Loading...
HomeMy WebLinkAbout2161 GeneraMotes 1. All work shall be done in accordance with these plans, the'rity of Ranch Cucamonga Constructi ifions for Public Works ____.ion –current edition Standards and the, lements of amendments including its annual supp Contractor shall be familiar with and shall A tion or ad re ta rds,and Specifica sible f he' nce to these S nda V, A0 be respon N V��q, AY al e OF 17 X A%P A V . y V J AW 2, All pipelines or substructures of any kind,telephone or power poles, water meters, V v s A ithin the right-of-way limits or in "'Y L f c.,shown or not shown on these plans V et kl'L ire hydrants adjacent areas where improvement work is to be done shall be removed, replaced, relocated or protected in place as required at no cost to the City of Rancho Cucamonga M� ML IV MMOOMM 3. 'Any contractor performing work on this project shall familiarize himself with the site and shall Ies resulting directly or indirectly-from M=M% M be solely responsible for any damage to existing facilif iff ff ff 'a I..ow A6.&**w A-rep JL_ AMMOV, A60=001 TR Ls'Lm' mmlomm IM 'mak '00' VEM�� N I Z: 5E1 A V0 I- X his operations,whether or not such facilities are shown on these plans. 4. A permit shall be obtained from the City of Rancho Cucamonga Public Works, Engineering A Department prior to any encroachment,or construction within any City of Rancho n -of-way. UJ HILLSIDE WILSON Cucamonga easement or Ight -stakes shall be set at all 5, All grade stakes shall be set by the Contractor or Engineer. Paving CL Z BANYAN hinge points,edge of pavement points within 0.01 foot of sub-grade elevation and at not < H 0 1/4 Z more than 50 foot intervals. Additional paving stakes may be required by City Engineer as Ln _J needed at warped or'vetfical curve areas. 3: )309 U SELINE 6. All sewer,water. electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paying. Z _)N%moC PRCJECT SITE UJ < UJ 7�15 7. Compaction tests of embankment constructiont trench backfill,compacting original ground FOOTHILL and all sublrades shall be performed at no cost to the City of Rancho Cucamonga. A _J Z U > _J U ARROW written report with these compaction tests shall be submitted to the City Engineer for > < approval prior to the placement of base materials and/or surfacing. A 8TH the City Engineer. 8- At the completion of paving, a materials report shall be submitted to Listing all tests or determinations completed to verify stability of) content and gradation of asphalt pav ng. ^MAN* 01— 9. Prior to installation of any paving, a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify: R-Value, sieve analysis and,sand VICINITY MAP equivalent of aggregate base. SCALE: N.TS. ...... n to 10. PaVing shall be performed in accordance with R-Value and Pavement tests take determine structural sections. I m 1____ ive soil,which consists of rocky material, the 11.When improvements are to be placed on naf r de n NNNNEENNNNMMW� NNW sub-grade shall be prep�red by remoVing all rocks which protrude above the sub a a d tt ith a fine grade matedal of quality be er than the all voids or depressions shall be filled vvi native material. MORNING CREST PL. PROPOSE0 LOW BLOCK WALLICOBBLE STONE ered by the E,P.A. a soils sterilant regist -grade is to be placed on sub 1Z If the asphalt concrete STUCCO FINISH EXIST 6' BLOCK WALLI rmly applied at the manufacturers for use under A.C. and P.C.C. shall be unifo Adth-prior to paving. 