,`'rITl-r' Ivro w N.r�w royn.rr: --�-., • 1 - _ __ r...+r,,, I'...^r`", .e.. -v T- 1- 1`- -�.�r�. t.a.'n.n nrr .r .�'.a �1 �con•u [».r•;"' s s r . e .t ,a ,.:_I ' • ��__--_ 7 r , . ti, f,M'� _X, ...,,.ol n Ma!rn.•l / ` I \'',_4_ r•r,w>- v 'r i r.°.T-� --I__ - i { " r•1-f' 6`f v_• �r� �' �" Sr Ila,e1 : _ '°`6rS° -- Z LA' INNER' V NV RT TRA°LZOIDAL INVERT f:�,., n.y. ''. ar,->.c, T' /'zao:,. tj. �','1'ir .mol s'"..,,v.+•++w, .eamrr -�_-- -� lit� i b - s t '\I! /o.,«•n.r r Ir,col_ .^"ca..+r m _ _ c. 1-t. e - r r r.. . . , '. yT' rF�' •''+ • •.•x - See b,e b % r .... l, i I as:, P r I i 4 ra,r+„rr r' of a 'ta_r "c', :-•e i",- i. -•-,-y-s-< e e t'' yr.c .e _ b ee .-rr loal 'r,-+ ALTERNATIVE INVERTS J I J (' l , -�^e. /, i r\ \ I. e`o:,e. SECrrON s B _ ao - - - - 4,' - - - _ - ri.. t'Dor" ] - _ spxn6 _ ,..:Jlri�... .. .. , ,/„ P, \, - - _ ,-ti ---- -- _ -e- f, Ill _ �( i -d-3_ J 'op,bno Ems• J•- ,' n it '1--r,ee•r-- '..SD a_A Ill"-" s z... -.r e a1. l i I� •,\, - _- _' - ° -fit-°f '._'. .� _'0 r` r.•C r%" .ad.dr r . .._ - 1� �1 I I _ 4 :2 rrorf''o - __ _ _ .^ -.2•=Z, cc W' -- -r=7- ...Dae • N"C'■ork _G,IS 5_ 1; _ -l- NOT;'$ ALT RNATJV RRP W/ A L O- 'b ''~ ,: I i I •�, rro- __ 4'= -1>•• �""n, '1. �,.s. p. 6.�2 1 _ ,. - --- -- -_ �.�1--1 SECTION E E 10 �71IiIM1�_ f E W £D ` I t� L I ,rS , O.ri 5 0, "�,.ox_. �P �.�.. .a rr5- t - - - i•� '! 1• • / . ,e r. . �;�-,' t•r ;t...?a, -y. •>.."k,. T ', -�J.sd-__ -,1..16-_-Yi`s•C. i o - s..Igle _ 1 _+ o, - . , ,r`+r g+_ r_ -ice.. .1•_St_- 2__ :•'_ _- - - - ..r-,H- ��- - -p '.e t We, use.herr .,w-, , JT-" -^-lf - - I -See kora 7 ROOF SECTION Fc,, boxes •ltr roan or Ilea+ w73 •rton a l 0' •haws WWW' " 'GM- N " - - ,:I'/v tree, %v< p 1; �• ` _ +,_tel.--t i+'_'e o>: _ r.�- 9L�s:_.r'i t,'Ix 1• 1 �. To• esvw O.•• 10' --,Y n,.z.•„�•ret :..or,•r.T�.ry r '^F' 1 C; ++ Q. 'i �/,B" ..�' -�• '1 - P(R,.rss ewers an'o•-•re-' C K■ - r ser•.o. omc-••• e+.-eneie,c.via••rix orcea-ern. r':r.,•.v,err.,.,: SECTION C_C- ren'/a-•o."v 7 - =1�� '1 I L'- _ I , .s s' .s _s_ .___ °_T roc �,l 0)~:-rte \ -r I .- -�,�~ °° �I - •47th . � --1 ro,o` SPANS 10' THRU 14' ue r • 0e 1- I•ies. - m"� 4;t )- f•..:e �"'" --�\;+- _ A` s + h' - r. r 1.Ma I rhe. -,a.,-r c-.a- .n bc'r wik-"> ma a..o�• NTM.a7 v :,cure \I' I 1 '�- � _ _- 1 sii- >'."A,' t ^. -r-1 ,'t--- Seo bre 1r- -e ... ,l I etil SIAAF m.a,.ra.u. ,,rA v ..,h. ,-^ r+.4kI1,r•;:_Wr A ' >` ! 1 \ `'�"" '�, ale to erre -- . . - 2. 6,m•'•bt v. qa.r o.6.a••run roe °.e1v, Div pass,v.,- - -- ---- r / 1 , !.' - s •r•w+•»• - / •• •,_ ,.•`f-- // • •1 C+M- See tee r.4 r -4 a e Yoe I _ _ 1 t� ,...... _ _ - WARPEO WINGWALLS --- - rr / 'L. i a "�•• / -acre f .. .+-�.C- 3 ror D.•e. .inn SOO,, or hal w C..0 Or_- •non rages one.,In - ___ - _ ` _ - I r 1t! E� _� _ r�� _ .LL r-� [ .,4 Or: 132 -q ICD - h T: WA!L OrN!VS'OK5 A.10 7Lc;r 7'r[Jy S hF.ENING AFAGI!9.N N.S2 Y,S ANT,IgrLS F RY rNG� J_ sr e - �, // . <11 I / -rev„r' s r 6 , 1C •oW..O ep•ca WHO^ i.reWlr eC. rw,rc •.r" yt1 ;r. -. -- - `I I y,. yr 5•.rr -'J-Air MS C' .., / .1 -r af• , , rlr -1» _ rs :6 •S N'✓ ` d' ,. s ,R' r' r-s' z' eS' t(.n �T'r4>nn„- - _ '..D• :1...r T['.re.r r..r- ,-b r..ra•�..a. _ ; t ?i r' r 10 .r."s, Ceir+ a+-. .. ,• Is per.Iss.er •c eea,rro•e .etre•c' roo.n on ew r etre- see. _ a -M -•'rro -r o of u:xr..ears.+-rs w eti+-• '---- - -- -- 1�' q---- AETA/L E t --- -L •..''",.:'r 'h cervi .•+ Ane-nerals r I• - •e•eir " Cm•r r .'�"OSE S ..•..Dos v• oa hpe }• - - - >C . ' ° ••^I ruse• > a u: r ,.s f, yr-1•+.n« r: .- L"ar n r•�' 1 T pp,np l.pa•[,(•.-N WY1.. F,9.;. f ' •. lJ I'-r'7i r rV-c.:2'9/'. -. L N' /,al.:np Tr,'I L - !1� 1 CE'.• 1 �'�,rri,.M• -..-s_ Int /•`1. ' 1 "C'C-7)Ws .e n '' fG.P dS.Y.,r--. I- f',~ -�_ /-.� // -t•.Ir�- Y L. bort ore a1 hale app lq I[Oa-r r0-N'or - ace / 4�1_�'J��-P r./ r 3 n 7' r +� s..tun•• 1 Corel ,n -� ,) r 7 0:•xr r, r a r ;r<. ,r '1 a r -1v r "c yJ%c 6 s' D'',s' _ a v PAN - - J 5 ra r son_ ,4 _Tt 9 7- . �.°. onrrp rorcr s.+e •� .exoo.ee o a+•► pesel.enr k '.'-••n' E j'� .�.'r..:� _ r Imo, Dor,lra ee•r• apgre,►.one edtue• r,r1!,lea „t r ,M rfare•tr«�.�_. .6,JIIr 'Jr rr21-aA.Z'.r'71, G"r ^ 'H.i A• y,9. _-�. -.- ...�.. Ill . //� �r f'_ �_ rr ,t� -T _s r fp + 1! iNry tett rc„ rp RT'isel•. z ..-Slr,r:I�.fawrr';6" it 6'r ,'-r /. o• I ar-'S srA•ta u,rornA r� ,.,,,.. "I - - -� ^I -.:.. ,,a»,r' t-�--- ,-� -.ry �1-, a 1 X `1 1. Fa' desk a-°aroxt ro, plEa.r.s.t SrmOo•c Pro'.D/2. . - I �r ,rF-AarNrs- a n.rrn=h°r. r„,,,,� - t _ I I 'rd n I•r ;,r�9e .c ( PIPE CULVERT ^••a� r _ -- .r, 7.ar c"bora r f1e sea" . •,y m4 as_rrr•mpr,earn r`'v+rr._r.,'..ro. .".e..n p^sr•r •S£r'n,, _w.,-.rr. '-- -.. a1- 1- J+ V- Y t a Yo• 1. f , ,•'• _� f1 Z'earl d,tn}•o./I'I"!N 6 5' _5- !• ✓ R r S,N�. . 1 �z.4 a w -� .J r --r-.--._ ..1 -.-,4, 1.0 177 _-- J 4. Fa' e,DO.ear .o.p'ovid. a 0 eOC" _ _ _ _ "1 13 ` __ .� k,1 mol OC!u1 t. N,,r N h 1 Z f _.___ _ .. __' -_ • ` - ---- -- - - $�i�r Sta7t SCA-roewu v yM. , r..✓.a a.m +a.,•nq ,,,-, r +rod.o/ rr r.-^,. run m� '�•>:�. HEADWALLS ENDWALLS rs.r-•w, 1 -..., 1---- - :"• __ c Burr a col►;MN. • ' e•Y•1k 11, P 1 .Sr?r1A•re. ,1.. 'W�` i/'NL Ek.. d.Nip//k• ,l.r,.-•S e "'ate'+•. -+----- -_. M.M r-/•.• N 1r..41�1.1f. - - - - -� a c. rsr ' . ,•,orrAn»no ,,ra,nc AND WARPED WINGWALLS . ,.,-,.... . *- -rPE t Tom- e L. Som iz- WALL SECTION CAST-IN-PLACE i `I- ENC E.FVAT'3k TYPICAL SECTION - F "- I+0 SCn_E SPANS 4' THRU 8' TYPICAL SECTION - SPANS 10' THRU 14' SPANS 10' THRL 14' REINFORCED CONCRETE -__ _-_. .- -.- (08881 SECTION F-F PiPE CULVERT SINGLE BOX CULVERT TYPE � N'A_L STRAIGH- WI\GwAI_S HEADWALLS, ENDWALLS AND WINGWALLS NO SCA;'- Dso TYPES A, B AND C NC' ^SLAC D90 Z I - ' I i �' s- . a [wAL NOTc� .(1r F'T"-'- - - -- �R.0 Bo, Transition R.0 Box or RC Pipe I `- ---- -t•--; IE~AnOht eonn•cled rlrn Pero- Dint -nen r,, �� +r- -- - --�*� -- t ------------++ q ! SY161¢ABOUT Hr a tai -'i- a . -1 ..t. �, r. � 3. r r PAIIf•r era nui rote ro roc• , Tr HingeAn las ng 5 • e - : --, 2 The -Leser I I ! ,^ HmgM I I ) t ■ ,', r=1 ar- halve MOI! W dONtad !0 « to X I To B fSonom • 3 �I Mwor i4 alM in -Lott 1 Tt 4*or or T B "'L �r e e R ' i i 1 i. i e ,,,9leltt - �� Awlbyt P►w++de a e nr let wt^ fly tMleer rj T(Pune/or u 7 y, ,'DETAIL.-. CC p D^ c ` T ItA(Arch) Sae Hors 3 - 1 -----'-T I . \ ° 10 S C N-6-1 i - i �? _ L-_ MIF" Pi"- -+ .- - ! C f th^r trw !e Oafrle I On bM tMds IItK ms or I -- ^�9 ti ETG Ate A> j °. A a r -� �__ s f - -- L-r- ~- +- 1 5►,ett No 3 HuWt a I c • Wtk dl �`. Y l { `r _ t The alY0ert6r, tlsar r by ft DMMt/ b Ills Cewtreetier �' 1T pot• AM rwtarwor olI{ be ffMnrfltag 1 i Top Row Variable -� /�-� iAtefseNiona { r,trgs Fair, ' • • Ail 5/8-Me. d6en.ttsr belt hotOt ghell b• dnl*d at d,a linos of leaf s i ----` + 9T I r a' I 1 I , I r 9'maN .. __ I I � I . _ • I I '! A I I I A Arcn 1 r r -~ ILMI nNw 1 i ��' 1 i I I • I 0 -b+ -i/tn*t Lrsafos 6 AN boat Owl, b• S/9-,nch Ir dalwefer ttnp•dded a nvirrim tet, Qf 4 trej I , ettf cowr-fun•,M tRe.nrelarrl R.0 PiPe IrI P C.Boo . , . I I fr°mt Ang1• I P e fMet• thrted owl, I F6wwa bsdfer Z 6XV00tsFM bolt■_Ord stil be furnished nM tGa[ huff owl) mwtchst wer6•rs a6 Iooat 1'32-NGNa tn1C.h, -"-� - t--�- - ---- or- �}� 1 1 , I Q'i It7D) ! # a ►FrOwy 1 ban Y61ot■ ane Ounple a n Section treats 2. ' , I - _ _ freyt6•w■ abaww Neville sed hart 1M p11/ttond niQ NOs foenwq on fly dkrftteron of flaw tet Operera! eeA*r+•Ilertnrt I � I , SECTION AI AI L- 9 7 Frost,Waco,owl ►e en r R C arcs x + R C oxen s r I I ' .� P Let Nttuq to (Sof ftste i+lo I I # 12} t lolal: � + I I - .--� Bar O,ar[n lr/,pr-4u I i ti ' -- - I I Bron Angles An. IN ! 1 i - �'" torts! it OT Der r arch i ' ,. 