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Mail 1:01 1;iii ii i ME; BENCH MARK, DESCRtPTION : CITYB.M. A10. 10012 Jv. T S. 1"ROUND HEAD BOLT IN CONC. CURB STAMPED"S.S. Co. SM 01670"AT FOOTHILL LVU NORTHEAST CORNER OF 6TH STREET& R1 HELLMAN AVE., 1FT E. OF BEG. OF CURB R CONSTRUCTION NOTES QUANTITIES ELEV.= 1051. 107 > > < ARROW HWY, rR 3 n A C PA V,EWA I T 0 A FR 4'7 MIA 1 52473 S.F i U e 0 r e S e( S �N" a 0, , 1, 6 3 11 TRA T S )V 0 _C 6 CRUH CAr R.& A, GeNeRAL NO 7 FS 9 945 rONS A C, 642 C Y CAB 15 XZRKW,000, A,VE1VUE ts 10) _J > >_ _J < i k );a k ONCR IR8A UgR 7' TE E P 00 y N 5C ST U r r )V Yo Fle C U C iV S )V 6,P51?CCI 7 C- ZCHO AMO iA OA RV 34, 551.F > E TH ST E PLAN W.-W=24" wwwwWOMM S E StItET 6 13 GENERAL NOTES: 'H ds W W _ _ W rRUCTACCESSRAMPPERCITY0FRANC 0 All wol*shall be done In a amz* /is, Me City of Rancho Qlca, 1770ng n4v ow x1ese P& a Standel, -E 4 1 TH S 31CALE CUCAMONGA S WVARD P&W 10V-X=5' L =8, 14 EA. f 17ent e&itlim,includh?g its annual a v W th e Sten dai z f Sp e a*,W# m brPUbA 7,W,01*S C01 7S#Z ICAOn-Co V 1"'M 100" suppletwnts of amendtwnft Coliftetor shall be famIller wN7 and shall be responslNo for adherence S IC 7-CA r H,8A SIA, 0 CA L DEPRESSION, CA SE pOa C (L to ffiese StalcvWlds endS, Awtlbns. rop C /ryo 0 r 'V WO Riw L AS INL71CA 'CR FRANC CUCAMONCM SrAWARDPI-AN307 CASES IVOTED ONSHEEr4AMD 2 EA. 2. AllpfpWin4eSorsubstlVdutVSofanykin,d elep neorpo*vrpoles, watermelters, velves, 18 317 36 35 34 17 116 15 t Are ho SASMSCESSARY -of-w or In ed)wcent alms ' H 'X fiydra7ts, etc slio*nornotslwwnonh*seplanswdhlntl7el7gbt ayllm DiRA MiNG S,,,'EE,, T INVE, I Er h 11he the remMed, MPIWCOQ�fel=81ed orprotelded in 1 w ore Improvement wor Ns to be done sho 7A L R f�3�O GA(ANDPOSTPER C17YOF place as requtmd at no awt to ft City of Rancho Cawmonge t 0 6 EA� S 'ST C OCU IFICA WNS 14 C ONOA S V 0 SHEE 7' f - T1 TL E SHEE r, GENERA L NO rFS,&SPEC 39 13 1 t I I ?_ & �4) H TA DAR PLAIV40f it ph_ 3. Any contractorperfolmIng wa*on thIs project shall famillanze 171n7self wAh the S&and S/Z&//he SHEET 2 -SECTIONS AND DETAILS < M Al 1, , #rr favAhes resvItthg directly or Indftetly hrom his rHOMA S BRO THERS MA P 6 CONS TRUC 74 THICK P.C C SIDEWAL K, W=PER so 4e esp ons ft fa r any demVe to existing CITY OF RANCHO CUCAMONGA (D— PA GE 602 H5 SHEET 3 -PLANA PROFILE, CONrERRA LANE -CONrERRA LANE STA. 1+00.00TOVA- 2+74.00 S17W&7S&C170N8Hr 2, PERCITYOFRANCHO 19742 S,F operefions, **eftr or not six*fec0les are shown on these plans %t 40 13 111 ANDALDERWOODDRIVE I I CUCAMUNGA S TANOARD PI-AN 103, SEC RON f5, rO WNSHIP I S, RANGE 7 W S,8.M. -ALDERWOOD DRIVE STA. f+00 00 TO STA 5+02 78 33 18 J 28 27 4. A pelmlt sAall be obtalned from the 0ty of RanC110 CUcamonge PublIc Works, Eng1beenng SHEE r 4 -PL A N&PROFIL F, FOXBROOK DRI VE FOXBROOKDRIVE SrA. 1+00 00 rO SrA 24-80 00 1 R RO A �IAIA G417 RS R D4wltment plior to any enelma,�vw,#,or awstnAO&V7 Wftn any Clty of Rancho CucemaVa AND STONEYBROOKLANE S rONE Y SRO OK,L A NE S rA- 10+00.00 rO S rA f4+88.58 ��1; ''1 1 4 EA. D 'J /T G N S N -0 CrC CU P Vo ST U N 0 _-C 0 L 41 C17-YOFRANCH CA�W,/M VA� 8 7A DARD A� easement or light-of-way. _V1C11%11rY1W%P NDWOOD SHEET 5 -PI-ANA,PROFIZE W% LAME WINDWOOD LA NE S TA. 1+00 00 TO S TA 4+56 23 32 RCITY /V. T.S. A A(D SISCA YNE DRI VE Ac rR ROA HPE 5, All graoLa s&kes shall be set by Me Contractor or Engineet Paving stakes shall be set at all hinge IV P C )q R op N lot.. U_J �A 4 S TA�N�D I-A W 0 CTC 9 )V __C0 -SISCA YNE DRI VE S TA. 1*00 00 TO S rA 5+02.43 U114 V C SHHE r 6 -Pl-A/V PROFIL E SlXrH S TREE T & OF kA HO CUO 47FA. points, edge ofpe vement points Wffiin 0,0 f foot of sab-gtade ele va#bn and at not more than 50 -STA. 0+67.50 rO STA 8*84 82 42 V1 16% UNL ESS NO rED 0 rHERWISE foot in,tw vals.A ddlh onal p a ving stokesnv, 1: ybe 1vqvhv_d by CIty Enginear as needed atmalped or SHEET 7 -PLANN PROFILE, HELZMANA VENUE '*Ttt �� I I " I,,. I *>, -STA. 3+f2 92 TO SrA 9+7563 31 25 26 20 L SHEV'4 V"Ca/culve a"' S. SHEET 8 - AZAN, GOLDEN CAKI?OAD -S TA.22+67.38 rO S rA 29+29 22 UJ W 9 N' s TA LL moo L umn I s rREE r I IGH T PER Cl T Y OF V) ey__1,4 U RANcHo cucAmoNGA srR*EruGHr1)vG sTANDARDs 18EA. ro Alit hs h , sl 11beconstracted SHEE T 9 - HEL L MA N A VENUE SEC TIONS J All sew r, water, e/ec-67 12 6. c,qw,phane or offi r u ywtelw s, mal or crowt,gs 7a -S7A, 3+57 7-0 STA 8+95.5 43 Q) prbr to paving. SHEET 10 -SIXTHSTREETSECTIONS L'U, -S TA,2+47 TO S TA 6+94 30 21 J 'V 'L Sr Er r 10 It S, rAL REF REEPSRtV0rESAN,0LFGSNDAS SH,EE 7' 11 -PL A)V& PROF11-E S rORM DR 4 IN 7 INVICA rED ON SHEET I SEE S TREE T rREE L EGEND 7 CompaC&on t0sts of en7tw�*1nvntcans&u4#bn,tlench becAfIll, oompacting oVinal#rvund arWall -S 7A. 0+98.87 W S TA 10+29 33 snsEr 12 -LA TERALsAND Itocw DEPREsslow 24 23 sub-glvdes shall be pwfolmed at no cost to Me 0ty offtncho Cucamonga A wnftn repoft WWI SHEF T 13-SIGNING A 1VD