14' OFFER OF DEDICATION recommended rate for the full pavement v 13, Estimate of quantities is provided by the Engineer only for the convenience of,the developer, 2 10 ination of constructi6n quantifies before submitting contractor shall make his own determl ry Q� the I plans,which 'is not specifically listed in the Q_ bid. Any!tern of work required by these 0 work, ck� estimate�of quantities, shall be considered as included in the other items of 9 44' ed at 0.4Z g andard Nurnber401 shall be construct 14, Street signs per City of Raneho Cucamonga St ............ ....................... ---------- Emm NNW each*ntersection. 7 77V ----------- EAST AVE. I S. city appmval of plans does not Telleve the developer from responsibility for the correction,of 2' 30 1 error and omission discovered duiring construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. P 1RU" J E U`T S I T E 16-Wprk site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout TI 8.0 R 70 W� son vRNMNMNMWMMM0� mmm ...... EMWNENNNEMMNMN� M� on= construction. Site shall be cleaned upon request of the inspector. 17- Contact all Utility Companies as required, 0 hours prior to.excavation., EAST AVENUE Provided for your convenience are the following.* SCALE. 1" = 10' STA. 2+86 TO STA. J+82 A. San Gabriel VAIIey municipal Water District (626) 969-7911 Mr. Bob Stallings For Base Line Road Construction SHILOH WY. LAWRENCE PL. B. Verizon (909) 469-6327 EXIST 6' BLOCK WALLISTUCCO FINISH C. Southern California Gas Complany (800) 427-2200 Residential Z 216 N. Euclid Avenue (800) 427-2000 Commercail 0 LOCATION MAP Ontario, :cA 91726 (909) 987-2591 >— UJ SCALE. N.T S. D. Cucamonga Valley Water District 10440 Ashford Street Z > < Rancho Cucamonga, CA 91730 14' OFFER OF DEDICATION E. Metropol I itan Water District (213) 217-6092 >_ 0 700 N. Moreno Avenue < La Verne, Ca 91750 10 (888) 892-2253 F. Adelphia 2 (888) 438-2427 G. Charter Communication 6680 View Park Court 44 A 92503 Riverside, C 5 QL 2.. 4% .............- ................. .................... .......... 5' 7 2 ---------------.. ... 30' TI 8.0 R 70 EAST AVENUE DATE CITY — DESCRIPTION OF REVISION APPROVED SCALE. 