1_ -----_-- @a1N ra arch-Flse otsr ooh de i (See Nott 13,SIN,3} 3' at- �l 9 Ttfrpd Ortdt of M r A; � Vo sr, that nuts end loot wearers will be flwlf swift alis how aft9o, _1 TIQN -�- `- It of Par Borrepr )e,ate Arn'lew I I i barrier�' EI lir / 0 1j, Pwtt'• thr••od1l btyowd Vol owl twee Use belt .tock toe Din _7________________�B NOTES so( I I I I Bar i i- ►'ti IDETAIL A -L -- ------ _-L .,, in' FLOW -� 1 - -- I4 j i (sae Na% Ito 12) A (44w*it oil ftrr,f'wo 1or11 afyr fo r,cefor r(pipe)or ( The n,r,roera ff" of dwargirl or c ielerrgdoce 6, snarl Aar dreeae 3.45 L: _, I ' Ii. "Brace �-. I 4- 4 Tt 4'r r3 w 1r 2 RvitLlrcv steel bar sires, evori � TTA lArchl Sae Note 3 B --�` np np, ponr,n one co►tr,sear Me sloe/rAo/1 b• , I I I ,�'1 Angles �•� ►loin bort 6 6r i I l i, C. Goaar e11 wtorotPk eerttoct wrfrseos wills a coat of I T, vs I01t0r s. b•S` 1 p boo M ape arid b:r ro acn-Trio/ o! err SfC.•#n + ---,r ----� -- I � -R.0 Nut _ i z ^ _ �04 *'eltef Pete► f0 aptef1a11M. f min. aerie B 9'verl spacing el"ete7 !- 1 4' 1'^ ll' For borrefn 36 t:chat and lass et wtidth,IRfe Dine of ISM tial vowti of boasts 'eT AICA $0 ill al arch se^frpn. "3•-3'1[ Sttlear Pwn w-e---_..• P�API r A,cn fi Dice,- Ina/ 0I arca seclr0+ heriAD the IMchs rolls. I End ROM VattaWt ¢ 1 ," r6y Are�wi i TAr be,leeptel shalt rdry on,lorA,l/• ,hrovpllour the lranril,1" ; I I 6-moa -- -1. " _ 12. 1+ ft bo-rIM wwd'h a=t Ndi l2 INt,ti> df Of+ editnowal teNep a Itis eewltrtny of sty eleTtrM. I >r 3 TAr cMcrerr rhee•ness•;Aon be as rolrors GE TAIL B \ DETAIL 0 h} ;!I . t ._. '1 I Sheet No 3 .- r I •" ,fake, 3 r"T -•-� 13. For berrsor9 uefed f Be. iv p,pr ohd arch Ip preps-lAo/ of I,CA w bar ""tion uhlass Ike , I t , 1 - - _ r M♦/ A loot M Aeraht M eNdrh,ttee brae wipl•e eerOF Ttv NON or;t \ Sher No J li ( I 1 IB0, Only) 77ff /- 2'I _rJ I ller►war-_a F s of 6 fast en control f gKwd or • weerlwrer6n rT(?IAe/or r Ti-) may lh,crorss of rete orpe plus 4 Inc Ms is ,realer, err wki cA rose 1 I I / \ I 11 'tt E „- Ijl II Sar No►o 3 the rohcrele- 1h,ccfnris shau wry rni(ares, liver, l/to/ of /he crre or r , II $heel No 3 I a I I r �r1eM,ch/ 1- -.. . t r t r. ---+-T r�� t _, -- - DOt iaCr,on rp Mal a/IAe Ira• roll pi1<t 4 ATUIIs 1 �ftamf� I ' \ - I -1.1 -, - - T - .1 -+n.en ' (Pipe only! irtetwM /; 11ft SIN•.• etre-. 1 !4 SMar Mn wEa/a►ao' t11e1! ba cowtntarcisllt Opera oluwwnuew w.re,tilsT 1100, 1wMr O. '• ' __-- ,--_�_-_._.,- .--__- @or To orclt oltd or;A to orcA-rhOf of fne eflor,wAp Doo or etch I'F `- ' • Shear Pin �r3 Aw�lee l \ "' -N• s F04WO1 SPtclficotie, 00-A-1N I } rbcl,ort of earn end e/the Iralirihon Md shall Vary oreifermly V-1 _ �._ I A DETAIL 8 = 4.waws7 � } 7 L _ �;T _- •T e , e 1S-�liehrr Io bo►f J of fM t r I Or/cern T/ir !re Mds ��is sear Pen- + Q•,9 i� E p M Afs"-�I y __- ) p•ciT icafiewl }M adli11Ma1 ra�airewsantf ped rbaF� y I -•) P (SIE NOIe 31 1 Th. .nlaiio- twlocr Shen be snroerA an/racy, rAilrArly Aal.rrn /he Irre - ' 4 . •`,a 4 a --q�E -.-;ltyPl J_!C - J ` ( ad/ore,nt, sacnars S At POO /4nc4FIFr em"bed"s Onr p shall be S I&C"S for prpl s,ras PJ 96 taches ° • SfyC' PIn SECTION B 1-E I•�, --- L-.� berretr (la Frar.w ♦au eyyye MLN Moly Ar•rfe PbtM l or less, Ind B +ocher ler pipe sires ars, 96 thence. go T A/�l6w ~� __jim � Lis Looker _ 4. 1'.-3000 p t ,. of 2e Dors INLET BARRIER 4 ` 11. S__'iOA E-E i 2"eT-a4. Zr■2'■t o ;'� Z`■Z■ia 2'ir11i' _.___}' D;_ �-_ 1 7 preyed consrrurl,en lv,ars eI the some eemensroes a$ eerie *I Ili*bar R.C. BOX ..(f R.0 PIPE OUTLET !�--'-�-'-:-�" • 4 fSre ELEVAT'ON, SnentZ) ! I ffl11 or oxen :aures mar D° carr+sc /Aro rph /A♦ lrensilion sire tiers a1 the I' �-I 3` -` --fI far I I 2 3-■3'■t" Q`sL2-■'a 26"x I.■ • _1a 0dii 4-i' i' i-' ' ebnlrasro,l option ser se. a-B oDo.r OUTLET BARRIER ��VATIO� j I fh fwr i �•' t 23 i a2 ■ p �_ I /'�10 6 The trans Jean strvelrre shall Ae cons/ruclyd in ecrorownre rNh Ina genera/ 1 3 4'■4'a " re,211 " "` T"Oritr 3-.3- t 3rs3'c a j", 3!i_!j# I:e flea' .! tlrrcli l hales appl,mil roba, or arch sfrrciel aAarA M The prolecl _ , 1• ° T - ��_1__Z__ j S,o Ifarmos I S i5 t n22ll S s Sa 3'.3-.41:11"'.N' 11 LT!Pipe!or ��- -•tet. } SUPERSEDES STD, DwG. NO 2-0196 SE C T I 0 N LOS ANGELES COUNTY �• I r#4'01 73Arn 3 ��_- --_ T31 (Arcn/ see Vols 3 �' - , REVISIONS LOS ANGELES COUNTY FLOOD CONTROL DISTRICT 1 seep Clµ .. D.n .,.,,o" FLOOD CONTROL DISTfaCT ALONG 3"■3`a1" sow0 V e. �Hiriet Pipe T,T - PROTECTION BARRIER Part CF A.0. _ �� 6rF++ 1 !T3 TRXISITION STRUCTURE NOTE : For Protection Bonier member - -I 1#w i-- 9• - I s • It, LOS A.NGf1LS COUfVTY SECTION A-,-A, �. I airt6,ue Shoot 3 til, 91 Ar• IO "� FLOOD GONfT1i'OL DISTR►CT SECTION AND ELEVATION I"Inm _" P a „_ �. � ' Ae1 Q1 SlydCterDl Design Details at R C bar DETAIL D L 2"' q „Inge P,M_` O «• I I PROTECTION PLAN LE lECT10hB REVISIONS ceaotomIng IAItt Barrier shall be dellAeattd -- `I - - 1 ff�t�r� JJ t rROTEIi 1 ION BARRIER On Int FrOlrCl D,Drfngi (For flow Sec4aq) Hinge : It. s --r-- _a_- 1_�sr- E, • ( I tf Arch may Aare ehe,S"tive-draped. I'M .r.w 60, ,(�Jy A•".) PMM.- »•• .•n ..•,.►,.a. 1......•-.•• 1-..-.,y., l'W. tutu/or,r/IrG l,co1 O,sem,rpr colors- S.M_I, --- "'-' -' •.,..., -- _ - -• ___ _.trr,,an � t'°' N0. 2-0 � K4. ci' 621-67 Ill tD�'..-- �� .- -"" REVI l ` F.o� PROTECTIONB/4R'RIER DETAILS aCK[ onK 'I,,, L 4jflE16'-- _..n tJDME MAR. S7 wren I os I' -«».« /��GfiS�' / - A Oise Frdne A rt 11 \ AND GENERAL NOTES tea,,._ .... J Den nr••-1,0- -J' 1. Anp1o/ : SUPERSEDES DRAWING f r= "- - i ., _ _ 2-0 261 DATED SEPT '959 ScAIR D.1[ DWG. NO. 2-026L 2 t II-6T tMryee aNFt wise ( I+1 . NONE JAN 10,'67 eller. 2 ox 3 K E 1-IS Cnrroea 5•re, o+ net SECT'ON CI-CI f (✓` TA!L C _ 4.r�.-•1 4�) W.ti - Swreora Pi _ M .l..�.� Pe (Sae Not• Mo is 8 121 dcT' '•i-�---Y- t.MtllA-K O !- RaG toed (NOTES /1 cc .I.«•.... LL1 )-/f•>'J q'M_wr!• Ael a SU�rRSCOES ,)RAWINIG - - I--- c•%r r ,oat 6.ct INF. i L Pipe C.W.n. 2 2f 0:'FC SEPT, 1954 NONE JAN O,b DWG NC.2-0267 3 ' or 3 .s, taw•. _s -_ _ - _ _ N.J. to:0004 r - _--- I Do not use-e0-006 cow-aware erre Y e r°es'Day of wheat beM. Ener. ,� �y�� *we Y P...idt•y a•.MN Wade use 7yp.GC➢ it .r•�r+erra�a-.eK{a- Om d m • .ol .Dene,a col D•ued locofo• a-d w,-Dr at adred b ,I IA'r7refared ti �,e,\�, tM Engrrer 9 y ,%'_C' r-". �~Dee Grind all exposed corneas /S:, ��>�,• i -Precast concrete t91d 1 i 146O.Ery mar a taxi r po•. �.. S,pt31 w in Brock#, 1,4'.,Tadius 1'S'-'--_=" iV'• f block to be placed flush I I IN _MLL1l992_. -I-l- sss•- a i _ -6't�J,aO'-G'R w.e.,..c.. 1.11 t,. 1_6x5./•., I I with end of as I I D'a-42' Tall treed ID' �• .ice a.fth a9 I,o'e ? , r PiPe 24'ftpes-rq >- �' at4 _-t,eew L 1'O �' r %' I I directed by the Engineer I I I \ I chow, g me I . '411,',•s op Iii Cleo,3LIDe - I I I {ro4 1 � , mar(Ll Nosy 101 I ail,a IAe gen,Piote Al` it 11�1 D� ..i tx I .,.-4, 9 � %. •toles ,deci ord I I lr �. ,,v let l:' a fn L2'Dal, N l 1 / I PIPE CT, tml Zod9aNrD10 / "fn a GENERAL ,TOTES v f 1 T. I'ttsa me % �1Ce r -dAcMd Dn lr k DETAIL�` d 1. Leases and 5!eps-Noir•sp,.ved w/Y,e'H is less inor.:50 - - - - - - - -'I` I ,. a (-bee PDe io 1xn of - S[_ �- ,Merslde 7 d a rl riM L Cs'0-•4 9.p 2•Holess:enri Wool Whm*H'ie3Ua,c•2,n•,toe,,ns!dsiet.,wbd6,., �� fir Prey ppO 3'11r1'bas M 7t6 Rpdoapd 55f�''EE :- Iv,o l'/or rMbrrsr.mgncimare,Por12mcnescM.e'ne'loor --Brick laid lengthwise mer,airfooe ror, ,jLT/0 t7'Db 36R oaok 1` -1 A. r RelirloA tap pE7N'`��,{ SEE F+eeruod aorer\ PwM aad d VOW (g' 11G , r o'd A�'r5i rurq net mart:1 hc,Q incYs be4^r rx.l roe' � I H -. 2 Rant' and mortared OE 4L-G" _T ,t• T4 mI;;W r belwern sieps or 12 Inc sr ben_1 X-f r 2 �� _� __-rr--�� GO IT le i"tTdwhull Dewiormih-ou$oothe It:ng•noi Me PLAN • SM D1pn see � r 1 �r7 i wtfd ,Ci'el+a ".1 rdl.rroce thM col leader it the wa'..,•ncu+D,»e-,ng. o7'f-Bfar� IG swI �J .ISeeSsr'rkor" "t ea'" . 