S rRIPING PL A N A TR E VAA�E 14G� ERCITYOFAANCHO ffiese comaaeffonies&shellbesvbm&edto the 01ty&W1heerfbrapp1vya1,vr1b1 otheplaywment 9P 29 22 11EA. ' 9 ' at -sz-* g. _W9T N E r' 0 ST V P 01. CUCA= A A DARO =4 ofbasem e#elsan ol // cin INO TE SEE SEPAIM TE LANDSCAPE DIM WING Cln,'OF 45, T, 1UNCHO CUCAMONGA DIM WING/VO FOR A&I R F rA ARKFRRSRC1TY0F1MNCH0 8. At the completbn ofpaving,a nwtefials rapodshallbe sub mlNed to ffie CityEngineer. Listingall C (TI Sr E I'E N LANDSCAPE r Pi A N,s FOR HEl- mw v 9 'M P 134 5 EA. AV //con in ofe h tpaul A//V rENA NCE, DIS rRIC ' 0 A _4W o6ons complated to volffy stab t o AsWandglatifib spwl iV,- M g"CUCA IVGA ST VDARD tests or detelm,h A VEA 1E, SIX TH 8 TREE T A ND G01 DEN OA K S rREE r 46 13 ,,,OIVSrR4lC7'WOODBARRI-CADEPERCITYOFRANCHO 9� Pnor to Installetlon of anypaving, a matonals Agood shall be submMod to the City Eng#wr LIsAng 7 LI POPPYFIELD t R 164� atf tests or datetmwoftons completed to ved4z R-Valtle,sleve analysis and sand equlyalentaf C AN01 WZRA SrANDA D PI-AN f3f-A COURT �Wlvgate base. PRIVATE ENGINEEWS NOTICE TO CONTRACTPBLSI If Q 2 3 4 5 7 8 rRUC T 0 f5'rHICK A C. 0 VERL A Y 11090 S.F an lo 0WVrMh?* 'L I r Y COMPA A tIES INUOL VED HA VE BEEN IN VES TIGA rED A ND A I L 10. Pa ving shall b e pel famad in acw,rd,ona e with R-V4 Wme and Pe vement to s tak f. ALL A VAILABLERSCORDS,FROM rHE ClrYAIVV U71 K)VOWA(UrILI;rYCOA(DUIrSAA(DSUSSrRUCrURESARESHOWA(HEREON 17-SHALLBErHERESPONSIBILIT'YOF ;,RINDEXISrINGA.C. PA,�V�EMENTAIVDJOIN,,EX,,ISrING StfW*Ml SOdkV7,$, an,d ve~- plybr�mving. rHE CONTRACTOR TO LOCA rEA44 UhZ17YCONDUITSAND SUBSTRUCTURES SHOWN OR N07-SHOWN ON THESE V1 EDGE PER OE rA IL SHEE r 2(5'WIDE MIN X 0 16 110905F T B TY DEP TH MIN) When improvements are to be placed on native soil whkh consists ofa/ocAy InateAW, ffie sub- PLANS rHE CONTRACrOR SHALL BS4R rHE TOrAt EXPENSE OFREPAIRANDIOR REPZACEMENTOFSAID U7&1 "WOO.0".�fto -"W* *Woo*04W CONDUI rS AND SUBS rRUC rURES DAMA GED 8 Y HIS OPERA r10N IN CONNEC rION W1 TH THE /m/rs OF THIS grade shaffbe preparedbyl remomw g all=*s, wh ffie sub-gredeanaallvveldw or d9presslons shall be Xled x0 a flne grade Inatenal of a qwIlly beftr then the natrve matmwl PROJECr msmunro,"MIN.A.C.PAvEmFNrovER#,1 3fO67S.F 8�_ CRUSHED A GGREG 4 7 2 F BA SE A V,&r,f rc NS AC, 578 C Y CA 8 2 EXISUNG UTILITIES SHALL SEMAINrAINED I*P4ACESY rHE CONTRACTOR, UNLESS OTHERWISENOTED. 4WANOW IOWA"Wft- #*Ok 7' CNSTRUCT CONCRETE CURB, TYPEA 1-8,PER C17-Y 1Z ff the aspha&concrete is to 4w#Wced on sub-gnmig,a s&lis shw*nt AV*tered by ths ERA�for REL OCA TION OR REMO VAL OFANY EXIS TING UR4 ITIES NO T CO VERED 8 Y THESE PLANS SHALZ BE PERFORMED r' 595 L.F use underA.C.&7d P.C.C,stoll bevnhbvm1y,#ppAqd at the manufactum,s rewmmendadraAv for ffie 7 P OF A A NCHO C U,CA MWON,G-A, S TA NVAAD, Pt A N 104 t wOth pfior to paving. BYOR UNDER THEDIRECTONOF THERES ECrIVEUTILITYOWA(ERSATTHEEXPENSEOFrHEOEVELOPER fullpavernan STT ON R-E�V CURUCA D��I/ ER E P E N rr Ty !CT C C T U )V P 3 rHE CONrAACrOR SHALL BERESPONSIBLEFOR rHEPRESERVA TION OFALL,IFANY,EXISrING SURVEY e Yo R4 IN 0 C U U 0000*0000 R CIT F CH A 0 G4 S iANDARD 842 L.F 13. Estimate of quanffies Is provA*d by the Engineer only for the convenience of the deyakpw, the SR001KVIE1 W COUR7' PLAN W:W=.?4' in o g, eb*i Any contractorsh0make his own, detarmwafib MONUMENr& Q 4. SHADOWBROOK 19 ONS TRUC T BUS BA Y PER Cl TY OF RA NCHO AM Of WW*fS WIted by&MWO PA OM whIch Is not sp eclAcally Isted In the,es#n wto of q4 twntfts 4 THE CONTR4CTOR SHALL POSSESSA VA41D STATE CONTRACTORS LICENSEAND SHALL BEASQUIRED TO 000, 1�71 I EA� DRIVE CWAMCWC%4 S rA WARD PLAN f f 9 shall be consIdered as ind4ded In ffie oftw Items of W0f* POSSESS A VA 4 ID Cl T Y BUSINESS L ICENSE WHIL E PERFORMING WORK ON THIS PROJEC T 000, 20 XISrING POWERPOIF W 8FRELOCA rED PAID FOR 5 EA. r ED A ER 5 THE CONrRACrOR SHALL BERESPONSIBLEFOR 087AININGALL REOUIRED PERMIrSPRIOR rO COMMENCEMEA(r A ANDCOORDIN EDBY7H EVELOP 14. Street sAjns per C&y of Rancho Cucamonga Standard Number.49 1 shall.be constfucted at each OF A N Y WORK CO VERED 8 Y 7XSSF P4 A A(S 4 1A .000 ""0 QL*Now* 4- R,ew VE EXIS TING SIGN 6 EA. intersec&on. *00 fS. @--REMOVE EXISTING CURB _F 6 THE CONTRACT9R(S)AGREES THA THESHALL ASSUMESOLEAND COMPLErERESPON518141TYFOR JOB SITE R , G 752 L Qty approval ofptans does not relieve,Me develVer ftom roWnsIbiWy for the comeeftn of emr ff 'anr hal CONDMIONS DURING rHE COURSE OF CONSTRUCTION OF THIS PROJECT,INCL UDING THE SAFETY OFALL and om,&a(on d4q %&dvfyhg,constrvvA7n. Upon r&quvst&7e1,vqu1;vdp1 ev&AmssA rbol, co,veA PERSONS :23 OCA TE EXIS TING S TREET L IGHT 2 EA. promptly,s,ubl mite d to ffie Cdy Engim or h or appro val ANDPRoPERTY THIsREouIREmENrSHALLAPPLycoNrINuousLYANDtvor,&EI-ImITEDTowoRKING 4%"Noift*-Nip HOURS. 