1 10' Am I& a &"& E M A#W& ON& & AOR& IM & STA. J+82 TO 4+77 U A`AM Us N U A STA. 1+82 TO STA. 2+86 '00' U /All CONSTRUCTION NOTES UT F K §% ft§L;HtJ L; U Qjj�T I T�IE S� 288 L.F. U CONSTRUCT 8" CURB & GUTTER, TYPE A2, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 104 ti % 1C STREET 0 R E " E RV " I r G) CONSTRUCT 5' WIDE PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN Nc. 103 288 L.F. N N' S CONSTRUCT 5" AC ON 6" AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 100—A 10,115 S.F. 1MPrRw&0`VEME` 0T "LA" CONSTRUCT 36' WIDE DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 101, TYPE C 1 EA. DRC 2003-00022 CONSTRUCT ASPHALT CONCRETE BERM PER CITY OF RC STD PLN NO. 104 TYPE D1-8. TRANSITION TO FIT FIELD 50 L.F. Sheet List Table ROW 2009-00528 (D, CONDITIONS, PER CITY OF RANCHO CUCAMONGA INSPECTOR Sheet Title APPROVED BY: DATE: C Sheet Number GSAW CUT AND REMOVE EXISTING PAVEMENT 10210 S.F. TITLE SHEET NDEN ), CITY ENGINEER R.C.E. No. 53672 ) RAISE EXISTING MANHOLE TO GRADE 2 EA. 2 SITE PLAN RECO E ED DESIGN nd Service Alert r"n Undergrou INSTALL 9500 LUMEN HPSV STREET LIGHT (BY SCE, PAID FOR AND COORDINATED BY DEVELOPER) 2 EA. 3 TRAFFIC STRIPING PLAN N o. 5!31�1 R.SILVA Cucamonga Valley 0. G) . 4 CROSS SECTIONS Exp. 12 1 10 Water District SHEET 0 Call: TOLL FREE DRAWN [J1GvF[PJNG0FPARTM1-NT 10440AqiFG8DSTPEE1.PANCF0C CRJONG&CW0 r= G) NOT USED 8 EA. C vj\� (94987-25901 1 4 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 2 C k M.GARCIA OF- 0 1 -800 C.E. NO 56306 DRAWING NO. UJ VVY 1 EA. CHECKED 227-2600 RAISE EXISTING VALVE TO GRADE 'le 2161 J.130SLER DATE FILE NO CP 4783 M 0 _J CL >UJ CO< F-Z TWO WORKING DAYS BEFORE YOU DIG Q V)W <_J _J U_ BENCH; M ARK 2" BRASS DISK IN CONCRETE WING WALL STAM PED "CITY OF RANCHO ........... ...... ....... CUCAMONGA BM 10032 1987" AT .............. ............. NORTH EAST CORNER OF FOOTHILL BLVD. .............. .............. ............... ...................... ........... ............. ....................... AND EAST AVE. 5' SOUTH OF NORTHERLY END OF WING WALL OF .......... ........... ........... BRIDGE ACROSS ETIWANDA CREEK ........... .......... 'EXIST. GRO( ............... ...... IND CENTER LINE ........... i ELEV: 1195� ............... ........... ........... ------- .431 ............ .... ........ ......... .......... .............. ......... ............ .......... .......... .............. .......... ........... .......... .......... ........... ........... .......... >( ............ ...... ....... ............. .......... 0 .............. .......... ........... ks Z .......... .......... ........... .................. t ............... ...... ............ 3275 ................ ........... .............. .......... ------- ............... ........... ........... .......... ............ ...... ........... ........ 11 UL) .............. ............................. ......... ............ ........... ....................... ........... .......... ....................... ............ ............ .............. ............ ............................... .................. ................. ..........A ............... ............ ................ .......... ............ .............. ...................... ........... ........... M .............. .......... ............ ................. ...... ............ ............ .......... ............. ................ Lo .............Cq .............. .......... ............. ... ............ ............. Co .................Cq ................. ........... .......... 06 . ......... r- 0 .......... r- V ........... ............. ........... T 285 ............ .......... 0) .......... .......... .......... ............ ............ r ........... U_ _j .......... .............. ....................... t V_.............. ............. .......................... + N ...... ..... .... ...... + ............................ 1 V) .......... e ....................... I.—iuj ............. + ....... + .............. 1 '^0 ..........I ........... ............ ................. )GROIJ ............ ............... %i......... w IND i Z�w .......... M �-EX(ST. V�ESTJ Cul? ............. .......... LU i i % 2 .......... 20 U A ........ ...... B �INE 0 ............ ............ ........... ............ .............. .......... ..... ........ 6 (n oo ............ ........... .......... .......... I........... ..............z ------- 'C. 0 D T. ............... 2 0 --Woo' ............ ....... ........... ........ ............ ...... ........... ............. ........................ PROPOS ............ M ............ ............. IL p ;ED 0. ---------- 11 rTER 1275 ............ .......... ......... ........... ........... EXI TING T.Q. ............ ............... .......... ............ .......... ................. ul ........... ................. ............. ........... ............ .......... ................ ...... ......... LOWUNE ........... .......... ...... EXISTING ............ ............ 4 ................. ......................... t.......... ............... .......... (2.0-0 ........... ........ ........... .......... ........... ......... .......... ........... .......... ........... ............. ............ .......... .......... ............ .............. ............ ........... .......... .......... ........... H ORIZ: 1 20' ",........... SCALE:........... .......... . .............. VERT: 1" = 4' 5+00 + 4+00 00 EXIST. HIGH BLOCK EXISTING 36' SWING GATE ON 1 +00 2+00 WALL/STUCCO FINISH STEEL TRACK NOTE.- (PROTECT IN PLACE) (PROTECT IN PLACE) IFY CONTRACTOR TO VER LOW BLOCK EXIST 12" PVC DRAIN M I TI-CLIMB DIR 1 C WALL/COBBLE STONE T.C. ELEVATION R E L (TO BE ABANDONED IN PLACE) EXIST. PILASTER WITH AN Ix (DETAIL B HEREON) TRUCTION DECORATIVE COLUMN CAP PRIOR TO CONS EXISTING WALL 'I i7i 1 PRIVATELY MAINTAINED (DETAIL A HERE ON) TYP. IN EAST AVENUE. (PROTECTIN PLACE) PRIVATELY MAINTAINED Z EXIST. CURB OPENING CATCH BASIN PROPOSED TREEj,_TYP-__n COBBLE STONE PARKWAYS 10 rA 4� (PROTECT IN PLACE) BETWEEN TREE WELLS (TYP.) CP 4 4,, EXISTING TREES EXIST. BLOW OFF EXISTING CURBSIDE rB -A & PLANTERS (TYP-) > il ACE) DRAIN OUTLET 2 1 I (PROTECT IN PL (Z Z (PROTECT IN PLACE z STA. 3+07 C) (PROTECT IN PLACE) 7 4 1 M 11 STA. 4+56rca'\ 1� C) 14' OFFER OF --A 4 DEDICATION HP DETAIL C HEREON TO CITY OF R.C. 110, 04 cn + Ln 'w L 7) EP------- FfOPOSED RI 71 R- 1.10 EXIST RIW EXIST. LIGHT POLE T. R1W .......... 