2 Ladder may bolronsln,c'bd m one.erg's C! 's - ----. De+ais S�No•r 111 I lmo'lor o $ fpr DdkM Mslpf.I 6 aoniteclo•s op!on v R C P 41ser. cell �r Coit-•uclrc 'niH pile r 'a SECTI 7-Hain lVe` " � n 1"'Cement out ' T _T I �. _.Q--p 'Ie'dwhow-6wied 212'ah' y 3 or CSP Riser,correct:adcer so lx pic•e sc 4 0 Zed steel V � ! -d +4rd nai(see Nae io) 4 far 1z t*,'> P ' / Inside edge of R C P groove -• , 1 TYPE OCP a OCP I ( Note 9} Roia T Dien car compress 2. �i ir1 - capping at end of pipe D '6.eld NIA = T j -BItA 4 Ladder splr_e Dare to oe c Tel :t°w 11• (2••Soils (total 2) PP 9 P•P or erd Ot , . W.TH SI LELCCNER DETAIL"H' 21g'Aja o-.7 -,Ili doub;e n�I, SECTION pipe(if broken) �.L ,p .J. �7e1 ., ._`, - a ( W I•=- s. In at pips rrwl'npr p,°r,,,d. Add A66 bars x q3�'� jQ IL 4-�•�I. .' " I '2 Iy"sl5'b.irt • Into bear. _ L-. dip R*1_*S __ .7 V Candied R • i �� w,r bC.S.N SECTION A A � �0'jb''2Mf - m a10'^' +-�"� (total 2) _ 1. 6 Erept b•int Ns a•s[e fa Luncl:on Doze,xs., SECTION 8 B , ■4 eq.ef a gs,q.ly ftoon seal.noir a m,rh s bp.or 12 3 fro.n a Dn ` to a , a DERBISH ! TYPE GMP s-e a mrecf ws toward out•e+ -, TYPE' OCP or OCPI I See Note 9} `r 1-or 4 Bolt, Is"Not"lorlc 7) r.Dd •r.rel f-I, � { b I ]'+Y•sr"a ,y2 I'-hake a l'•Steel rungs -r Go vomr nq See Stondud Speci•cations d ` a Cement grout ea ppdnq ' i kw wt W Tr RFCiVOOG COYE4 4; I' w RIPS ISaerkxcl) a o 0 fr1fA6-., !xTpcl NTid at �2'k�,x0•_2` Sgecwl Prcr.siona. - p, rr7!ts Ga posh r Defter CDS-1"x 2+rj si7 a doe -yae J6R rrlo'e _ j / ter 9, See sort Plont -77A .,C 71 TB 'or O ) 3 Z' IrcGS.P - pistol per'aasor 'Sauowdrid �'I ~I Yrscellene°ufGM!o end TrManiSFee weq'itto• __ , GUERRA & , 'T --. .- . r Qvv»7 --t---- Iltl " t 1 grok rn.=lel - 2'-'I 1`•- ��1 1 1\ } �,n man er��rot 3:06- SECTION E E 9 Deriy,aiiar _'Type acP1 ar CW P h ret a- ASSOCIATES i5ee Seciiort B•D a, ars Ind�calr9 Trash Rats ere 1,Ix Icrnisnrd p IIS.-.'I{... ..l1=/�..'f�,-�'1 a O - - -- _ J fa hot+om Oesla••) e,tC naroiled on°11 s de ape nlrys. Z ,\ I ' /t/ I I PPFR DART OF DE "G` LQQQ� DETAIL t/ ��`1 ? 6C I� SEC-ICN B-B .e 36%.51i Roll w6wr 10 Choir,TO bol provided.nen spe_aled 1 O CIVIL E.ti'Ci:�'EER - - w TYPE G C P See Note 2, 3 a„d 4 1I Calk swci r th liable rfrs!ure of sand D0'ncnd \ ��t,RlvCe,SDpt VME ti 'A11td 0064'rnN.Stetl tem inti and eru.sif i.d asphclt ;N.latu re Dt _ _..-_ ___._ - ' --. WIT �aTE �. PakRenrocemrt(2tiegOJ pinpoionoa.n.n1,j ', sen_ a ,reF � T- 1 '. ;�' za PROJECT BENCHMARK: �a Tod,vale of L9 1V ors SS emuls••d aspnc r., 0 bars I./'p _1 pans o to", 62.1.3' SECTION H-H r 3 w D w 1��. !;:).�(f7(1 ( ( ( .) i:; H i�ill � � , r, y •'Aiv':� i( " _. _Aiv ONv,/, _iL'v�; MARK NL. 1 6�: ID 0? NlldCf09"T`tial �' Dnll aDoltnaso 0 suit ` #tNr1n•0�'• y1'r ,i:,�t 1's' .-4�- 3'S• C l .ir < '- � F-HI' !thus arinda" Steel Reis Carr 1 rdprouistepinplva (S►eMterlandT} > Brick 8 mortar closure !y091 4FTi 4:306 - SEE CIE TA L'B' 1 $i0i�I('-2' WOxeknd t r-kr,of H shou+der 10rotOn orf''SkN slip f __L_�'sho,rler: ISee"°'e it y ELEVATION 4=`' . r;'�,1\� ' ��\ DESCRIPTION: CHISELED C7 " ON TOP OF CURB, FRONT DETAIL"A i T t r - 'a___ T__ n Set/ n: '.Va'-HoleN for --� -sF `1 fir) �c' i i3s• e.s.P.-o.loq n:a .L N \. r /, L T tis n Both I ELEVATION �_ `o t;� OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 y f r°mrur+s r '�T°-:k.eld a' Dal Place.I tetra. � wr Ga,o +rt a!,t 'Itt ;i`,i ;I' MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B SECT'.OA G-C ac.,.ete 1h'af 4' ,I-•I.-, round 36" C.5_P.;iw t°Pro,,d. a 4•a'hd°• �i 1 f n.,r-incted a-oir I;2 1-r,•.f aDuN.'INdlwcs bit clot : o !cDr.:atia-.tees, i a I l F TYPE OMP or OMPI (See wde 9) is f�rud�+ T seep No+� N M (See no,e n, „est, lI alppo•t u,aer rwlq xA gale. p�.-. �,e < PIPE CLOSURE-TYPE 8 - el N'IT.I S-EELC(TER itL.�T __ 2;'2'- 3q'-I'-o' _ n tt r�e�rr,r r (Sg'Rie,t.Sar.tTeld,v _ 11q( ELEVATION: 1224.855 T } r DETAIL "A' 1 :`;1_ s°� o Ac �FAC sDi651Diarur. 1�p1 - ;� �a Chao ` ' eE oOS�RE Era Block) -_ DA I F' £I F,. E 'A' d E:-Uf'.j,;1/03 �'I tali Insld o Lie DOrrs rl3tNt ,-_ NOTES ( _ (Brick and Morton) fhw SEC ION_Ci G I I 1 - Z; ly^Ireland It . '�� 3W.4"t2Vk Pk-e1ped ' I '" (? .I i. "a"=°664 bars I& 12"o.c unless otherwise NOTE' I, DETAILS OF TRASH RACK noted on the peons SAN BERNARDINO COUNTY SAN BERNARDINO COUNTY T- T 2I Co.., I FOR PIQMP:NG NSTALLATIONS 1. Type B"closure for "D"not larger than It' A Z� CITY OF RANCHO CUCA 3 c "� 2 ^ - 2. 'b"=12"unless otherwise noted on ons FLOOD CONTROL DISTRICT FLOOD CONTROL DISTRICT ��y i } k5' rr,s,sp wee a r -t E c v - 36 unless approved or specified by the 1_._ Pec %is" } �'' � (� USE INLET .YPE OCPI or Oir�PI ,[viaiaN- pwR .. DATt _ - --- --- --- __- _ _ __- -_ _._-___ Taci weld al �. - ` � • ' RE"SONS iMN B` iATE -- - ricngle5 'ro wrisatDotkr Rise' - 3- 1 6"unless otherwise noted on plans. Engineer 0163.p. Appm caor o»s_ 3c! H H H. Z-14-80 C L 5-9-63 RECOMMENDED BY: 1_. ". x SECTION F•F 1' RC.P. RISER C.S.PRISER 2.See specifications for additional information. --------- - _-- APPROVED BY: R.C.E. 24953 �3'•2'2••r.` F - .aerie'Base I STA-L a CA-FOO,. - I - _ me No. - TYPE ODI BASE DETAIL FOR Modfrd 36R DEPAATM!v• D1 I.I.S-00T,ro CITY ENGINEE �_Q?,/6�/ DAT �`C °:�E NO (` -- DETAIL 'B" a,36RxGral STEP DETAIL S.P. 176 S P 176A 2!1 4��- P(PE RISER �NNECTION PIPE INLET _ _____ TYPE DDI NO SCAL_ 075 _ O FOOTHILL MEADOWS Sl1BSECTION SHEET ___._._._ __ l a OF 10 _a 0 1 TRACT 15 711 - 1 PROQJECT SHEET �7 E BY / DATE BY / DATE /" 6� t_ DESCRIPTION OF REVISION STORM DRAIN IMPROVEMENT PLANS DRAWING NO. C-1 DESIGN CITY J ENGINEER APPROVED DETAIL SHEET i�93-D v-,,�Al VICINITY 1"RON.. . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. BASELINE ZOAD � 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR Iz PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. z 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE, AND SHALL J SIT BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM SEE SHEET- INDEX MAP ¢ HIS OPERATIONS, WEATHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. V6 11 7 r INA Tj 1 57 1 11 4• A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING TILI ENUE DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA 11 41211=0=0% EASEMENT OR RIGHT OF WAY. N.T.S. T 0 D A im ov A IL JLJLJLJLJU5. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT w WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND OR SURFACING• z w 1- 9 OF IO 6• TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE STANDARDS V) OF THE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY, DEPARTMENT OF TRANSPORTATION (CALTRANS) "STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" (S.A.F.T.), CURRENT EDITION. FOOTHILL (RT 66) BOULEVARD 7. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS TO THE CITY ENGINEER FOR APPROVAL IF SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA w - ---- CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF I INDUSTRIAL SAFETY THEN SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA < } REGISTERED CIVIL ENGINEER. z 8. DESIGN OF THE R.C.E. SHOWN ON THE CONTRACT DRAWINGS IS BASED ON THE ASSUMPTION THE PIPE WILL BE w - - INSTALLED IN ACCORDANCE WITH THE PIPE BEDDING DETAIL AS SHOWN ON CITY OF RANCHO CUCAMONGA STD. DWG. No. 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE CONDUIT PLUS 20 INCHES THE ARROW ROUTE BEDDING SHALL BE MODIFIED AND/OR PIPt OF ADDITIONAL STRENGTH SHALL BE PROVIDED. THE PROPOSED CO MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. 9. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD. DWG. No. 120 AND SHALL BE _ _ M VERIFIED BY COMPACTION TESTS TO THE SATISFACTION OF THE ENGINEER. 10. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS SHOWN ON THE DRAWINGS ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE CATCH C0N5_,1v,.11UC_r1 51 & !"�`?I`IMAT� OQUANTITU5: � -•�'`'` .,_ I ,� BASIN UNLESS A DETAIL. OF THE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES OTHERWISE. IN ALL CASES THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER TO MEET FIELD CONDITIONS. AM CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300, SEE PLAN FOR W `-� - �.- . �. 11. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, 10- AND "V". 10 EA , I _ _�. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING Fjj A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE 2 CONSTRUCT P.C.C. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE "A". 329 S.F. OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 3 CONSTRUCT P.C.C. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE "13 -300 S.F. 12. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF CONSTRUCT P.C.C. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 307, CASE B „ ``� ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS 4 ��- ,�...- .�-:-�-~ ~� MODIFIED - DELETE 5' GUTTER TRANSITION AT CURB RETURN SIDE OF DEPRESSION. 420 S.F. - '""� -� - SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. _ 13. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY' STATE, THROUGHOUT 6 CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. 8 EA9 �.= CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 7 CONSTRUCT MANHOLE N0. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 321. 2 �+ 14. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 331. 2 �• L. PRIOR TO CONSTRUCTION. 8 --- � - �y 15. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET g -CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 333. E'°` PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). 10 CONSTRUCT P.C.G. PIPE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329. 4 EA. - 1 1 -CONSTRUCT PIPE CLOSURE TYPE "A" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. DWG. S.P. 176. (SEE SHEET la.) 1 EA. � Q CONSTRUCT PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. DWG. _ __ (� S.P. 176A (SEE SHEET 1 a). EA. � 13 CONSTRUCT P.C.C. SEEPAGE RING PER DETAIL, SHEET 3 OF 10. 4 EA - ;- .• '' 14 CONSTRUCT 36" TYPE "GMP" INLET PER CALTRANS STD. DWG. NO. D75 AND MODIFY WITH ADDITION OF 2 EACH 8" x 24" SIDE OPENINGS PER TYPE "OMP" INLET, H = 3.77' (SEE SHEET 1a). 15 -CONSTRUCT PIPE CULVERT HEADWALL PER CALTRANS STD. DWG. NO. D90, TYPE "B" WINGWALLS, H=14.75' MAX., 1 DIAMETER=120", SEE DETAIL ON SHEET 2 AND SHEET la FOR CALTRANS STD. DWG. NO. D90. 1 16 CONSTRUCT 12" DIAMETER, 150 LBS, MIN. GROUTED RIP RAP ON 6" SAND/GRAVEL BASE. 1300 S.F. 17 CONSTRUCT P.C.C. CUT-OFF WALL, SEE DETAIL ON SHEET 2. 1 EA. 18 CONSTRUCT GRADED 10' WIDE EARTHEN CHANNEL. 600 L.F. 19 CONSTRUCT PIPE BEDDING PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 341, TYPE II, AND TRENCH BACKFILL 4334 L.F. PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 120. 20 INSTALL 6' HIGH CHAIN LINK FENCE PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 607. 2125 L.F. 21 INSTALL 16' WIDE DOUBLE DRIVE GATE PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 607• 2 EA• "--" ---�. 22 ---- CONSTRUCT DETENTION BASIN OUTLET HEADWALL PER DETAIL, SHEET 3 OF 10. 1 E'• O 23 CONSTRUCT DETENTION BASIN INLET WITH ENERGY DISSIPATORS PER DETAILS, SHEET 3 OF 10. 1 EA. I O 24 ---------CONSTRUCT SPILLWAY SLAB WITH CUT-OFF WALL PER DETAILS, SHEET 3 OF 10. 1 EA. Q / 5NM1- IA OF I( 25 CONSTRUCT REINFORCED P.C.G. ENDWALL PER CALTRANS STD. PLAN No. D86B MODIFIED TO EXCLUDE WINGWALLS ( Q k� 1 AND APRON; H=8.00 . SEE DETAIL, SHEET 5 OF 10 AND SHEET la. 1 EA. . - z FOP P�-rAL 5 NOTIcr �.. .,� &- D261.3CONSTRUCT OUTLET PROTECTION BARRIER RACK PER L.A.C.F.C.D. STD. DWG. Nos. 2 D261.2 AND 2- � v BARRIER No. 3 (SEE SHEET 1a). 2 EA. I THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN 514.64 L.F. / ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO a30 INSTALL 120" R.C.P. STORM DRAIN, 1350-D. I EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW 31 INSTALL 78" R.C.P. STORM DRAIN, 1400-D. 433.31 L.F. 5EE 5HM1_ 10 OF 10 LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE O FOPL-A PPO �� PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. O-CAL-TRANS CONSTRUCT 7 HX13 W CAST-IN-PLACE REINFORCED CONCRETE SINGLE BOX CULVERT PER THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM STD. PLAN D80 (SEE SHEET 1a). 41.24 L.F. I AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCT 120"DIA. TO 7'X13' TRANSITION STRUCTURE NO. 1 PER L.A.C.F.C.D. STD. PLAN 27-D235 PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING 0-) 33 REINFORCING STEEL SHALL CONFORM WITH CAL-TRANS STD. PLAN D80 (SEE SHEET 1a). 30 L.F. I UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, p p DeKIOTES PD `T10M OF SCOW WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, 35 - INSTALL 48 R.C.P. STORM DRAIN, 1700-D. 961, L.F.. I MAW D"i , A-TeD AS MAS76INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO `Y' 62.99 L.F. tJ. A LAiV 5''T'o DQA1 ry STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S 40 - - INSTALL 24" R.C.P. STORM DRAIN, 1500-D. PLA (M 5 P ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE LO 41 INSTALL 24" R.C.P. STORM DRAIN, 2250-D. 87 L.F. FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. X ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS 42 INSTALL 18" R.C.P. STORM DRAIN, 2500-D. 391 L.F. A "I I �F,k„E. GV' $fes SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND CD-) 43 INSTALL 60" R.C.P. STORM DRAIN, 1600-D. 1817.26 L.F. W THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE 44 --------CONSTRUCT 36" G.S.P. INLET TYPE "GMP" PER CALTRANS STD. DWG. NO. D75 H=9.00 MODIFY & DELETE 1 EA. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CD TYPE 36R GRATE AND INSTALL GRATE PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 311. 51�1� 5H�ff 2 OF 10 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS FOP, `T�MF'O�Y GU`11.-�f hL-AN �' » COMPLIANCE WITH THE OCCUPATIONAL HEALTH AND SAFETY REGULATIONS OF THE U.S. DEPARTMENT OF 3. 45 CONSTRUCT 3" A.C. PAVEMENT OVER COMPACTED NATIVE MATERaAL 7600 S F C �® LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY �P G®NSTY-uc • "I"• t"TtON UG'"TULr6 1110, orry D X�>JGt40 GUGAMON A S e PLAN Sato. . �G . `� ORDERS". P � SFI� T O� 10 -1/1", 0 2 l t` t 4 ' CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB ;i S SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL t PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER QUANTITIES NOTED ON THIS PLAN ARE PROVIDED BY THE ENGINEER SOLELY AS AN ESTIMATE OF t o AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE THE WORK REQUIRED FOR THE PROJECT. THE CONTRACTOR IS HERE-BY NOTIFIED TO PROVIDE C& v`n A BID BASED ON HIS OWN DETERMINATION OF QUANTITIES AND A COMPLETE JOB. i PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF CnUj p to THE OWNER OR ENGINEER. O -,,,OJ�C Z I f INP"��X MAPU Q3 0milli MINE films MMM smsm"m mump Hm �ffmmmmffmmf Uu" OmmGm UNDERGROUND SERVICE ® DEIS , • r CITY immsufflu un IN A , k. G V A &o rU `` APPROVED BY: R.C.E. 24953 RECOMME D BY: ES G 'c� CaII:ToII FREE g4� ASSOCIATES a CITY ENGINE t DAT 1-soo PROJECT BENCHMARK- CD r� C •� �r^b CIVIL ENGINEERS 422-4133 CITY OF RANCHO CUCAMONGA BENCHMARK NO. 1 65: 1 _ . 