14' CIVIL ENGINEER 24, rA L,L 950 0 1-UMEN S I REF r L IGH r PER C1 TY OF 16. Wol*site and extedor st"&shall be kept In a neat,clean,hazard fte, ordetYy state, /W out l?4NCHO CUCAMONGA SrRFETLIGHrING SrANDARDS 8EA� th gh 7 THEC01VTR4CT0RSHAL4 DEFEND,INDEMNIFY,ANDHOLD THE OWNERAND ENGINEER OFRECORD HARMLESS L OCKU AN&A SSOCIA TES constalctoa sz to sholl be kept cleaned upon laquest of the InWector FROM A/V YAIVD AL L L IA81L/77Y,R&A 7ED rO OR At 4 EGED,IN CONNEC r10N W1 rH rHE PERFORMANCE OF WORK ON 4 ' INS rA L L,2200,t 4 IMES,S rRFF r 4 IGH T ON A 7YPE 15 49A SE THIs mojEc T,,ExcEp r FOR 4 1A 81L I T Y A R1811 VG FROM rHE SO4 F AEGL IGENCE OF THE 0 WNER A A 01OR THE f4125 TELEPHOMEA VENU,F SUIrE f W1rHA WLUMINAIREARM,2ff coND&rswFFP,ANDA IT Conted aff U#W CboWanles as requIred,48 houfs pnor to excavation ENGINEER OF RECORD. CHINO, CA 9 f 7/0 J -6 1 EA. FOUNDA WAWS 8. CON TA C T:MR. CHA RL ES W L OCKMA A 6 PRESIDEN T & 4 OCKMAN&ASSOCIA TES WILL PROVIDE ONE SEr OF CONSrRUCrION SrAKES FOR THIS IMPROVEMENTPROJECT 4, 1AS7ALL 22010 L 14MEAt SrREETLIGHT ONA TYPE 194-80 ANYADDITIONAL S I rAKESRE0JJ1R*D SHALL BE THERESPONSISILITYOF THE CON7RACTORANDARRANGEMENTS TELEPHONE NO.1-(909)548-641,8 SASE WITYA 15'4 UNINAIREARm,2o ccwDu1rswEEP, CONSTRUCTION NOTES FOR STREET TREES: SHOULD BEMADE WlrH THEENGINFER OFRECORD FORADDIrIONAL STAKES THE CONTRACrOR SHALL NOTIFY A40RIVINIG BI?EEZE DRI FAX NO.:(909)548-8841 ANVA FOUNDA TOW#ES-8R. IE4. LOCKMAN&ASSOCM rESA rLEASTFORTY-EIGHr(48)HOURS PRIOR rOANYSrAKING. @---CONS rRuc r 38,,RCP D I OAD AS INDIcA,rED owpl_ms 125L.F I ALL SrREErrREESARErOSEPLAiVrEDINACCORDAIVCEWrHC17'YSTANDARDP4AA(S 9 CADASTRALINFORMA rIONSHOWN HEREON IS FOR GENERALINFORMATIONPURPOSESOALY SHOULDANY 2 PRIORrOrHECOMMENCEMEA(rOFANYPLANrIN0,ANAGRONOMICSOILSREPORTSHAI-LSE A$S 0WIVERIDEVELOPER @)-�ON$rRUC T 3010 RCP D L OAD AS INDICA rED ON PLANS 764�F HOHWHEREONAS DISCREPANCIES ARISE IN THE HORIZONrAt L OCA rIOW OF rHESE IMPRO VEMENrS FURNISHED TO THE Cl 7Y INSPEC TOR A N Y V)VUSUA L TOX101 TIES OR A fU TRIFN T DEFICIENCIES COMPARED TO THEFINAL MAP, THEFINAL MAPSHALL GOVERN ALL CONSTRUCTIONSTAKING FOR THE YR N MA EOVIRE,94CKFILLSOILAMEtVDMEA(rASDE y CITY TW10000 rION TRUC T f8w RCP D Z OAD AS#1VD1,CA TED OA(PL.4NS 88L�F HORIZON TA L L OCA rIONOF rHeSE IMPRO VEMENTS SHA L L BE BA SED UPO)V THE RECORDED FINAL MAP 5 10 WES T Cl TRUS EDGE S TREE T -4w— 3 A L L S TREE r rREES A RE SU8JEC T TO INSPEC WA(A ND A CCEP TENCE 8 Y rHE ENGINFERING 01VIS10)V 147 GI-ENDOR4, CA 9f740 *"Now 00*0W PER CITY OF RANCHO CUCAMONGA 8 TD PLAN 4. SrREEr rREFSARE, TOSEPLAWED PER PUBLC IMPROVEAE,rPtANS CVV/-Y EMERGENCY NOTIFICATIONS TI-PHOMENO.-(628)9, 14-1943 30,0, WAND V NO rED 6W PLAN AND LA TERAL PROFIZ ES 5 EA. F"NO. (626)335-9320 AS SHOWN CW SHEEr 12, Gas: Southem Callfornia Gas Co m1pany f-800-427-2, 2, 00 Res, 1-800-427-2000 Comm. 29 CWS TRUC T M�H. PER CITY OF RAMCHO CUCAMONGA f EA. GE OL 0GIC CONS UL TANT 216N.EaclidAvenue, Ontalib, CA 91782 S rD PI-AN 318 1 CITY& COUNTYSOIL ENIGINEEERING. 'ONASMUCTM.H PER CITY 0FRANCH,0 CUCAMONGA 3E4. AND TES, rlN, ,,G CORP. 0"60 *W.W. __4 *a*^*""M Now* 4""0"W.Wo**MOM 40*10W SrDPLAN319 Southern Calif Wn Company(,800)6554555 Electric., bm,&Edl 7951 RedwoodAvenve,Fontana, CA 92336 2324 S, VINE YA RD A,VENUE, SUI TE B rR C T TTA N��/,r/O RUC TURE PER Cl rY OLD-- V11r, S U )V __C0 N C OCU C M N 0WAR10, CA 91761-7775 W OF R,4 H A S777 PLAN 338 1 EA� Cucamonga Valley Water Distni7t(W9)987-2 water* 591 CONTA 0 T:MR.ZEIV S. BHA TIA, PRIN,CIPAL ENOINEER &-AD USTMANH101F rO GR4DE 8 EA. 10440 Ashbrd Stlaot,Rancho Cucamonga, CA 91730 0 rEZEPHOWNO.:(909)930-5868 &—ADJUST WA TER VAL VE TO GRADE f5 EA. Met,rop olitan Wiater Distrkt(909)593-7474, FAX NO_-(909)930-5867 (4 V� INDEIXMA,, P 700N. MbrenoAvenve, 1a Veme, CA 91750 �1001 34 VWSTRUCTR.C.P. C0)V9VECr0A(PERS.8.CFCD. I EA. Sewec C Mean 7,onge Valley Water Distrld(9,0 9).987-259 1 S TD.DRA WI)VG S P.220, SEE SHEE T 12. fO440 Asftid Street, Rancho CW,947017gO, CA 9 1730 C17YAGENCY 35 01VISTRUCTJ.S. PER CITYOFRANCHO CUCAMCNGA 2 EA1 . POO? C SW PLAN 331 0 CITYof RANCHO CUCAMONGA cable., Comcast(909)983-9895 7EA. E 10500 C1,VIC CENTER DRIVE &__1NSrA1_1_AN R 26(5)S16VV PER CAL TRANS ST9 S&r,�,W7 NWS //,4 /0/A '82 1205 Dupont St (Phtbn of Red 141111), Ontania, CA 9 17 RANCHO CUCAMONGA, CALIFORNIA 91730 3 7 WS rA I L A SPEED L/M/r SIGN R2 SPEED L IM/7' 2 EA. DESCRIPTION OF REVISION DATE % 0__1J0VAL.S25MPHA1VD PAINrLEGEND A�PPROVED Malft Cablevislon(909).987-8275 r8z:(goq)477-27oo 0 f 0,808 Abotlil,11 Blvd#120, Rancho CilealrAwga, CA 9 17347 FAX:(909)477-2849 AS �6 (909)880-0222 P�Crr- 617%r Oo*eA"e,.,�YO CITY Of RANCHO CUCAMONGA 4rrC>- Ptf* 1e7 Stolm Dfain: SanSemardiho Coun#lrlood Cont1vt DtWlict STREET TRE� LEGEND- 5 East rhllV Stleet 415 STREET IN MENT PLANS 82 San bamatd1ho, CA 92 -0835 STREET NAME BOTANICAL COMMON AND STORM DRAIN IMPROVEMENTS GR6V SPACING SIZE QTY. EXISTING SURVEY MONUMENTATION NAME NAME TRACT No. 16311 lbereby ce/W that lhave idenfffiedall survey monunwnts ofrecord that 15 GAL. 2 (0 could be d1sturbed by ffils pro 'lect All seld monaments wh1c17 current�y exIst In CONTERRA LANE HYMENOSPORUM FLAVUM SWEETSHADE TREE 5t 20' O.C. V- the&1d a1v shown on these plans and are descnbed as follows TITLE SHEET FOXBROOK DRIVE CERCIS OCCIDENTALIS WESTERN RED BUD S 20' O.C. 15 GAL. 2 1.)I-,STAT6rHS77?EErAlVDHFLLMANAVENUEPERR.S. 10812829 0 5P DATE ALDERWOOD DRIVE PISTACIA CHINENSIS CHINESE PISTACHE 30' O.C. 15 GAL. 10 APPROVED BY 2.)I-ZP.ArINToFoaDENoAKAND8THsrREETPERTR,4CT15727-IM.B.270132-37 31: R.C.E. No-. 