7777777777 3 6 2J': :7 ED GE OF�'.,PA VEMEN T TYP. C) EXIS T. FLOW LIN L DETAI 7 � EXIST. STREET IMPROVEMENTS L0 N.TS. PER DWG. NO. 1766 10(l EXIST. AC BERM (SHT. 9 OF 9) 000" 01 ee 5+00 VE 4+00 L:z Z_Z CITY OF RANCHO CUCAMONGA 1=AST A - J+00 PL CITY OF FONTANA 7 8" ........ ... ���E-XIS`Tf�LVGHT­POLE�� ---------- ,Z/\ ............. ............. EXIST. LIGHT POL _S- < #4 @ 16" OC VERT. ALTERNATE HOOKS(Z 2—#5 @ CONTINUOUS 0 4" SW 00 ............. 4 > 2 EXIST. 36" STORM DRAIN 16' E/� DESCRIPTION OF REVISION PER CITY OF FONTANA DWG NO. 1632 C: WL 0 AM a) DRIVE E DAY n > m ON Opwtf CAM 0 DETAiL _$pl3$1 E N.TS. ND "ONS UUTION NOTES E E RVI` T R E E T CONSTRUCT 8" CURB & GUTTER, TYPE A2, PER CITY OF RANCH N NO. 104 MIN. GROW SPACE SPACING SIZE QTY. STREET NAME BOTANICAL NAME NOTE:- 15 GAL. 8 T P L R1W 103 ANDIFLORA 30, U 0 CONSTRUCT 5' WIDE PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO EAST AVE. MAGNOLI NCN 80 IMPR"VEMBIN "1 1. RIVER ROCK COBBLE GROUTED AND MORTARED INTO "D.D. BLANCHAR SCALE 1 =20' Cp OCKS SHALL BE ---I EXIST. EP 3: WALL, NATURAL GREY cp AN NO. 100-A 7- CONSTRUCT 5" AC ON 6" AGGREGATE BASE PER CITY OF RANCHO CUCA DRC. 2003-00022 ro SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE co IRON CONTENT. CP 0 E C Ll L I L TREES DISFIGURATIONS AND EXCESSIVE PLAN NO. 101, TYP 'OTES FOR STR 40 CP -A CONSTRUCTID\4 iN 0 20 ROW 2009-00528 5 0 1 CONSTRUCT 36' WIDE DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD 2. CONTRACTOR SHALL INSTALL M 3 @ 2% 0 C.F. CONSTRUCT ASPHALT CONCRETE CURB PER CITY OF RC STD PLN NO. 104, TYPE D1-8. TRANSITION TO FIT FIELD 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STD. DATE: C AT 16" O.C. OF EXIST. PLANS ESS/ APPROVED BY: CONDITIONS, PER CITY OF RANCHO CUCAMONGA INSPECTOR R.C.E. N o. 53672 E 8 C.F. AC SWALE CITY ENGINEER NOMIC SOIL REPORT NDEN �8, F: > SITION 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRO 0 TRAN TO REMAIN NUSUAL TOXICITIES OR SAW CUT AND REMOVE BE FURNISHED TO CITY INSPECTOR. ANY U SHALL RE E L SOIL AMENDMENTS, NUTRIENT DEFICIENCIES MAY REQUIRE BACKFIL DESIGN Cucamonga Va ey TO ice Alert J 61—N RAISE EXISTING MANHOLE TO GRADE AS DETERMINED BY THE CITY INSPECTOR. No. 56306 Underground Sery R. SIL EXISTING AC D COORDINATED BY DEVELOPER) Water District SUBJECT TO INSPE CE BY THE Exp. 12-31-10 INSTALL 9500 LUMEN HPSV STREET LIGHT (BY SCE, PAID FOR AN SHEET 3. ALL STREET TREES, ARE CUCAMOICA,CA 91129 DRAWN 10440 ASHFORD STRIE1, 0 c 4 FREE all: TOLL 2 ENGINEERING DIVISION. NOTUSED CIV L TO 6 OVEMENT PLANS ONLY. EXIST. F M. GARCIA OF- BLIC IMPR 4. STREET TREES ARE T OF CN R.C.E. NO 56306 BE REMOVED 0 1 -800 DRAWING NO. STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGE C x2s�� 2161 DETAIL- S. STONE DATE CP 4783 7 4i,I,I I - 0 ) :3 C) 227-2600 RAISE EXISTING VALVE TO GRADE FILE NO N.TS. ------------ TWO WORKING DAYS BEFORE YOU DIG R/W R/W R/W `i 1290 I I I I 44' I I 32 44' 44' 1.2$0 32' 32' I 5' 2' 5), 2' 12$0 5' 2' EXIST SURFACE —T®->6 , 2$0m,-] _. ,m , _ ........_ .......... _� EXIST SURFACE N EXIST EP �.r- � .x,..,.....