16882 T S10W SOT. I7. A. 7-/0-06 SUBSE ON SHEET 8331 UTICA AVENUE SUITE 150FOOTHILL MEADOWS I cn DESCRIPTION: CHISELED 0 ON TOP OF CURB, FRONT �� RANCHO CUCA. CA. 91730 OF 1 OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 (909) 987-4306 �4lDfcp 5>4T, 3oF1Q... se� pi?A1�.lIt`1Ca I�.lo t8Q2_p DCa &A. TWO WORKING DAYS BEFORE YOU DIG MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B NiT. 1 ®� 1 F6? jZp-\/ISIowls" ►t Z4• ®� �tq• RAC' PROJECT SHEET � "CAUTION": Remember that the USA Center ` 11t'7 M notifies only those utilities belonging to ELEVATION: 1224,855 BY DATE BY DATE 17 OF C_ the center; there could be other utilities - � present at the work site. The center will qfNki a DESCRIPTION OF REVISION DRAWING No. inform you of who they will notify. DESIGN CITY DANIEL E. GUER R. .E. A224 EX .3131103 ENGINEER APPROVED 1693-D ,,.- TITLE SHEET - -_--. ~ fv6?05E0 SEu(Ee time � V / � _; �I;T►�L� t 14►JL of �Y_ � \�� _ A / ' 3 CovE,P tir�,v R t I�+ E`9(ST E.P - BOULEVARD FOOTHILL -- -q o — - - - _ EXIST• E.P. � .�_ 4drA 'T. _Ao Lf -- `MOTE:__ _ ED160N SHALL RE NOTIF7ED 48 HOURS PRIOR TO TH 1 SECT/O�/ C-C �- - START OF CONSTRUCTION. EDISON PERSONNEL WILL J MONITOR OPERATIONS AS DEEMED NECESSARY RS' EDIS 1190 CONTACT MR. MIKE QUINN (9091 820-5137 TS THE GAS COMPANY SHALL BE NOTIFIED 48 HOURS PRIOR rV / / / �a- ' r ` - -- - j! `��= ♦ , x.-. Y /`1 -TO THE START OF CONSTRUCTION. THE GAS COM PA _ III PERSONNEL WILL MONITOR OPERATIONS AS DEEMED NECESSARY BY THE GAS COMPANY. (7141 529-2889 Z4,00 zsa SEE SHEfT 4 OFlO C cow PIPES sYMMMY LIME <74: $t 15 17 la T1U-=1189.21 F p� - ''Fvr ♦ �9�S`^lam �q - :y � ) I I I% - -- _ X111' 1=1 . IIIL — I ISOMI(J. G7eOC1TED fAP05!•D F11JlSN u0 I QIP RAP dW !on 5A1,1D/ -- -- — 1 L dieAVEL SASE. EI.IDG'SR l�R1IDE WEST OF WALL �( , ._ _ 1 if QI►.IG+ LIA1E. / 4 W --i Sp r- WE � 01 I 0 25 50 4- ♦ Ir SCALE 1"=50 TuoTE t v 'R'•°°1 ? 1 5e+ 1) We'r SHALL 156 PLACED So AS TO M6VIDE , cz) j A mal 1. OF VOIDS, R!' 43 Z.) Su>z�ACE RaGKS SLlALL PQdT1rUDE AT zz Q ,`P LEAST IIZ THEIR VEF-TICAL DIMEusioJS. HEADWALL /,e/P eqp DET /G 5 0 . 1 - �c/ a1Z : I aW EgDwg4ST V( 15 co ; DAYL1djWT L1W6,SEE PLAN �. IZCn DIA F�sT((WTc -AL)>) Q- .P. 5.D. Y I N i. ( 5L6MjE5EYo11D) —— o N � + � ,, � �fi�'-..;u �Ili_ll� - I��lll�► i IZi1� I50� M)Q. �� C=ROLn' D BIP P11P 1 .y i SALSD/ CjP1lVEL BASE SECT/D.t/ �,7-A SECTI40,U 8 -d C"41�.UF_L To 1%XISTLtJ� �A�T11 -LIT- POVJO- 11 -ll 111 - l �°Ill-' • Lo 44 FAK 0a10T. co 3 EA. (TYf ) MT 8Ar5p Ct9A1ST,eZ1CT/DjU AJ07.�'S O CD,cJST,EOCT P/P� C[!GI/EeT A/EAD!(/ALL SEC' CIL T21�c)5' STD. DwY. A10. pO TYPE "B"K// k/I�LL,A6 IV 75' MqX , orA F r0'b';sEE D 61. W ,ei�NT aND 517. i CLOT-OFF d(Js4LG D �/L FOK CAL-TIE STQDWy, WO. D�0[ �" ti O Ccu/ST,P[JCT /Z p',i50 Mic% G�,eoUTEO 4U 4A' S/1(/D�csBUYEL Bl�SE. N� ~'��s• t�I.T�,. 1 Q �i t �i� BY / DATE BY / DATE 17 Cocrsre�cr Rcc. cuTeg wa/L,SEFDT/�/G/JBBEecl- < = Q DESCRIPTION OF REVISION ® CGulST,L'UCT CjRgP_-D Al.GD 0//DE E.4Pl�/LSA! CV9AJ,UFL. Q �9GN CITY � ` ENGNDESIGER APPROVED _. No. 29224 - � � Co(JST2UGT OUTLET PtzoTEGT10k1 BAi'>vlEiz PES - �' .y L.•A.C.F.C.D STD. OW45. NOS, 2-DZ(oI.Z AND Z-D21o1.3, =�c DERBISH, CH0V CUo%AF.7QV%1rvA 15AIMIE9 IO. 3. (SEE SHEET U5 Ia. z `� ��` C/VIS �� RLCUMMENDtU Y: CPik- 41+ ASSOCIATES � CIl'!t, F,ti'Cl:�'F.1,'RS /?rte MNEGT BEW WMAKK FOOTHILL MEADOWS S�BSF�- N SHEET CITY of (z41k,1010 CUCAMO►J&P BEAIGI)MA1?K IUO. 1405 /O (`�04 i 98i 4.30E OF a / DESMPTIOO: CW ISLED 0 04 OJ Top OF CUIZE5, FIZOUT OF FIZZ 'I RACT 15711 - 1 PROJECT SHEET m Wt)CAUT, FAST SIDE OF ET►wAuDA AVE. , D.ZS MILES N01rT1-1 OF �� p�` �� n FOOTLJILL BLVD. , 1�1EXT To P.P TZ�SSB �� 1 T�M�O�a�Y OUTLET r {iN1V DRAWING NO. aDI ELEVATOM : IZZ4.s55 COUSUUCTION lUOTES FCOSECT BUM(WMAKK GQoSS EA9TUW61K t�WUTITIES VANES 1 � ,�' ZQ INSTALL 6' HIGH CHAIN LINK FENCE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 607. l� CONSTRUCT P.C.C. PIPE CITE OF TZAt`1C140 CUCANIOI GA I? -' JMA2K UO. 1(a5 / /1,900 /COLLAR PER CITY OF (o$ 600 GU. GIS. GUr CU. as. FILLZI INSTALL 16' WIDE DOUBLE DRIVE GATE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 607. RANCHO CUCAMONGA STD. y Y 1 DWG. NO. 329. II �� (G�OSS� ��os5) EXIST aDE CWISLED O 00 TDP � CUIZ13 F1-OxJT OF FUZE � - � v�'�'%�� - 1 ZZ CONSTRUCT DETENTION BASIN OUTLET HEADWALL PER DETAIL HERE-CN. �- � '-� �'� � MWD ELISEMEr`JT / CONSTRUCT 3" A.C. \ I.1`!D>zAIJ'f- EAST S11�E OF &7'IWAI�tDA AVE. 0.25 MILES (41 23 CONSTRUCT DETENTION BASIN INLET WITH ENERGY DISSIPATORS PER DETAILS HERE-ON. PAVEMENT OVER , , COMPACTED NATIVE )IOI?TI,4 eF FOCTTWIL.I- BLVD IJEX'f TO PP. #TZ785B 10I�1 EXIST. 24 MAX. p� • ! MATERIAL. ' • Q / " 24 CONSTRUCT SPILLWAY SLAB WITH CUT-OFF WALL PER DETAILS HERE-ON. r>r(.EVATIM : IZ24.SSS X rby Z © EXIST. 1 STEEL WATER u -CONSTRUCT 36" C.S.P. INLET, TYPE -GMP-, PER CALTRANS STD. DWG. NO. 075, H-9.00; MODIFY AND � c _7- F 1j-r1I_ j J DELETE TYPE 36R GRATE AND INSTALL GRATE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 311. f }. U� PI PE r M.W.Q �t> A 4 a To N N FLOM OF 5AS11.1 85.Ot� .. _ tR to o�`' FLlTME 7 " t 6 M t At►�7 p 8 . • • I " GIMtTSI of Cal'.ApIFJ � I D - - - _ _ 832.15 _ __ - - � ►- r � SECTION A A • V _ V _ 4.25 J d0ti O F•U' 200 / SO 1205 1210 - 160 VARIES a izOAD 1LL N /0;/ Izoo s 6K. in �-+ X 15 WIDE VAtZIES I:XISrT�R/W ►r- I STrt. Y Z4 110 �-� 1195 t P1zOP0$ED 'art 1ZC.�? $.Q --� I' I f6 1185 t SEE SWEET 5 OF /0 ' noP R/W N i��I I F /O 1190 N ZD ACCESS 1?D. E T -� EX IST GZApE i solo XIS O1181.4 F6. 1 1119.31 F.Cx ^ O.SO'/> ----- yK. BKK. o LEVEL _ ° t 10 22 _ Q TOE OF SCOPE VIZAIUAGE EASEMEIJ'f ° ° o i t m \Q \� t W @ C� TOTE CITY OF ZW(- !O a t F- y� \ o _ N o ° �-, o N FLoOr- dF SASIAI Q = / S R, SO/ ap lu^ LUCAMOhIUA. - o I N �K r� o LOT q9 a N I ti��V ar 3 SECTION 0-6 ,,90 �I?ot�osEO OAS IkJ a Z3 \�bP� C QL Q �' M X. KITS. 73 i I I I as °1 5 - N LOT 98 --� X / PROPOSED IZOPK ED J I , I;.G.P. STORM DRAIIJ � N ,77, lV F k EXIST. (WADE ' f'f�OpaSEO PQ , E _ I i SEE SWEET 4 OF /D �p lzoo --r Z ACT �_ 2 5711 I \ pao F �l! a -- c,�s G I I M - • LIMIT - - - ��_ 4KAD1uC� - IJ. 00 3(0 594. SO EXIST. R/W - ►+ / \ \ OL QROP. R/w / \ V3 �C 33'+ \' y VOCABLE OFt=' f N =° E OF t7EDtGAr10tJ Foe �ItAIIJAGE FLOOK OF 13ASIM �- E.P PURPOSES TO TWF- TY of KA.Majo WCAMOQr4A I J o � SEWER W D 8r n 6� . v`'P FUTURE EXPA DEO BAs u � SECTION C-C u I 1 1 !ol VAR IES T AVE. S � 31 /� EAS \ Gr EX/ r �4F EXIST GKADE � A/4 sp 24" C.M.P. FILL WITLI 2 1� Soll� EXIST. Co SAt?5 CLA55 5&0-C 3250 P.C.C. N (d TOTAL) I � 14' rwc Mom #4 13Ai's a Is" o.G. �,I 1 �9 LO t F(.00l' OF $ASM J,It- S�fi� C, � _ O \ 3 rt.Od K� U.4'4'n 4z"E. ' f. - . SECTION .� D D , #G tA�S 8 ., 2Oo �,c C Z To-rAL� ft !- L Q S a�w s Ilp vf 14 TYPICAL F-JERGY DISSIPA-roK SECTION E-E 1' 00, K DETAIL F 1 LEGEfJD f Rcr No 29714 AL -- - N.T.S. O.5 MIIJ� 1.5 Max. 2a 6LEV I g I F. FIIJISUE .C. RAD -► } I_ o � '� � ELEV.= 1201.00 S.C.W.- BOTTOM of GUT-OFF WALL LL o I f `�� t44 1�� Z O•D 2 °�E' 4 Ate „sl' PIPE N j \ -1 I i t3.5o� \ A 3 CLF-A;Z ( Y ) \...._- _Ire o v I IOI Iln' 10 I °1w r CHAMFER (TYP) 5/4v �;1F I'RD?. ?8� le•C.?. K `t b I El..=iN12.00 \,.:.. "�� 2 � s i' o #C 6 PS > 3O CIEAR SEE SWT. S of/O �- [� a $At'S e 18" MAX. car. A 8 i i� �i 72 ho To OLI. I I * 4 os OUTLET WF //9 N I F � 0.r- EACH WAY (TYP) w SEE DETAIL uECE OUFS i I l° pp6 J tl 0'Q�li r. i� w. �b a ti• Q rt s a 2 •98 °1 ti V Z' 0 a SECTION ToE of S pE E i j __ _ STs -- 24" DUTl6T PIPE - LAT 8' / v 1 - - Ih , lV S 4-1 X14,2 O 1183.00 ti% �Z �,, ,�I,00 ��.� , SECT IOIV A-A z S L : A 1N ti a / p � IUSTALL GUT-OFF WALL . / o rrs2.lo � � O FS' \ 1182.50 '9v PEI= SECTIO,J E'E CTYP) \� (� 0`. 4til tk4 BARS IS MIKJ. EACLI WAY 0 ° 0 F5. �^' �� K XTa1L WBASIM OUTLET HEADWALL PLAN! P. C.C. SEEPAGE RING DETAIL o, C?-?