24953 CY) CITY ENGINEER 10PSIS LAURINA 17 STONEY BROOK LANE TRISTAN NCN 37 20' O.C. 15 GAL. Date. 485 Locilil-AaAN & ASSOCIATES 0 DIAL TWO WORKING WJLOCKMAN, R.C.E 10290 /06 WINDWOOD LANE TRISTANIOPSIS LAURIMA, NCN 3s' 20' O.C. 15 GAL. 7 P.M. CONSULTING ENGIN FRS A PLANNERS � BEFORL DAYS BEFORE 14 125 rEl.,0-WONE A M V4 AE H E PISTACIA CHINENSIS VV 4.4 YOU DIG BISCAYNE DRIVE CHINESE PISTACHE 30' O.C. 15 GAL. 14 0#N0,'0A 91710 YOU DIG UNAUTHORIZED CHANGES & USES: The engineer preparing C IV I\.. M:(AV)5484418 FAX�(�548-M41 Z (L V P.M. 1 OF 13 Q) 0) TOLLFREE 1-800-227-2,600 these plans will not be responsible for, or liable for, unauthorized Or CIM. BY 42485 .G Ulf VVt11q1 A PUBLIC SERVICE BY changes to or uses of these plans. All changes to the plans must UNDERGROUND SERVICE ALERT be in writing and must be approved by the preparer of these plans. FILE N0. O w 60' w CO) CO) O 0 0L- 12' 18' - 18' 12' 0. 11O 0.5' a 'S 7,5' _7.5' 4 /tx �L 0.5' SCALE 3+55.45 CL ALDERWOOD DR/VE 1 „ = 309 CONTERRA LANE +00.00 CL CONTERRA LANE I a v � v 1/4"PER C1.03' ter:: 114" PER 36 35 SCALE o V 1JPy o�T SLOPE LEVEL 1 7% 1 7%LINE - - FOO? Ste_ 0• 30• 37 f� ! �L �i '7 �p h ~ 16 '40 - - ' � T / `J ``• �. A ✓ „�i� �F�9 f f ,,�r . 1+00.00 CL AtDERWOOD DR/VE - O > >� ]rstr ><•.>t >.-r. < �� tire, 14+88.56 CL STONEYBROOKLANE 380 � W � Q 6 Q v� � �©� � 6 - - 0f 30� :': 5+02.78 CL DERWOOD DRIVE M 13+58.2 L WINDWOOD LANE 'D 1512 TYPICAL STREET SECTION ;. Oy �G y 2 0 �y p Q ; 3 y�6`� py�;�G NSIrION 4 1p 5 p° �G cis•_ Y LOCAL INTERIOR STREETS a CRO ��6 N I goy /4 17RIVEvVA SCALE: N.T.S. s a g�5 �, p ,� o - - - - - - s - - �pyFSq� ,� 1p5 6 T.I. = 4.5 C�,o ss9- py p1 2 Q �. yti 1 0 9 a o S �'NT PROPOSED RNV 39 w 44' 44' PROPOSED RNV a 10 6 0 �0�q �pyG - 1pyp F5 pyo�G 1 Q ,�Oy�G 1 - � - - w - - - - - 2 w 0 o i �oo Q •6 •11 96 � �'� U 12' 32' 12' I 'L.M.D. 't �G '�` .. . STA 4+13.78 ECR I I � :. �So 5 STA 4+18.53 SC 9 ��. :...• _ of 1049.66 TC 6. - -- 6' PERIMETER WALL G I I 9Z " 11 6 18 V0�`g�15 Z 31 /3 STA 14+48.08 BC ~ . �'� STA 14+42.95BCR W_5 r� x w 4.6% 1.4% STA 3+93.5 ECR k� "00 2:1 SLOPE MAX. U LU I4 PER SLOP ��� g.9 ID I �th 3 2:1 SLOPE (MAX.) � ���� Iv% � TO EXISTING •'; � , ,jj 43 :... � I '���G . `� � 29 . .vpig G 1 7% ?C 1 PROPOSED PAD Z h Pow h 0' 2 6 '.. �•( rC )S �='��`'� �`'�.i``.c� 7�7c'"'i< �,� CAI � � .. VAR/ES 3 17 STA 14+05. 15 --- _ 2 16 106 STA 1+00.00 CL FOXBROOK DRI VE I I-�ELLMAN AVENUE + G =STA 3+4384 CL WINDWOOD LANE FUTURE STREET STA 13 87.44BC ' ROOKOR/I/�' IMPROVEMENTS TYPICAL SECTION 5� yp6 I + + �� ' q0��G 79 - STA 3+13 TO STA 7 20 4> 24 - SCALE: N.T.S. I "' T.I. = 7 I PROPOSED RNV W/NDWOOD LANE 44' 44' PROPOSED RNV >2' 1I 18' 1r KNUCKLEDETA/L 1_ . I ��_- I ALDERWOOD DRIVE and WIND WOOD LANE 60' I 12' i 32' 12' _I 6'L.M.D. STONEYBROOKLANE I S I ' ' MIN. PERIMETER WAL �- KNUCKL E DETA/L N PROPOSED PAD ALDERWOOD DR/VE and STONEYBROOKLANE a EXISTING PAD w W ►4" PER FOOSLOP 6/SCA YNE DRIVE 6TH STREET 1.7% l� tl ...-�- C 601 MM" 30f 3OF rt "� �. ��. k.� • i\�.. ( ;�) `5f ., � ��.Y)C � ,?� )C. t � 1Z' 18' 18' 12' - - - - w - - - - w - - - - (� - - - - w - - - - w - - - - w 18"t EXISTING WALL 17 PROTECT IN PLACE 16 I I D I SCALE F�ELLMAN AVENUE w ® r I 1 " =� 3® ' --_`-. -- --- -... ------ -- 2 TYPICAL SECTION 5 �1 6 2 , 6 STA 7+20 TO STA 9+07 0' 30' SCALE: N.T.S. T.I. = 7 �•? �.� o�� �N o N v V� �• STA 4+01.36 �o 104214 TC 44' 44' STA 4+19.07EC I o ' 22 21 '`W� 37 36 35 o R M I _ 30' 14' 6'LMD 371 I 2 Q y Q Ia 12' 32' 12' O 5' .,� 6' 6.5' 55' 6' PERIMETER WALL 6 38 ZI I w (1514 I O PROPOSED PAD '� w W v\ I 03 z 1j4" PER p a M � I1= PE � � � s s� I � �� w x I� FOOT SLo ,14% I STA 4+56.90 EC) BUS BA YDETA/L ` w-yVARIES .,.�-} N�� STA 4*62.00 SC 27% I - J ' „^..n""i "y`,L,M�R:w>a?�ui��" "4`�v��°�b � `4` i+,�� � •;.!. >,�i J I yO Q I .c� 0/0 6 1, m D 6th STREET 18 J EXISTING STREET TYPICAL SECTION 16 7 g - w - -moo w - - - �6 - �r Q IMPROVEMENTS - °j �,a� Z STA 0+67.50 TO STA 6+84.82eN - SCALE: N.T.S. o, - - - v NSI I jo A 3 1 , OWN �5g.9 �o us O DESCRIPTION OF REVISION DATE CIIY T.I. = 7 • , � 1 c CR o APPROVED 5'Min. Over/ay @ �' 1 �5 °�° 0.15'As Thickness or �6, CITY OF RANCHO CUCAMONGA A Directed '� c 8.00'Min. Sawcut o STREET IMPROVEMENT PLANS L AND STORM DRAIN IMPROVEMENTS v ProposedAC 8 (n w Pavement a TRACT No. 16311 SECTIONS AND DETAILS i - + g o QROf ESS/o�� / .... A = 77 905 ` 0 �+ CITY ENGINEER rn APPROVED BY DATE �� I �o William J. O' Neil R.C.E. No. 24953 ,• 140. 