�,•^e.a„,:..,..«,.„.. G,a. ,...,.....� Q^✓A� ,}...,,`..:.,,.;,.,..,a„,.„.�...,,�.#.-,,H.'.,�:.x.,�F.,•...a„'.s»..::...,.r...,'.K\r.�;„„.”.a.`�.,..;.?,.,-",M.x.z..r,,cw.,.,',.:.1.t,.,7.t".r.a..,>�r.,t.••..•.>'{.�.;5.z,,wM~..~.,;,�.•,y„.,?w`„.-.w,.„;•,..,.LLEa._.L.<<}..„.?<.'�<QY::.a"r`,:•:.,:.€M,,x.`..F.•.?�<,..�a”,;»-_`.,;°,2.}....L..,?.,.}...,..,M+r.�.x:,:.„.i-:�c,`,ti..>..•L�4..3...n,,..�z,...�w.M�.w<...x,.e.c.>...'..§".�.>af..„.?L,i,F-..a.,e.,,,w..,:..-2.n.�,.*•,."w.....,e�`.,<'i...x.„,e�.'_'z;.,:K','�,.i^:.aY""L^>,.sL4^..}L.w�t,y,z.5.'X,.a'c�v2„',w�..,-a.'i..,',.�`,.>�.l,>”...,r....,r T,..zz,-`.:r�.�,^.e.T:•r.�^..',,.�.z.....,z,...rca,.a......b."..>�".,....v,.„aY t��eSn:.,u r,.y..'Y^1„':Es..,Av�.<,..yxi.;`a.��.S.4..fsx....>.f.a.,it:ri,�,.,'..is3�.�.n.au,.a.,�...i.,.;.�h.,A�..;..?�. xsrT:,v<..t3�a,'ti�f�.4:,Z`a�,T,`,,�,b.?;,.3,,2,�,•.i„,�..{>:,.L.-+,vt>>.�.',�,�£i. ,Z.,,3�x'a.4a���?.Eh s,�.:.,Ft,w Ss{.r�r;.,%:<.w,.,EX.,�2<-v�.�.3,.>..a%,.v£s^x”.'.�^,,"'t�<i'^e.�<,'.i"s;.,S<�#.,.a.•.,r..>x.�Z.,>,ir.ifa`ys.�f,;a.J.�,it�?.,Z7..<.far,it`2,r,,,',.,,'mLz.w?>.<\",'i x..4ti.�'�t""Kf.,s,:.t,....U..a.�>,c.,,t.-.L bts,#.r.,.T..,:..S,.f>s''3.,.x3i.S.•.,.._..�.,r...�,;>,,>U.«.�'{K,�{3a.,..v��,.xE�kSx�T�xa<z"k.t3>.S�•. I . ,. , ,., , + : 4✓® a k .\r'.,',t�v.r,)< ,.,m<,i f:.b>.>.`,....is>.,A,3,.<.L�rn,'. ..�..,. fik•f+•�'+Swh.a...3Z..T>. % sr..�J.iLo•-v>kA'•"•"rY'1".' ..:.....,,.r.^.2.,...,...4.....>.3,3.«.H+,,..r.,�.„...,:,i,..,,...�.:S f.\, ....>..,v4...>.,.Y,.L,.',.r!.r,C{,'r,,..°..r,.4,..,.R..T.,.,,tC.�$>..,.iZ..'Y,,.t..n;r.t.>.......,.,„,�...J t....,,..,..<.,..,:...<..•.:..<.•�..',�r,,>.rR,r.,A,'r.....e...._,..:..�r,....a.>'2.a<;.w,+.J..�.z>,+:.Jp�.'.+„N.•<.,.,',C>,x�!('.Y.„,ar.•>R..'.!P.,..”,..,r.'\.F.„,�,,.'.�.9.„,,':>T!tt+,..:2�..>n.,•-rwrc,!•ca,'r'::.v..kv'.,t,r...x- J rr.o: •.' k' y. d 2�.{..� .... ^�• U' ('d'�.'t / s3.r.i7>.>.2a:`>..�.,.,..h>2...>�e.B'u...\,R...;.M....`ffit•eT:, ..a,•, _..i�..v,.,rKr,��r�E`h;N•t.i.<.>-.',l_.«*._6' EXIST SURFACE � EP 1.87 C4.08%/ C1.VV Q) r '��tax�2r�v?,,3'x'�-�^�.;„'>).•t<",L*6I•�'': «"�>'Y`..t.;tv..,,-.f>.<�:sn3•S.,<`>. .',1a...V...z t�.�f.�•ni>r' '-"s{n L:.+.5` ":=-4. ..... % , q) . `501' V' an 1270 EXIST SW a`Sf NCl�7 T>.'.�4T✓cmf.�.?��E i. `Fy''i>>{t"tt•ir; ,t S.�YJi,),<L�E n�>�•f�✓F?tt �re V\- �� 4 EXIST CURB& w GUTTER NI/ TYPICAL CROSS SECTION TYPICAL CROSS SECTION TYPICAL CROSS SECTION @ STA 4+ 50 r @ STA 3+ 00 H• 1" _ 5' V• 1” - 5' STA 1 + 87. 63 ( JOIN H• 1 tt 5t Y• 1 ft � 54 H: 1,! _ 5' V 1 tt = 5' R/W � R/W R/W i I 1290 I 44 II 44' 32' 44 32' I 12$0 32 5 EXIST SURFACE I p 1a EXIST SURFACE ,0 � �9 •� CIO 0 12$0 _,_KKs t3I ' .'�'Yy/w.a-"w/.,ry.•M/•.,.�.,`l.r.'...'...C.a6_. ..r R._..,._....... , _ ..._.....��®+ /\C.��>.w..rw.. ._ke.. y'y- a,.... :,«:....,.»a,^a,,:T,.,..,..r.o`.,rn+ti+xt,. °r rr ,r...,...'4v.zr'x?r:<.r.z::a•1>aE't\'>,R'a.,5hc'Y>.. ..+d..>.#.:+r4...''*>FT,4�i.sLet"�a'`r�.r.t..>•l.. to .r4eCr.,r<..,......„,._:..,........,,.....•,y...z......>,,.o->...:s«...a.,x. s>.:>,L,.,ir-.,3,.......,.2 f.,,.K,.