- 9�7'SPILLWAY PLAIT SE LAT A-S , 50EET /0 of /O FOI= SEEPACF, F-Wq LOCATIMIS. 4 *5 f3ARS R le O.C. .Fs. / P°pJ IUSTAU. 14" POCK Mor-TAZ PAD. SEE S&cTIoN E-E alp n H EACH WAY DERBISH, SEE DETAIL L -- _ rr t ,I s GUEKRA & kEcaM�,EN�E�, Y. �� /\ �O � Q, DETAIL F L1ERE-OL1. APPROVED BY: R.C.E. 2953 rr8F.5.4z a� � �� a � < 1 I ,.�,,,: ' ' `� ASSOCIATES i8, ` •� CITY ENGINEE _ DATE-0-ep- J v ('1171, F,.ti'GICE'1:h'� _ _ _.- --- - SUBSECI SHEE1 ) , . 1 �� ;1. FOOTHILL MEADOWS L ` DRAWIQ(q VOID - SEE DTRQW)kjG 1802-D , Q.61.$A. ori ilBT a;or_; _of /O /t� airy PROJECT SHEE I $' � SI-L-r. 1 of 1, Fors REvIsIo1�1S t v��ol �'1 BASlU IKILET PLAN G---.� DETAIL �,. BY DATE BY DATE TRACT 15711 - 1 zo o� •��--� 4 CUT-OFF WALL Z3 ALL ARouuD C TSP) CUT-OFF WALL t SPILLWAY SLAB 0 / LOT 99 �7S SECTION K- K Z4 - -- - � l'>f��i DESCRIPTION OF REVISION DRAWING N0. -- - __-- _ -- DESIGN CITY - �103 T5. N7 S. 1A/f, f 11'1:.:; i _.9 a ii ENGINEER APPROVED DETENTIONBASIN /693-D ----------- .... ..... 7 7,-7-7" ---------------- ---------------------- ------- - - ----------------- ........... ------7 LN 8 9 ----------- ------------------------- -7 7 ......................... --------------------- ------ -7-tN- ------------ ------------I7j4-777- 77 ........I4- -7----------- ......---------- ---------- -------- ......... ......... ...........=7 ....... ......----------- V 7 .. ....... ---------- --------------f-17 7 ..........4- ------77 TE------- -I------77 -- ----------------------------------- ---------- 7, ---------------77-'3111010 -N 001/ ...........Z.- 1 =40' ----------VERT.- 1 =4 ------ zo 0z 18 17 16 15 14 13 12 11 10 9 a 7 ry?. t (4+8-2 60 ry?.) �4+'5?.w (4+z&.-7e ry?. 00 ry?. 4-04-80 rq. 0 4--74.50 see ET �b DF,-reW �j s&s W/ ��4Q x 1195.3 ......111 195,4 CONSTRUCTION NOTES : ..12 x 11 89�A u 11 90�3 AM 5EE OT c� CA 1 jq0 (D6 -- NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. 6 -r�49 6i Y (OF )��- 1189'.'3 THE EXI TEN AND LOCATIONS Ot 100, / 'N% / UTILITIES NOTED ON THESE PLANS CONSTRUCT PIPE CLOSURE TYPE "N' PER SAN BERNARDINO FLOOD CONTROL DISTRICT HAVE EN AKEN FROM AVAILAP E'RECORD DATA. THE CONTRACTOR STD. DWG. NO. S.P. 176A. (SEE SHEET 1a) x 1199 1%,4 SHAL T E PRECAUTIONARY MI;'ASURES NOT TO DISTURB ANY UTILITIES N, ' f WH R HOWN ON THESE PLA S OR NOT, INCLUD!Ntr, BUT NOT LIMIT�D 0 5 __ W/o, THE H.P. GAS LINES, O" GAS LINE, ND CONSTRUCT P.C.C. SEEPAGE RING, SEE DETAIL, SHEET 3. J/ TO�THE 144' M.W.D. WATER LINE, 2) 36 's� X 1116-9WIATER L, E.UNLESS NOTED F RELOCATION.x 1194.6 CONSTRUCT PIPE BEDDING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 341, 2C �4 La x 11_' . G��_ c T'HE CONTRA TOR SHALL VERIFY TH HORIZONTAL AND VERTICAL LOCATIONS TYPE 11, AND TRENCH BACKFILL PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120. CO CL 4 Q x Lu I -1 OFANYEXI ING UTILITIES PRIOR TO THE START OF CONSTRUCTION AND w a 6: 0 1 1 Al X b 4 0 IMMEDIATE NOTIFY THE ENGIN R OF RECORD OF ANY DISCREPANCIES. INSTALL 120" DIA. R.C.P. STORM DRAIN (D-1350)Z:7-t.I,2 x 118 .6 CONSTRUCT 7HX13'W CAST-IN-PLACE REINFORCED CONCETE SINGLE BOX CULVERT PER x 1 1 9 4 U2 x 3 x 11 89.4 CAL-TRANS STD. PLAN D80. (SEE SHEET 1a) x 11 94.2 0 4 .A /?7 CONSTRUCT 120"DIA. TO 7'X13' TRANSITION STRUCTURE NO. 1 PER L.A.C.F.C.D. STD. PLAN\3 y2j il)o IN) /_-t k x 1 1 88. REINFORCING STEEL SHALL CONFORM WITH CAL-TRANS STD. PLAN D80. (SEE SHEET 1a) INSTALL 24!' DIA. R.C.P. STORM DRAIN '(D-2250) 'Val 6, rl IAJ 17atle //;7 1 7�'ea 9 4-.4 w (,0rJS`Tf_UGT -MAWSMOW STCTUrf ?M CrrY OF T ANCI CUCAm0r4GPr -7 Q7P 89*1 VT!YE )L L.Li Ile x 11 88.4 :3 som. PLA111%J 33(Iq. a :2 188.8 x 1201. 0 IMSTAyk, to SrorM MAW f4 x_01..3 ULTIM4, I- F'/ x 11 9.COO r /w x 11 94.3%6c� -0-- 9.8---ds-------- ----------- - ---- ----- ------ ---------- ------- < .,d C3 14U Ln --------y LA ggL400M 6YUST -TYP6 A :3 I I A cLasuft 10 'STA. t9+430.15 1189,15(a 1'78 Z N89*1 1'35'E.C.F. ?6r- -DWG. k16. 119(o x I 195.6 11 9Z 614 x 1191,.5 1191.5 x 1191.5 _9' ,FOO (RT BO HILL k el'14057'Ira -7a c-I 1 9 7.'_k3A_j- 0 x '1190.4 44 Z.0 x 11 90.5 5.19 /w /90� Iv-lw Z' -77=7 Y, x 11 90.2 A MIR-in 77 ge-Af.;V.40. 400VO-71 "40'0 00� ll 20 .6 1 0201 Exisl 36' DIA. H.P. GAS LINE /40 o 777-�=�4 4>< of A(O 7E Mr. z7Z747 corac"40 tord2wlhelv aalll le7IJ-11-14-1, , ("RO!P,)00 ;714) a94-.Fl�?6, Clay 5 N89'1 1'35E -t4 /,O 5'larll�y WOe� A�7 Mew 0/'0 7/y 7 fl 1186.5 c/_x 1200.8 D. r-ASEIVIEUT x i 8 c�C\j 292 SE� UOTG BaLw) x 1 4.4 C)CD LL I & e Im ale, /7; DI Oil, -CITY OF RANCHO CUCAMONGA Cc 111) TT CD GUER k - I RECOMMENDED BY: cn LE : 01 DAT ASSOCIATES (n Em 41am' R.C.E. NO. 24953 Lli ZADIUS DELTA GTA TAWC115MT CITY ENGIN Xt,THIS EASEMENT HAD NOT BEEN 20.00' 84!,38*52" 29�55' 18.21' CIVIL ENGINEERS SUBSEC SHEET ACQUIRED AT TIME OF PLAN APPROVAL. 01 cf-) 8331 UTICA AVENUE, SUITE, 150 FOOTHIU MEADOWS UB 45.00' 84!38'512" 66.48' 40�98' CONSTRUCTION SHALL NOT COMMENCE PROJECT BENCHMARK- RANC110 CUCA, CA. 91730 OF'I- UNTIL POSSESSION OF THE EASEMENT cn CITY OF RANCHO CUCAMONGA BENCHMARK NO. 165: (909) 987--4306 45.00' j8' - - ADDEP 7Z. 1(068Z S.D. 6XT6W516W -A. 7-0-0� zz P71:79 44.11z IS OBTAINED. PROJECT SHEET LIJ A(D DESCRIPTION: CHISLED "E:I " ON TOP OF CURB, FRONT 0 CD OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B 0 20 40 DESCRIPTION OF REVISION FOOTHIU BLVD. STORM DRAIN DRAWING NO.DESIGN CITY ELEVATION: 1224.855 SCALE 1"=40' ANIEL E. GUERRA X�E� 31,10 3 ENGINEER 1'5.?9 7 IZ PLAN AND PROFILE ::I:� '�Z 4- 7 T IF' ------------- .. ......... 7-------------- 00, 001. ---------------------------- ------------- ......... ----------------------------- ------- ----------- ----------- _-7- ----------------- ----------- -------- + --- 25rX. 71,00va ------------------- ----------- ------ ----------- 7----------- ..............--------- ------- ............. --------------------------1�-L --------------7 -- ----------------------- ------ ----------- 71 -------- ---------- -------------- ----------------------------------- -7--7 ------------------ -------— -7—7- 7--"-'-- —7- ----------- -------------- -------------------—------ 777-7777 -------------- ------- ................. _7�� _777 7--LL ----------- ------ 7_7 __7!77 7 7 ----------- ------------- 77 Lof ———---—----- --------- ----------- --------_--_-_- ---------- Ej-7 --_---_---- !!777T- Or ----------- ------------------ ------------- ------------------- ----------- ------ ----------:7 ------- 77-7t--,7-,--_777 -7 ----------- --------_ ---------- 7 r D ---------------------------- ----------- ------------- -------- ------�j ---------- ------ ---------- 77........... T PROFILE SCALES.