42485 0 NAAAAWVWWVVWVNAExistingAC Z �c * LOCKMAN 8a ASSOCIATES �,,NN Exp. DESIGN I I R Mi%i�D A E.P. JOIN DETAIL � � P Pavement i DIAL `\`\ TWO WORKINGs �Q P.M. CONSULTING ENGINEERS AND PLANNERS -!_+P W y BEFORE �a DAYS BEFORE SCALE: I"=5' Z '�qJ CIV J\- �� DRAWN 14125 M EPHONEA VENUE SHEET � 0 o YOU DIG YOU DIG UNAUTHORIZED CHANGES & USES: The engineer preparing F OF CAV��`� P.M. EL:(909)5486°�Fj::1( 0s� 8-6841 OF 3 O TOLL FREE 1-800-227-2600 these plans will not be responsible for, or liable for, unauthorized m KNUCKLEDETA/LBY a g E Y changes to or uses of these plans. All changes to the plans must �' WIND LANEand B/SCA YNEDR/VE CHECKED are . Lockman 4:5 ��C E 42485 DRAWING N W A PUBLIC SERVICE 8 9 p 9 p I- z UNDERGROUND SERVICE ALERT be in writing and must be approved by the preparer of these plans. C.W.L. D�ZE FILE No. 04-3640 2066 0 0 0 .c 3 O D <. , 1 _. _ { I ProT/e scale L442.15' I poR ow OF ,� � � I I I URQ RETU ! B E N G F1 r Af: K 74.00 VC L-42.41 L-44.41 Hor/z 1 40 FT. SEE RIGHT m � - L-54.5}8 , r ' =1 52.88 1 78.40 G RB RETUR URB RETURN DE CF 71;,N : C/ M. O.' lop 12, P T---- V rt 7 4 I e FT. 4 4 Scrsp�€` T,G /4 4 4 /4 4 4 4 1 ROUND HEAD g0 TIN C(�NC. CURB I I ,, Q, $ v v /4 a/4 4/4 a/4 I S AMM S,B. 0. M,{9670 AT h h $ 1 �f `1 I� I h+ $ I v v U V h O O h h h E I h NO RTHEAST CO N R OF 6 H TR 7` UU raj' � � h v •'.r .� ' U v U r `, r °j L=55..2 5.3 I N - - v'' H' LLMANAVE., 1FT F B,EG.'OF,CURS RET, h -17$0 .59 -�,� O , p 0 h 4 o A "a d h P T N F1 Pe 00.00 VC .: v' v r Y. v v v O O �: ti �o b L + h '� 1 107 h ti: h . !. th I� o PI 1 48.24 9380 , v �. • � h ,, N h I �1; h ., ' VQj N <o $ 116/a $ ai s vw N $ c o � o w { t I 0 E' > $ 0 T - { 5 C � o a I � A I rn $ i ti p N t� c h I , I 1050 T r a �/ 10,50 TC $ ry o t. f52 86 b -'�- Pro sed T 98 W/0 CL M � v � � � p O, I '^�•- '; , h M h , g i i �. !y T 1 N sear C N/O ,- I Ut:l 0 O g w � � 0 2. 7 .4 3 5 5' N: I � 1 7400!vc p I � h v + I c I PI-105 .8 7 r O M ti v G I + s L h m �• N r h O N + t � t l , 0 p r I I A h [ r ( i �: 1 ( 3 ( "J '^ x } 1^ A A w L M � to w `J + 1 g. cp 4 e. ap Qi r c� �y f QQ a ti ri + I I �5 N h, O O' I Y I e. O N, I M N s O M 1 ti + m p � h I � o I { $ I o o I I I n + $ /o I 1 , CQ CQ .� 1.9 116910 E/ 10 0 CL 1050 CL 5 � a : � t a I � 1 I r •1 0 + 050 _ 40 ,. ,� 1 c / 1n50 C/ +� Pro s FCl- TION � 'E" /o � ed ,�C�,CL o $ { I b + PO T/ON OF I L=42.61' I S � , 7� vc II C BRE R E' + If0d.6 91 VC , L�4.98 �E /GRT I I Q , € r PI1052. 3+55.45': MRIV f f m 4!4 L1!4 x H E S ET'6 1 1 v f - V - I 11 h ! $ Ll L1 r l h �/� �4 4 /4 b x � i v L � V of ro - - � I h hL-42. f a `� � v•, U v V 4-1 I 8 Pro $ed FS CL pp , M h , i P N G I + g a l N � N v� v m a � l` M /4 I N � 4 , 1 � v 4 4 o`o $ $ h h M ti h 4 I m s 'N v v r 4 • O p 4:5 , ; i 96/o a o $ o 0 I 1• -, / 1050 TC , E > To" I i ✓ 050. G� � , ,• Sed TC 94E//�CL i s + C / 1 0 T P std rc 98 0�� _ � 1450 Ti( , I 1 1 I l � 1 1 , t I 1 l I i 1 I l I i 1 P r II I l I 4 i 1 { f I r ! { I r i I I I r f i 1 I 1 r 1 r i , i { i N ! I I E 1Nr 1 , I : ! I I l t I , , { , 1+00 2+00 3+00 1+00 2+00 3+00 4+00 5+00 � 0 6TH STREET CONTERRA LANE Al � r" ALDERWOOD DR/VE 5 See Sheet No. 6 SCALE 10 10 10 See Left s �'1 o Be OR/ /7t oc 10 37 88 1 to �. �.O 8 60' V STA 3+55.45 CL ALDERWOOD DR/VE 60g ov0 W 44 44 8 8 ,8 1 30' 30' op h -SLQ $A 1+00.00 CL CONTERR,4 LANE + � 1000 30' 30' g 9 Q r\ � N W U N ` `a v 9 Q 0� 40' 8 � N� Qb V V Wrn W o kr) m o Opo o Q h h N wades o 8 `Zh STA 2+74.DO CL CONTERRA LANE n `sem` 37 a 6 N 35 N Q Q 34 + I '< + J cI � + � N �. Q UQb h wti 34 i - f3806/Ti �o�x 38 Q h M + P STA 5+02.78 CL ALDERWOOD DR/VE 1. CL -per a ,�Q o o h Q I a �' / =STA 13+58.23 CL W/N�000 MA TCHL/NE STA 3+78.80 BCR I L �s h V � � � v � TA 1(45.00 BCR~ �. � 15 � 0 ., I � -� U Q� � � N � � Q Q � h � � LANE I STA 3+10.45ECR STA 1(00.00 CL ALDERWOOD DR/VE Q 5 a , o Q STA 1-4500 BC Q MA TCHL/NE =STA 14+88.56 CL STONEYBROOK s ', LANE 000, +O 1 00.00 CL CONTERRA LANE ' 3+55.45 CL ALDERWOOD DRIVE �` � I � i � � 77� 8 WA TEA L/ - - - - 32 / 1 �� 12 �% /��,/ %, � 2 �-a3 ; ,�� 4 5 / � '� , 7 �./ 41 - 00 � �, '' O,�Noo 1732 I) CONSTRUCTION NOTES 39 - a� ����'� % �77� � = ri r�i, 14 8 E E LIN 'r I q /��((�� ;;, i .> 2 �" / 32 &__C_1NSTRUCT3 m/n.ACPAVEMENTOVER4 min .� ,� 17/7171' �"/77�� i `�7777� ",�/.•�f/�' -'`r� '% /7 � ' ' % , 77/7 ' 8 USHEDAGGREGATEBASE SEE GENERAL NOTES 9 32 (°r • i & 10) ( 7 r';' N Q 33 ;6� I i 2 ONSTRUCT CONCREirE CURBAND GUTTER, TYPE 33 % ; STA 14+42.95 BCR MA TCHL/NE s STA 4+13.78 ECR MATCHL/NE I :>' // + STA 4+20. BCR � I A2-6, PER CITY OFRANCHO CUCAMONGA STANDARD I 13 40 See Sheet No. 4 See heet N . 5 o STA 4+84.80 ECR < F I i PLAN 104:W=24" I U U O 11 0 ( 10 + 33 N 28 27 26 18 ro 17 0 I I v, I 3 CONSTRUCTACCESS RAMP PER CITYOFRANCHO d + N + I CUCAMONGA STANDA = _ b Q I v v I I I RD PLAN 102.