�,,._-:,�..,.,«,.s:,�.+.h.+..0v...�,P._ary..r..ar.Y,,,t,,„.,y,l;-..-•a,':i.-..., :.....32,,,.*<r.>}r.t'.a....:t'.3 a,.>>..,..�<.o,n>.,..~JrP:.tj...«.,Yi.,e,�fr,o<,.,..<..<<>..,•s>:>.,,..f'.>a,:�.,...H.>,>.,,:<z.d.,>.?..S,.2a_4.,:„r..ti<..,<.�......,:,..:::z..�..,...�:.,..,....�.:.v.>'<>.?..r.;..a,a+.t"3>},F,:,.+..��.fa\.+s,....,•,v„.st''...a,<,?t,,,3...z.$'`:.I.>»>.,...:,.�...,.)L f...,...*.,>f.z<<.H: !A` � ”' ^.,` .az"a•_._..'a' _. ,._, .__.,_��m EXIST XIST'Y.._�3.._y>,E,...t�iP� Ui 1.60%,6®% 2% CEXIST EP 1.40% 2 13.7 ..... ... _ N1 .. ” ��..s„�.•'�,t4EXIST SURFACE .,,., Kue 7.2% EXIST EP 1.7V% I 03 -7 Ar !re i [V� 40 *-55 «•t z"' r\+�}:2< �3ii*.�:�,Yi$]"e#.wz:kh�� ��.�> >• t..... ,,. , 1270,,,...,..E 127a TYPICAL CROSS SECTION CROSS SECTION STA 5+ 00 TYPICAL � TYPICAL CROSS SECTIO. . 11`/^� 7� 'G\ _ _1lT! � hl + V0 H: 1 "— 5' V: 1*15' STA 2 + 00 SCALE: 1"=5' H: 1 tt _ 5' V: 1 tt 5t H: 1 it _ 5' V: 1 Is = 5' R/W 1290 -1 R/W I i R/W 44' f �I 32, 5 2 1290 E 32j' -------- C, �l, EXIST SURFACE 44 rn 5' 2' 1280 ---m _, ..w.. ._..,w.. ., EXIST EP 12$0 ........... 32 2%w EXIST FL ', �T .u ,.� ...,...,.,,..,,,» ........... ,>`w SURFACE I S , r.. < `�^•.,r... .. ... :.,.:�a� ',n„ .....: ,,,, «ra'.?'a�*'c •a z>�SH'r ;?x�3,? �,a��,r`5<.?i. EXIST ,, 3 : ".. b 'APP'a `r M•°S'A�YP � i z Z `5 ck31«>f'3,Sc�3 L>f t ' •':,,F .,,,. rrt�'a< ww.�*'fi•q"+"C.;.:. rr C�?' t t,t xY 6 f<x<t�',<a 1,�;'.z�{.���R���3}�?r'..n�,sz4':Y'3°�<:>i'o'k<`u'T.>t�;>�,*l�i,c�#,)t; i I 5, 2 `+! �-7-44 " �`r� m•.a„� � i�; ri�J zKi'i�s i.��x No �Yx�.;€4� _.-. EXIST EP Q m .83% r'` EXIST SURFACE ~' N 12$0 co {}j f ;tia♦ ,,m!z s'1ap ,2 Cnrna++.m ri+'.t?P'� y t'i:.}� ` F.,��rn, E� N7 t ,. .., ... .+ms*wr+tr^�..t,^.,>.ev,t.....nnM1.^i Y .h�,a+r.i•�r<..er vsntat.+.n:n.e.xmru�nrP[.mAP.P*n ttimL+P4s*N'...• >>S ,��4 F�'F3r' �{�'�� Z S$.*.,<. 5 .<,k.`ri�..,^_t..�^.zI\._F - _ \ MM i,AAA Ij) C 0 w,_ .,,w• 1.13% C 2% EP ,w. w�,.M EXIST ------ TYPICAL CROS SEC/ 2! QCITY (!) a i...\ ., ,. .: •a-1'•P^1'P il'APF'f'm�+1TP^ R'e'T YY•'. Z 6 �''x<:1'ZJ 9,n,Z'1t,Y�E*�iY;;>:i.>;a>: ,.2<.. N �, .•,a,'" ..;�{,:.PZrY•t+,nwx,r•.r««.R' `{->>t.�i K��.;�.a?,i P>•««�.a.s,.,xo>,>c< z,.<,,,3,�..:,S:_,z>?,,?f, � s 53 STA5+ 24. 79 DATE C\4 @ DESCRIPTION OF REVISION APPROVEDE mom 0"% 'a N km�H U U U U UNUI T"L H: 1 50 V: 51 dub, r%A AM O v U y U ll� KA E TYPICAL CROSS SECTION - - v STA 2 + 50 RESERVOIR 1 0 H: 1" = 5' V: 1„ = 5' PLAIN' 'S V 3 EMENT IMPRU' -0 TYPICAL CROSS SECTION DRC. 2003-00022 coU STA 00 4 ROW 2000-00528 DATE: H: 1” = 5' V: 1" = 5' QRpFESSIpM9 APPROVED BY: R.C.E. N0. 4�4��PDEN Y��Fyc CITY ENGINEER E REC M ED nder round service Alert w � UDESIGN C563Q6 Cucamonga Valley No /ry FREE Exp. 12-31-10 DRAWNDistrict j �+ C . O Call: TOLL Water iw/I6� CIC 3 d sT IV I\- �� ,_ SHEE4 4 a o � ®��® 9T F p F G A�-�F� 104A HFORD STR T,RANCHO CUCAMONGA,CA 91729(909)987-2591 OF- 1 -800 F Q �QD/� CHECKED —� ��( R.C.E. NO 56306 DRAWING N0. 227-2600 2161 DATE FILE NO CP 4783 �c.a c� v o TWO WORKING DAYS BEFORE YOU DIG J C� X Q