- 0 ----------- ------- ------------- —------------- -------------7, moffmom ON= SOME=MMWAMM sm mmm 3===mmm mmm MMWANNOMM mm ammm mmmm moorm mmmm mommom mommmm minnow ammoommom mmmmmllcffl� or VERT. 1 =4 HORIZ.: 1 =40' 18 19 20 21 22 23 24 25 26 27 28 29 30 l.dr PROJECT BENCHMARr\: CITY OF RANCHO CUCAMONGA BENCHMARK NO. 165 DESCRIPTION: CHI,'-)LED "0" ON TOP OF CURB, FRONT OF FIRE 0 c. HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25-MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P. *T2785B. ELEVATION 1224.855 V) �3 IC03 I cm cm CEZZIME:2.9�C%l In cm cm Cnizgffm===�I'm in cxmmnmmnmmmmmm=ar"ca 0 w cmmm=ommmff=m=nww=m cm commmmmumummmmcm/in m cm c a E=%� vi w c=231c:� cm n a cm cl cm cccmzmmm� cl cl 12 0 cm cm C3 cm c==m==w=======x_ C3 m C=�C3 a ca= I < ---------- ----------/W TLIF3 zr 'T EC. :4 C_c*4W 'soow A� _/Z_Z_ --T 19 4 ea"o 7e;re- V a/-7S11 V, or= oF 10 /0, SU SWF_�T oid r SEE- '50EETA'16F /0 CA T-Lo;z S. DO ��,Ql E S S1041 L o STED. NO. C0612 E NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319 Exp.j�5A Fog STEEL P-E IQ- C E NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 321, cn CONSTRUCT PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. DWG. S.P. 176A. (SEE SHEET la) �,D INSTALL 78" R.C.P. STORM DRAIN, 1400-D. 0.'75 INSTALL 24" R.C.P. STORM DRAIN, 2250-D. DERBISH, T T CITY OF RANCHO CUCAMONGA GUERRA & RECOMME D Y: CONSTRUCT PIPE BEDDING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 341, TYPE :[x �lr DAT§( AND TRENCH BACKFILL PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120. (SEE SHEET la) on APPROVED B ASSOCIATES CONSTRUCT REINFORCED P.C.C. ENDWALL PER CALTRANS STD. PLAN NO. D86B MODIFIED CITY ENGINEE R.C.E. NO. 24953 CIVIL ENGINEI'hS ��_TO EXCLUDE WINGWALLS AND APRON; H 8.00'. SEE DETAIL HERE-ON. SUBSEC 8331 UTYCA AVENUE SUITE' 150 FOOTH L MEADOWS PROTECTION BARRIER RACK PER L.A.C.F.C.D. STD. DWG. NOS. 2-D261.2 NC110 CUCA. CA. 91730 RA AND 2-D261.3. BARRIER NO. 3. (SEE SHEET la) OF(909) 987 4306 A ROCK & MORTAR PER DETENTION A4 PROJECT SHE C-) :-7 0 MIAJ. BASIN INLET. (SEE SHEET la) Lwom L BASN IKILET A E 0 20 40 LINE DESCRIPTION OF REVISION DRAWING NO, SECTIMI L- L PEADWALL rPROKIT ELEVATIOKI DESIGN ITY <= "311/03 __'c SCALE 1"=40' DANIE E, CUERRA R, E� 29224 EXP��,.I, ENGINEER A PRO ED STORM DRAIN PLAN AND PROFILrr__ . N I i : . 1 t 1 - : E i : I . : I . : l I : . t I I i . A 1 ; . 4 `y 1 1 1 l . i _ i { I t f � i a t I € f . . i i 4 i I 1 r 1 1 I . t i s i a t I 7 s i( f t . i 1 t I 1 1 ! 1 1 I eF I 1 I I I I t i t ��s 4 v',P�,�n's d S d . : I 1 { i �\ tQ} i ,P �.P / . i .STO �1 ,4,t/ t . . � i . . 1 I . . . i f . 1 I . I a a 4 3 . . . . . . v i , F . t i t f t �i t V 4 j y t i } I i f i I T t . j . + 4 F . . 1 1 f } t \ 4 i 1 f _ t I ` S 1 1 ti 1 `t Y ii 1 I { 1 . 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I t N R \ k a .Z3q Z` c.f 5. © legs- I VERT. . 1„ =4, } s . 1 ; 1 1 .-1 3 4 5 6 '7 8 PEWECT ]BENCHMARK: I� C _ .. � . {",,.-t, 9 It 6 C G DESCRIPTION: CHISLED "C7" ON TOP OF CURB, FRONT � V �0�'1 a SEE SHEET 7 OF /0 OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 /� , SUS Q�• 7c S� A\ �' ` 'b MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B NJ r h �/ \�1 r VxI �� i j /2e3 �ics3 '_� (�' Q( /'I ELEVATION: 1224.855 IIIV ( ` 11 Q K. � h 4 °/z r F _ Q sr,PEE-r c�,wE o,4r,4 11 Q h ,�� I - 1� O �B. 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Q 9c--, - 41 o� � Q,ti , . - W � y 3 <J d �� p 1 0 '� . 4 0 Q \I � \ \► 9 11 / . % � N � o � In N o � 9 f t olr l -'r•. SQA .�5.v t' k� I;� ,' Arl 1. �, , y r- •s : F K -,P)- f I i i ti lk . k, \ N CONSTRUCTION NOTES ` ``� `'° +'�'�� , ___,___ . . il 0—CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300, SEE PLAN FOR ••W" AND 'V". = 3 �--//� CONSTRUCT P.C.C. LOCAL DEPRESS ION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE "B". D E�RI3I S H, ( (�}— CONSTRUCT MANHOLE N0. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 319. GU1'FRRA IX —c I w u"`F Pit'A, K r.P,A"-* C U 0"'A F"Upf'r,r r-� A- - —— 9 \=-J CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 333. A j_ DAT �GZ9 KECUMMLNt`t J BY -� �` � ASSOCIATES APPROVED BY: ,�f � vC[.�A.t� �� — �; —CONSTRUCT PIPE BEDDING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 341, TYPE II AND TRENCH CITY ENGINEER✓1.L11�- "��'`�' R.C.E. N0. 24953 ' (1171. F.' TIVFFR ---- - . _ _ — _ BACKFILL PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120. SUBSECT ;% SHEET �Z INSTALL 18" R.C.P. STORM DRAIN, 2500-D. L\ FOOTHILL MEADOWS '':1 s , 1 (`1091 987 d �0G 6 OF /Q �— INSTALL 60" R.C.P. STORM DRAIN, 1600-D. PROJECT /�SHEEI �' l BY / DATE BY / DATE rt Rf� Z3 ' 1 �' o -- 20- 40 'j qt'll- Q DESCRIPTION OF REVISION DESGN CITY I LINE L DRAWING No. - Q SCALE 1"=40' DAA�IF. F ( i.Kka ~: ": 292> i aY. :0 03 ENGNIEER APPROVED STORM DRAIN PLAN AND PROFILE 1693-fD Q _ . i I . ; i . f i i 1 i i I i J 4 , i 1 . i . z I i i , . 1 ; ; i I E i I I I t , f ; 1 f jj 1 i 1 I i I ; t ; ; i , i t 1 I i I t I f E i I I I I 1 i i i i 1 t E f I I i i i i I ! 4 I i 4 f E I ; ii 1 i i � jj I I f i } ; I } I I I i i I i i 1 ; i ; ; I I t i E { t I I I 1 1 E i E i t ; I fi I I I i i E i , E 1 I i I 1 � s Is . I J ! i P � ED .S`d i.P � ED i I i i 1 M O.P O .4/ i . T � 4 t E S N . i s : } 1 ; i , i . t I , t , . , # , 1 , l I , t i f e J i J 1 ! i -,- :,- * - j i � : ' I i 1 i , i pt f { I T i i I 1 ; - r , i t I ; i 1 I 1 i I! : , J , I . 0. , J {_ - - „ I i ! , - : 1 - . i : N - . \ . . , . t i ' I I : : : I : i i _i i t I i t I . s I a i - (t : I i 1 f I ; I i i i t ; ; a , 1 , E i I 1 { I 1 I e' i i I i I I , I � � i 1 . I ► i i . t E t f i I ; f . 4 , s I . ! I i ; i # E { t � i { } . i 1 1 , ! i t s 1 I 1 1 I 1 , ; i i i F r 1 {{ i i E I I J ; 1 1 , I I I I ; 1 I f , 1 1 E i t 1 i I E ; i i i I : : . : i I i I I I I i , i y i t I t ; 1 F ! { 1 I I { ! y j 1 t , + 7 J J i \ I 1 I f i , i { i 1 i i I f 1 I 1 1 , I J s 4 ; I { I t 1 i i , I 1 ; {I i I I t I 'i i i I , I i { I 1 I 4 i i I i i ; ; E i J ; I I J i ; I I I 4 1 jh i , , , E I I . I I I I I i i �- i ; t t 1 E I . , i i j 1 I I ; ��. : -11 i �o i s I 1 L f 1 lI : � � : I . i + I I � : � I . '. � : . . I � . . f T -- . - -.,: ,,_ - .. -.,_ ._: _. _ :..,.. 1_.. I tet/ 4 i �L : I , I : . I - . � : I . I : - - - , _ : _ 20 : � - Cp . . i . '�� - - r� (o ��. , . i , t . I I . O 7 . : : r✓✓� v 1 : : . . . , , . F . t Z�' 1 . j,,�� . r ; -tr9.l�G� t . 'N 4. 1 i /� . 0 N i r t ! . i8 i , 1 - : t lye r j ' . Z/ 1 E # I , i b . i . . . . : } 61 a i F .i-� i . I sI . 't i } �. i \ i f : I I f 1 f { 1. , I } i Q , I t S I t t i I 1/" `f f p V F . � 1 I r� I I Q E i I I I f t t ; `i tV 4 •� s ; It I t i ; I I { } 1 I f r s I i j t I � . I i f y 7 I Q E i i �• t i i 4 ! Q, I k % I i i i i I i k t f I 1 i I , E , r i t , 1 4{ J i t t 1 ; I { t I 3 i , i N I i i i i pp�� I i 1 -V I s 4 i , 1 : I : , I , , . . . . - . U . a . U M : 1 : : : . - \ } . } J { . I . � , . , \ I y � I a : : $ E \ i ; i I . V { I I i . \ \ V I 1 , I I I ,wa i V I i i i V f . 4 , I \ 1 I i , E I i l I I I 1 D , I 1 i { i I } I , i I i I t i + I i 1 i , 1 1 f ti � t i 1 I - I - 7. �f I i c9c'.s P 6 fG' I I ii � z �. I f .S. -B r' .s' ii Q . . . : , Q i t : . t I t ` i i { . , 1 i i ; 1 , i } . I d 3 r'T;�4 9'4 60 aPC'� do � !T CJ' S i iC La`' 1Yv l�.tJS iP'!/ J'7d 7 L.f� �IC'P/G�n-Dt , . I 1 : : 4 : I : : . MPSO { 1 . . . . i . : . . M PSD . . I KOFII.N: SCALh;S. i . i . i ; . I , . . , 1 . i x xIL.. i 40 . : I ; i + , i , VERT.: � E � ER , T 1 4 3 1 j I I I I I t - I i i I { , t I l () I U I I I <', I :3 \ 3 . to ,`T.PEET ezwliE0 17741 PROJECT BENCHMARK: N i \1 0 ,j=2i�oe o/" O .e=/ssv'S�'' cl ,.. ' .qp `e F Z o Q �y \ ,P=JF�p&W' iP- ¢QQ4w' DESCRIPTION: CHISLED " El " ON TOP OF CURB, FRONT \ cl , Q ( 1 L Y t- , OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 � Q _Iq i V1y _ //O�� ` ///// MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B V- r- a T= ssR4o TS S�9/' \ \2 11 � 0 N lyl,-- �. � N 3 j,�, - 5 ELEVATION: 1224.855 t7 -yr , I I % � v-i -t 6 % ---- � �, O �� i \ 1. e V - 80 '_ 7s 0 ab o . -7' - � � ca 3 1 ZZ (� `n \ ' ' Q, � ' 78 Irl) o f9 r t _ �I V �11Ae XMAvllfP, I,V CU.Pl�E, .4W,W Z -. I� 2 0 !V � � :off 1.50' W y � ��. --;,. %4Z ��i1 IZ i - -- - - - - - --- k.i tj - ,:� 0 'd- z-r-s-o'-x-.-" ti 0 � �l I V Q - i U � amoo Q - - ----- - N 7�/ N \ '( _—v -< W Q \-- y` - �—t3A'�� `ti�3 A o W I ` - a i —/ I2 I°l j� 42 -- f ,\�' , u.oz°3r'd�"E. 43 - �°--- — 25 \ _10- ` ,.� _ -. 4 4s° o o \ now— - �• I -- _ _ wmmw� -- -- - •- 40� 0�1 =0J � -.. -- �..-- =i' 3p' �O 'iO N- -p O�?o �. Na � Q I 1 O cfl o k k N16 t �0 NV looQ�h v I0 _ v ;��ti Il. �= > o � ��' - � �� t* --' ~gyp 2 m �0 �� ``g �o V)\' ti `� vh C\ cli � � ti � N J ' \, � Q 'h \ CLL \ vcl % �0 w y o 9 N — .