-X 5 L 8 I b 33 $ 30' Varies o Q 44 CONSTRUCT CA TCH BA SIN L OCA L DEPRESSION, CASE o AS INDICATED, PER C17-YOFRANCHO CUCAMONGA + v� V� Q N Q + h 0 STANDARD PLAN 401 10 10 ~ Q ALDERWOOD DR/VE Q 10 9 Q s `� `� I o M °e 10 10 11 See Right Q Q O5 -INSTALL R1(30') 'STOP"SIGNAND POST PER C/TYOF I 8 8 Q V Q 1 0 D U 5 RANCHO CUCAMONGA STANDARD PLAN 401 Q 8 U) 9 J cII 6 ONS TRUCT 4"THICKP.C•C SIDEWALK, W=FER 30' Z O SECTIONSHT.2. PER CITYOFR4NCHO CUCAMONGA 30' 30' LL E C ON TEI?I?A L A NE STANDARD PLAN 103. ' A LDEI?WOOD DRAVAF. VARIES 8�-CONSTRUCT CONCRE1rEDR/VEAPPROACHPER CITY 60 (0 WIND LANE DESCRIPTION OF REVISION DATE CITY N U OFRANCHO CUCAMONGA STANDARD PLAN 101:W= STONEYBROOKLANE APPROVED 16', UNLESS NOTED 07HERWISE. CURVE TABLE See Sheet No. 5 s See Sheet No. 4 41 0 N &--INSTALL 5800LUMENSTREETL/GHTPERC/TYOF NO. 0 R L T CITY OF RANCHO CUCAMONGA C RANCHO CUCAMONGCONTERR4 LANE LIGHTING 1 110°46'18 58.00' 112.13' 84.03' �+ t��0 O STANDARDS LEGEND STREET IMPROVEMENT PLANS 10 NSTALL STREET TREE'PER NOTES AND LEGEND AS 2 10°00'00" 102.00' 17.80' 8.92' AND STORM ®RAIN IMPROVEMENTS D U INDICA TED ON SHEET 1 ??�? CONSTRUCT 0.25'A.C. PA VEMENT 3 90°00'00" 27.00' 42.41' 27.00' TRACT �®. r7 0VER 0.33'C.A.S. MIN ° " ' _ , , , i- (MIN) 4 90 0000 27.00 42.41 27. 16311 (0 11 INSTALL STREET NAME SIGNS PER CITY OFR4NCH0 V A CUCAMONGA STANDARDPLAN401. 5 10°00'00" 10200' 17.80' 892' CONTERRA LANE - STA. 1+00.00 TO STA. 2+74.00 fA ` O 12 /NSTALLREFLECTAW&ARKERPERCITYOFR4NCHo RpfESS/p 6 109°17'07 58.00' 110.63' 81.74' ALDERWOOD DRIVE - STA. 1 +00.00 TO STA. J�(�Z. l$ p o 1- _ CUCAMONGA STANDARD PLAN 134 Q 7 90046118" 27.00' 42.78' 27.37 ) - DATE ,G /� ; � o -� � S VII L R ° " r APPROVED BY �� E- M o 32 D✓USTMANHOLE ro GRADE "� O 8 89017,07" 27.00 42.07 26.67 CITY ENG I N F E R o c` ��" C� i William J. O' Neil R.C.E. No. 24953 M i" 1s ' � y 0 o DIAL TWOWORKIN 33 D✓UST WATERVALVETOGR40E �' 9 90o00'OON 35.00, 54.98; 35.00, DESIGN LOCKMAN I&JASSOCIATES RESiQMMGi D p � � 485 BEFORE 10 90 00 DO 35.00 54.98 35.00 P.M.0 DAYS BEFORE 37 INSTALL SPEED Xp: 3�31�06 * CONSULTING ENGINEERS AND PLANNERS ��5-- W E -c14125 TELEPHONEA VENUE I 1 YOU DIG I(OU DIG SPEED L/M/T EQUALS 25 MPH f Q D�W N CH/NO, CA 91710 SHEET E- Z a- UNAUTHORIZED CHANGES & USES: The engineer preparing ANDPA/NTLEGEND �'q CIVIL �� TEL:(909)548-6418FAX 9 )548-6841 3 0 or liable for unauthorized �' P.M. OF 3 v) rn TOLL FREE 1-800-227-2600 these plans will not be responsible for, F 0 A PUBLIC SERVICE BY changes to or uses of these plans. All changes to the plans must / OF CAv CHECKED B -�-•--a----R.C.E. 42485 DRAWING NO. W 3 3 2` arms ockman 2 o UNDERGROUND SERVICE ALERT be in writing and must be approved by the preparer of these plans. C.w.L. FILE No. 04-3640 o 0 i Pror'lle Sce/0 101's, V A V V Jim, j-, C Horiz. I",= 40 Fr. J", W MCI "MM, K J ved. lip 4 Fr, 1"N" 'EAD:,, T W W L*4, �1,`, ;W IRKET :Q CUROR,T R "S �N` ,146 !1) its, v's Z .......... ............... ............1011 m" ', .................. 00e, I& o ct IL P -404,L5 1000, 5 005 FS4 M 2 75 L=42,00` ........... .0 ....... .......... ...... Wo C ... .......... . ... owl ........... ........ I......? 10+00 11+00 12+00 13+00 14+00 15+00 1+00 2+00 3+00 0 100 8 TA 11*30.01 CL. S TONE Y 8ROOK LAIVE S TA 1*0.0 CL 8/9 A YNE DRIVE 4 0 rn CL CA,MHSW NO�f L OCA DEA RESSION CASE E 8 10 SCALE 8 8 8 8 to 13 **am 9 8 40 "K 37 8 8 9 7T*14) G01EA1 OAKROAD 10 See Trat 15157PIass 10 i 11 10 10 `0 4 * 42 10 46 45 �844 3 41 40, 60 0 40, 10 10 10 7J 301 30 10 I d SMA 14*88.5801.SMWYMOOKLANE WIL REWIRE REMO VA L A 1VD RM A CEMEN T OF A MIA I P VMN T M + ve MIA, TCH,LINE 4 1 s rA 2,6+87 82, 8cR SEMOND MWEDGEOFX-GUMER 3 r +9 S M 2*6V.00 Cl.Foxbrook Dlive 8 A 3+9$,ff, C S 82 CL Golofen 0ek;qb-W S M I+W.OO'CL '7 32 3 CiON��S�,,,,TRU�CT'I,"ON ,N�OTES 37 A414,41 X CRUSHED G AAERML W� �j R S M f+2 8.93 ECR SrA 1+4557ECR STA 1+44.43 7YPEA24, ,PER BC 5 (D cIryoFRAAcHocucAAtoNoAsrAlvDARDPLANto4 w--24,, 29 10 8 M 25+97 82 ECR V) 10 10 10 o 8 Ciss-RA PsR,, aryoFRvw-vH 10 10 CONSWO rAC =44o&sot srANDARD aAlv 102-X 5, 8' BCR 30 31 RR 32 38, SEAS COWSIMCrCA rCH84SWL0CAL DEESSION, CA 10 t4 < A N a c 4 r,ED,PER a;r Y oF RAA vw=Amol vG 4 s rA)vDARD L I PI-AN307 -4 12 +2 0 0 111K 8 8 8 8 VD rAER'C1rY0F 0 Sr r L R' V!=W Sr=��,R 401 0 V0A t x1f lot V1 M�,�r� HIC C C SOEMWK, W=PER SECrION SHr 30' 30' —1C S C 0" r < r ARD PKAN 103. Z IV C 4 N 2!ZR RA H6 CUCAMONOA S AND 80 7 coA(,srRtjcrcRossA),vD,io)vGlruvINALG417TERsPIERci oF -0 ALDERW ry W OD LANE 0 MAMONG4 SrANDARDPLAA(108-A. WND E 81S,CA YA(E DR VE see S11711eet Mo. 3 O—RIAN,010 C slee sheet MO. 5 DATE CITY 0 DESCRIPTION OF RVIMN See Sheet No. 5 M 17) 7 �A ACHP 7�OF P C M" 0 CrC L=to I..W 18 0 S TON,, E Y BRO,OK L A, N, E, RAjVC=CA=ZA;Xli DP 0 11vsrAtL 5AvL4am7v,srREErt-loHrPERcIryoFRA)vcHo DRI CITY OF RANCHO CUCAMONGA C CUCAMONGA(0 CURVE TABLE W STR T PLANS 10, INSrALLSrREErrREEPERINOrE$AN�DLEGEAIDA$ItVDICArED A R L T AND STOR -DiRtAUN IMPROVEMENTS >1 1 90"43W,61' 2700" 42.75' 27,%Uf C1rY0F1MVCH0 TRACT Now 16311 2 89*1624 27.00' 42 Or 26,86' &—Ictscr — LEGIVD 3 10000VO" 102.00' 1780' 8 FOXBROOK DRIVE - STA. 1+00.00 TO STA. 2+60-00 12 hwmitt RmEmAlvr u4RI(ER PER clry oF RANcHo WCAMONOA S MWA, PMN M4 coNs rRuc r o 25,min A.C PA VEMEN r 4 90 100V0 27 00' 42.41' 2700 STONEY BROOK LANE- STA. 10+00.00 TO STA. 14+88.5 'C A.B. (MIN) DATE OVER 0 33* APPROVD BY 9000WOO"' 2700" 42241' 27,00' 13 C0WMWT WOOO 84MMADE PER ClrY OF RANCHO CITY ENGINEER R.C.E. No. 24953 0 42� WCAAMONGA 8rANARD,PMN 131-A Wiliam J. 0' N 1 0 co 1VV c1t) ASSOCIATE D v,oLF, ro com E LOCKMA ADVV5rmA H 0 DIAL TWO WORKM —A, DJUS;r WA MR VA L VE rO GRADE P.M. LANNERS BEFOR E C E DAYS BJEFORE CHINO,CA 9,17W 0 YOU DIG 4 OF 13 37 YrALL 8PMVi-1A#rmG. vR2 7 RK 7FI-:(909)50-64 M FAX(909)548-041 Z (L IV I'\- CL YOU DIG UNAUTHORIZED CHANGES & USES- The engineer preparing SPEED 1.IMI r IS M VA L M 25 MPH RCE TOLLFREE 1-800-227-2600 these plans will nOt be responsible for, or liable for, unauthorized BYt- 424,86 'W I t-Am A)VD'PAfNr18GMD C changes to or uses of these plans. All changes to the plans must OF C/k- Lockm n A PUBLIC SERVICE BY C.W.L. tir)XT"E : FILE NO. 04-3640 UNDERGROUND SERV/,ICE ALERT be in writing and must be approved by the preparer of these plans. 4C S 0 r Ho F- riz. I",= 40 IF Pro f// / I ProAle Scale N tH B K L=42.72' L , C M III r Hor/z I"= FT. URB RETUR/1L; I E C IPTION : C/ M. 1 12: 40 n F 501 SIII Q yI N 4p Vert. 1 4 FT. I ° 1 ROUN H15AD BO T IN C(�NC. C RB t=42.OT' U € g L-�42.O S A PE "S t3. o. M 1670" T URB RET N S U g 9 � � ; TAM O a © h , �i IURI RLQ a �' e f 3 NQRTHEAST COIN R 4F 6TH QTR ET!& o � gal N ` ee$he l / U N N h f i HELLMAN AVE., SFT C�F BSG. OF;CURB RET. a c v I - h b .: 100.00 V ct V F �U <t q r $ f " P/ 250.00 @''1047.16 ry Qo + I 4 I I I I � d I f�ORJ70/V OF 100.00 I _,., .... , s P/ 1*5 .OD' 104290 U / 1040' r x Ir 1040 TC �J r o TC ,o o @ Er 10 o TC Proposed TC @ 18 N/O CL k U + ,� R q L=#2.7?' N I RB RETUR I � I I I � � I �Q I O I 9 Proposed TC(? 18 W/O CL 509b ° 100 00 V xD�' I P/=2+,50.00 9047.13 U v I 4=1780' O � K G • h h . :. ..� P/ 1+ 104 .8 E/ >0 0 L I / 1040 . , @ Ef 1Q40 C� !�N c1JR� _ EJ >0�0 CL ' �00 @: � ' S � � � I � � I , , 9 _ t �X1$T/ GROUND Q � E a-56.02 4, 59 & UI U N h •� ONCURB V URB V + _ U � I k - 1 71'ON CURB _ . 4 L= D w t I .80 3 59 56 _' D N R N RB ':, � L 42.T�" ! ! � E h s i d. U4 w � c�, �I 4, , RB RET R c� I --'i"" M r, I N .� 4 ....--- L=5 : 2 h58 2. N R Proposed FS @ 4L I -� ,• -. K Proposed FS @ CL U r. r i r U U 4 !v ►� $ a h L=42.41 =47.12 5.38 L;=55.,.32' I enA 414 4 (,��+ o w[(( I �. /(�}y[ _ --- -ear"''- C, ti N R R T URN CURB R€TURN N URB M �o 00 V U ti N : o I TANGENT-4.26,% ! Q C V a0 h prcuR h rn 'h v o r E ° Q a f' RTl F 1 V 0.5�/o l4 I4 �/4Li -L �4 4 4 �4+`P1 2 ,5((100 @1047160,50 ty L 17.80 T1 U oQ �d Pro sed C 8 SKa Ct '�- Cg? S Ef 1040 TC EJ > TGt 1040 olv cURB S � �. a E/ 1050 C / X040, TC T I � � °� v M 1 , I I ! I I I G =5d 02', 43.59 I r N CURB U q U op ON CURE# P ti + 6 =17.80 43. 9 L= 02 N r 4 I I I E N CURS' N U ,o V U $ PM posed TO 1 p'W/O L T VNt I , I ' V JI� B1,SCA I � � � I C) I L,.* NE Gi(I p 1+00 2+00 3+00 4+00 5+00 1+00 2+00 3+00 4+00 5+00 \ Zo SCALE ��� n 1 " = 40 ' -� D U o r- 0 U � W ALDER WOOD DRY VE o' 40' BISCA YNE DRIVE �8 See Sheet No. 3 W/NDWOIOD LANE Q � See Left �►� ni � STONEYBROOKLANE a� W U See /flight s0' STA 31-43.84 CL W/NDWOODLANE W� � so' See Sheet No. 4 L4 30' I 30' =STA 1+00.00 CL FOXBROOKDR/VE �M � 30 I 30' s0' Q STA 1+00.00 CL B/SCA YNEDR/VE O sq� ' g Q 30' 30' p Z =STA 11*30.01 CL STONEYBROOK �.. 3D' `I 30� +o g 8 8 8 g V ado + V LA E 21 h .0 if 5 0 11 10 10 10 10 10 N o Ilk �W 25 8 3 N STA4*19.07EC �N 19 a I 10 Q I + 22 w� W 21 20 w� 18 17 o QUO 8 10 10 g Q 10 10 + e 10 10 24 �N 23W� 10 6 4 � �� aQ n I V V V V v� U cq STA 4*58.23 CL B/SCA YNE DRI VE I N � Q v� 10 I .� I = * / , U W Q Q 22 Q STA 4 56.90 ECR MA TCHL/N STA 4+58.34 BCR STA 5 02.78 CL ALDERWOOD OR VE MA TCHL/NE STA 11*74.44 ECR N + y V 1*45.53 BCR I STA 4*62.00 BC / - See L eft g ' t II �: + I 32 �. i�ccyy �/ Z ; 16 ' . 