� Z n X CONSTRUCTION NOTES 0—CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300, SEE PLAN FOR -W" AND -V-. Z ��!! CONSTRUCT P.C.C. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE -A-. ,��'"'�.1`".," . ((o}--CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. "' _ . u CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 333. Irl CONSTRUCT PIPE BEDDING PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 341, TYPEII AND TRENCH `` BACKFILL PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120. Rj, 10' IT, -A - -Y V F NY `#Z INSTALL IB" R.C.P. STORM DRAIN, 2500-D. . 1. �' I GUEKRA & — - 4 I I clwl It K C FTO C It Vw F'Fi R t'r-�-! _— u INSTALL 60- R.C.P. STORM DRAIN, 1600-D. -�"' _, �1� RECOMMEN EL BY ASSOCIATES APPROVED BY: -�� DATE -� 4G it .. " int a • - fl CITY ENGINE _ _ t Cll'll. F%C!1F,F'R ---- -- - FOOTHILL MEADOWS — - ---- SUBSEC?ON SHEET 7 OF �0 ��o�>} , sof' — I ffklr�� Lj A PROJECT SHEET u� cl ACT TR 15711 1 n BY / DATE BY / DATE » 1) ? OF i 0 20 40 _ 11('tl /A DESCRIPTION OF REVISION LINE B DRAWING N0. SCALE 1"=40' D91vIFi l rir :., �'-j 03 ENGINEER APP CITY STORM DRAIN PLAN AND PROFILE /(093 -0 E . t ; - I 1 € I . ; . . i h i } , , i i t 4 t 7 i ; 1 % . € 1 1 C I 1 tt I . I 1 I i r i I I A, 1 i i I 1 1 i , I i { 1 t# 1 ; 1 e ? e i t I` I r I I . I i i i 3 i \0.$i 1 }# I + i i 1 t f ; f I 1 i ; C I jt` i Y 1 i t i I i 1 t . t 1 1 I i i . 1 � }j i I I V + 1 I \ - { I 4 , 1 y i ; }S i i 1 1 ; r � i 1 } 1 1 I . 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Co#►Ju,�s: ID f9� , i .„ I1 I M - ti �aW .4 .1 to T T= /09./Z' T=/Io.33' 0 ., , I ( � 'k t J vs Fr- o -rNE s7A¢T cF ,a>v,f co"-_-rvucTio.4 4 TIaE CO&JTf-ACTeit S►�41.L LOCATE JSoTH O 'd -/•Zs39', O G =09'29'33" 75 / / 27 �* ti0 __ LeCA'tloaS o� EXIST. C7.T.E. ff �, c,4B.�y cr. ° -' NeeIL. JECT .,PsBGt�GYI, ,P-loo,06' 0 QO w R1 t it XI o d CoNDuiTIs) t-loTIFY THE Eracf>Jia�� OF / tzl �' m � 18 . h =t0.63, Zs9g.oa' V � �� \ '\ y LECt�eD T L'fTV OF (ZA�K410 CU CAMO►.�G,A T=/ ..�2' T=¢9$2, � A b v� "N NI:t(\ ') y-, � �► Ih1SPECToQ W1TN aNY D1SC¢GP�.�Jc'tSS_ c •: �% I by Va ql � � N � v O 11 \ I r' -� 43 - M V X . h o� � a� ll*_ , � � 00 M � w31 26 a .I � k �o y .- a1117, %, \ % ' CONSTRUCTION NOTES IS � x - 11 I ,� � Qa g �--� U 2 5 a % 8 h ( ( }--CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 303, SEE PLAN FOR 'W" AND 'V'. 3 Nd % a • `--� CONSTRUCT P.C.C. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE "B" \ 't , y� \ �--� MODIFIED - DELETE 5' GUTTER TRANSITION AT CURB RETURN SIDE OF DEPRESSION. h - \ ((pr—CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO.318. 9 t's�.'- ,-- v I L:�-, ? f `t N�= - CONSTRUCT MANHOLE N0. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 321. O_ I . C. G�,� ,:r `l o--CONSTRUCT JUNCTION STRUCTURE N0. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 333. V n G,7:'ti J __ I°� CONSTRUCT PIPE BEDDING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 341, TYPEII, AND TRENCH 4 1 BACKFILL PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120. 7 1 _ ' �_ g� DERI3ISH, I y, 4Z INSTALL 18" R.C.P. STORM DRAIN, 2500-D. � GUERRA & P71FTYA �3 INSTALL 60' R.C.P. STORM DRAIN, 1600-D. ASSOCIATE S 1 5 \ "t`�Q� APPROVED BY: 1 //, ' - C.E. 24 53 Rm Y/ �► O ,._ � ,� /� CITY ENGINE �J� l o DATE/ IO CONSTRUCT P.C.C. PIPE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329. 1. ;r CIt'Il. F:.VC/;VF.'F.'XS L � -- -- --- _- - - - - SUBSECTSHEET J' �2 CONSTRUCT PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT *7-1----_ •1 FOOTHILL MEADOWS OF O "n STD. DWG. S.P. 17GA (SEE SHEET 1°I. PROJECT BENCHMARK: 35 INSTALL 48" R.C.P. STORM DRAIN, 1700-D. Cllr r•',',- t, .f < ,ll ,,,,.r K b;:: f_1_91 -R r,,0- Lr' DESCRIPTION: CHISLED " ON TOP OF CURB, FRONT TRACT 15711 —1 PROJECT SHEET a- OF FIRE HYDRANT, EASTOIDE OF ETIWANDA AVE., 0.25 _ 2� g)/' �7 Q MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P-#T2785B 0 20 40 * r }+�' * BY / DATE BY / DATE i�T » +f Q SCALE 1"=40' DAA'1{' F ( F 1'r: Moil A D�t4dRE�ON Or REVIO ON LINE 1! DRAWING NO. - -� ELEVATION. 1224.855 l__ 99 ENCNEER APPROVED STORM DRAIN PLAN AND PROFILE 160 .?-0 _ . _ _ _ _ . ` . i . i : I : : : j I . : : . : . # : . . . . ' : ' : : 01 : : : 1 % : . . . . �+ . . . I - - . . ' # : . I j : . : I , ' . . - . . . , . . . I - . . 1 - . I 1 . • I , . - . I r , I i I ; . . i s - I I I s j I ! 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II .i IN �! 0 /Z '%� ) I / b v o� h yam/S� ST.4PT�ly.t/ Q O Q y �' a \ o n /OY4406 E.C. 4e8"�PC.� PlP�' 105 1 - : Q _ . LATERAL rD-Z __._ _ - - - - - - SEE SWEET, /O OF / 3 .� - -- x t �' SEE SHEET /0 of /0 __ __ 11 --- A-- 41 — --- -- -- - -- m I I - Q - 3 8 o Z ..L-I " 4 - � � $� 9� 19 Z19 — __ CSC)0 C)C�. . . . . . . - . - oa�rW 42 19 - L/,vE`n" t9 18I vrra�,oC E.t'iSlE.P. N _�k CyL/.{/E SEESf!'T 9 OF/O - - $-- - - \ - rm1111i _ w_ ______---_ __ �, ----E 401215,P.9L D- - - - _.« 1J SSI°5�0'041` E. - - _ o _I Af -_ _- /9fS0/B el"'if B - - -- lb - Af SEE SI•IT./0 OF/0 1c) qp 1D . _-- 19 3 - .1 N,c ---- - - - _ — - ' p; - --- - - -- --- —--- -— - lz� — —— - - - - - - - - - —_ - - -- - - - ---=- — - - -- -- - - ----- --- - - - - —40 QQL� A� y r._k7�' M- ,C)A� -'9' . . . _0� � -< C)-1 Q2a�c� A, A- �- 'p- 'y- - - ('i") .,Ii L. 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NO. 331 • -r �{ CONSTRUCT 36" TYPE 'GMP" INLET PER CALTRANS STD. DWG. NO. D75 AND MODIFY WITH ADDITION OF I - 2 EACH B" X 24' SIDE OPENINGS PER TYPE "OMP" INLET, H ■ 3.77'. (sEE 500 T 1,3-) . • . - - - pr (� CONSTRUCT PIPE BEDDING PER CITY OF RANCHO .CUCAMONGAO. 1 STD. DWG. N0. 341, TYPEZ[, AND TRENCH DERF3ISH, _ c I I 'I (7 F R I �' BACKFILL PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 120. RRA 8C GUI , - Igpi"'1100cuCrA -F'pr1r!1'd"kA — j INSTALL 48" R.C.P. STORM DRAIN, 1700-D• , R.C.E. NO. 2493 RECOMMENDS" BY:ASSOCIATES - APPRo�Ev BY - 51 @4 _INSTALL 24" R.C.P. STORM DRAIN, 1'500-D. ----�� CITY ENGINES ,. �/fj� IATVV�;� ?. INSTALL 18" R.C.P. STORM DRAIN, 2500-D. CIl'!1. F;1'G1.1'f.'F,R - �� (Lr L SUBSECTION SHEET (2j _CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 333. PRQ,ECT BENCHMA � ) .,, ,1 � TRACT 15711-1 ��-JJ rit;s�, s+fi, r:�, 9 of O - C, , .f�'A'-r , c;-, " M PROJECT SHEET -IQ CONSTRUCT P.C.C. PIPE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 329. - ' DESCRIPTION: CHISLED " O " ON TOP OF CURB, FRONT uq D �� G�__ �2 CONSTRUCT PIPE AL SURF TYPE "8" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 �f= BY / DATE BY / DATE STD. DWG. S.P. 376 A SEe sraFFT lot. MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B 0 20 40 � LR� Q pRiPT14hi OF REViiON DESIGN CITY DRAWING NO - ELEVATION: 1224.855 SCALE 1"=40' DAA r i.i , -a F 2y22 �. � ?I 03 - ENGINEER APPROVED & PROFILE PLAN /1093 - U II' ,I - o 11� Ln . . •# . ! .G • �1U t' I \ I N i W ✓i cn a . M w J p v N J. 1 . ; st, i - . _ s . 6 . . , . . � R' , b \ � W � �d � w y h { � V Q d `11 V I Q — v! v J . 1 .PRaP. S. . \ S r - v% . \ t: AVER S.D. � t � w d -� d . N \ 0 I �i $ �. �; ` b no . a - �► _ I \ o - $ a . 4 t~ � � + _ . . g a . I - �. \ a t PROP. S. �. 6` F 4 :>� o �1 s - D . a '� . PrOP 5. . h -t- O OVER .O F . �, g 8 `� e p W o I : : '� ovER s. ) . : 2 ; 0� . 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HYDRANT EAST SIDE OF ETIWANDA AVE., 0.25 MILES NORTH =z ; W - '�- -� t_ D FOOTHILL MEADOWS SUBSE °" SHEET OF FOOTHILL BLVD., NEXT TO P.P. �T2785B. a " '` 1 1� OF IO < r„ I yGil) :�8i 4�i06 PROJECT SHEET 1 BRACT 15711-� ELEVATION: 1224.855 sf'e' tYt'L�. 1` . F _ - - l�'Iy 0 DESCRIPTION OF REVISION DATE BY UtiTF NERAL PROFILES 2� of �7 r i DA,hIF.L Gl t7.:. � .' °' , ;