7 ; -- / / + i +B STA 1 / `,� 0 0053 , x 2 4 %; i' r�,� EWER Z Cz' / 1 - - i 5 • -- , , 3 3 C 2 , 7 / . k , , , , 8;VYAT L , , L ]�/Q\/ I 1 - -� - - ,y;= - - ; .G - W, - 32 i 1 • 15 p o l l '' �9' STA 1+00.00 CL W/NDWOOD LANE 8 J 0 1 - 6 Q + • :,, � �� •• �� •' - ��• '•� ••'�• ' -STA 5*02.43 CL B/SCAYNEDR/1/E 8 STA I+45.DO ECR $ I I ti.. MA TCHL INE SEE L EFT Q m w o STA 1+49 3o acR 5 STA 10+84.44 BCR o 9 O a W N M b o ao 12 C�j V II 6 33 � ti o 1 10 o I1 � � � ro 13� m �. X14 m N I w Q ^ Qh � o Qo cnn � + so' D -tip- �� + � Q � + h 8 g `t �C N ad h ad W ad HA2 3 w ^ W � 4 5 W � 7Dp STA 1*00.53 0 O N , v � Q Q Q VV Q 30 30 M W �� o W � } � V � I. UV h V VQ + a � � � + Q �� QQ oQ 10 OQ QQ 10 aQ + 8 �' $ 10 �' 10 8 OUV kX FOXBROOKOR/VE Q q � Q � '� _ �� vV�. vk V � vV UV � � v E �; r4O 8 V V 8 8 8 9 10 QQ 8 , 8 V ti V 8V Uri w See Sheet No. 4 $ UW V 8 L� E 11 i \ WIND DESCRIPTION OF REVISION DATE CITY j STONEYBROOKLANE + i\Q g 10 $ Q APPROVED *' �• V See Sheet No. 4 �. �� CONSTRUCTION NOTES CONSTRUCTION NOTES (CONT) LEGEND n v Ui U V W 10-- CONSTRUCT 3"min.AC PA VEMENT OVER 4" min 0) (4 CRUSHED AGGREGA TE BASE(SEE GENERAL NOTES 9 �8 - CONSTRUCT CONCRETE DR/VEAPPROACH PER CITY CONSTRUCT 0.25A.C. PA VEMENT CITY O RANCHO CUCAMONGA @ ` CA YNE Dl?l VE m & 10) OF RANCHO CUCAMONGA STANDARD PLAN 101. W= OVER 0.33'C.A.B. (MIN) � 14- Z 16 .STREET IMPROVEMENT PLANS o 2�- CONSTRUCTCONCRETECURBANDGUTTER, TYPE AND STORM ®RAIN IMPROVEMENTS A2-6, PER C17 Y OF RANCHO CUCAMONGA STANDARD O9 -- INSTALL 5800 L UMEN STREET LIGHT PER C/TY OF U + V PLAN 104.•W=24' RANCHO CUCAMONGA STREET L IGH TING STANDARDS CURVE TABLE TRACT No. 16311 LO V- Z 0 Q Q O3 - CONSTRUCT ACCESSR4MPPERC/TYOFRANCHO 10 /NSTALL STREETTREEPERNOTESANOLEGENOAS NO. 0 R L T N V- VII CUCAMONGASTANDARDPLAN102.•X=5', L =8' INDICA TED ONSHEET I WINDWOOD LANE - STA. 1+00.00 TO STA. 4+58.23 �- 5 A QROFESSpO I 10°00'00" 10200' 1780' 892' BISCAYNE DRIVE - STA. 1+00.00 TO STA. 5+02.43 0 CONSTRUCT CA TCH SA SIN L OCAL DEPRESS/ON, CASE 11 INSTALL STREET NAME SIGNS PER C/TY OF RANCHO co H ��� �w� ' F ASINDICA TED, PER C/TYOFAANCHOCUCAMONGA CUCAMONGA STANDARD PLAN401. 2 110°40'11' 58.00' 112.03' 83.87' APPROVED BY DATE M o o \ STANDAROPLAN401 ° William-J O' N (/ R.C.E. No. 24953 p � �' �' � 3 10 0000 102.00 17.80 8.92 CITY ENGINEER 2 12 /NSTALL REFLECTANTMARKERPER C/1Y OFPANCH0 p &wwvwwwvwvwmnr v f` 424 5 INSTALL RI(30'J'STOP"SIGNANDPOSTPERC/TYOF CUCAMONGA STANDARD PLAN 134 4 90°00'00" 27.00' 42.4P 27.00' DESIGN � R��O MEND D . 3 4806 � RANCHOCUCAMONGASTANDARDPLAN401 5 ° PM LOC.KMANI&JASSOCIATES o DIAL TWO WORKIN * ✓ * 32 ADJUSTMANHOLE rOGRADE 100 0000 27.00 47.12 32.18 CONSULTING ENGINEERS AND PLANNERS � ,Z- W E BEFORE ,,,.� DAYS BEFORE J► Q 6 CONSTRUCr4" THICKP.C.C. SIDEWALK, 14125 TELEPHONER VENUE @ y YOU DIG � � 6 109°17'07' 58.00' 110.s3' 81.74' DRAWN CH/NO, CA 91790 SHEET co YOU DIG UNAUTHORIZED CHANGES & USES: The engineer preparing 9� CIVIC- �� W=PERSTREETSECTIONSONSHT 2, PERC17YOF 33 AD✓USTWATERVALVETOGR4DE TEL:(909)548-5418FAX(909)548-6841 5 3 0 Z n- F� RANCHO CUCAMONGA STANDARD PLAN 103. 7 X-4071-1 27.00 42.72 27.32 P.M. O F a 0) rn TOLL FREE 1-800-227-2600 these plans will not be responsible for, or liable for, unauthorized OF CAV\ B �R.c.E. 42485 3 3 A PUBLIC SERVICE BY changes to or uses of these plans. All changes to the plans must O7 - CONSTRUCTCROSSANDLONG/TUD/NAL GUTTERSPER CHECKED ire oc man DRAWING NO. W ro UNDERGROUND SERVICE ALERT be in writing and must be approved by the preparer of these plans. C17Y OFRANCHO CUCAMONGA STANDARD PLAN 106-A. C.W.L. DA -,4 r FILE No. 04-3640 2O�j� o � p II I I is � F Profi/e Scale : I � � � : I B NCH MARK i Horiz 1 419 FT. 4 s 1 F QESCkIPTION . C/ f.M,NO. 101912 I/eIt 7 4 FT. I f 1 ROUNI HEAD BO T IN CONC. CURB STAMPED"S,8. Co. M 01670" .T NORTHEAST CORN R OF 6TH§TR ET`& I sl HELLMAN AVE., 1 FT OF BEG.;'OF,CURS RET. I SLE 1051r. 10-7 I F< I I I ------► -� I � I I I ►� ` + o goo W � s C14 ti � Q50 � € ,. � � $ + � � � � h � � � ' / 1050.../- , � .� W � w x s TpP of Ex NOR THERL YCURB(8"C,F. G Pro sed FS CL' v .........�... X /N/SHED SURF,4C$at C4 ' I � -�• ! g � I , I I s o a g °� $ $ $ $ g $ W I r, / >(15D TC, s g u5 ' + c4 M . r / 1 h + bo No M � W caw � � .. Q 050, T I I Wim. q Cal r i L Er /N/SHAD SuRF/1C�'at CG _ I L-54-�98 iI w L-30.25' � I , n 0.5D/ h NCURB O G RI h k R L-305 L-30.5$ I I � ( N R NClB " M , 0.5Q/o � I A O k � 0.50 � . o : R � o � } i a t f v i 0f V _ U v' D L. - _ / 1450 TC � � ,' W � � �, �t4 N �, � a a m x + /44 / 1Q5Q T� i V ► Fro sed TC 34^ S/ Co vI` h V h d� $ Qo °v € 'L=54.5 ' f r. s U i I op + M t 1 M o0 o N � o N � M w I I CURB RE77JRN , b + o s F � o + � � �, L�54.Q8 I € I o CUR RETURN I r u I f x II Proposed TC Q 32'$10 CL s 14 / t 14 k r= 5.4 ( I CURB{SET RN t z k W I Y l 6 I 1 3 � I 6,TH S TR47E, T - 3 I 0+00 1+00 2+00 3+�00 4+00 5+00 6+00 7+00 8+00 9+00 NOTE.•THEEX/ST/NG OtiERHEAO UL T/L/TIES,1TELECOMiL1UN/CAT/ONS ANDELECTR/CAL)ONTHEPRO✓ECTS/DEOF6THSTREETSHALL BEUNOERGROUNDEDFROIW THEF/RSTPOLEOFFS/TEI�YESrOF SEE SHEET 13 FOR HELLiLIANAI�ENUETO THE�LIOSTEASTERL Yf'OLEDFTHE S/GlV/NG AND STR/P/NG PRO✓ECTFRONTAGE, PRIOR TOPUBL/CALIPROV,E� -SNT ACCEPTANCEOR OCCUPANCY, I4YH/CHEIiER COQ ,ESF/RST.ALL SCALE SERV/CES CROSS/NG 6THSTREETSHALL REUNDERGROUNDEDAT THES,4&,E r11WE. STA 0,100.00 CL 6TH Street =STA 9,175.63 CL He//man A venue Existing f'/IVI/ 00 40� STA 4+31.80 CL 6TH Street p STA 7436.86 CL 6TH Street =STA 2174.00 CL CONTERRA LANE V =STA 29,129.22 CL Go/den Oak Road 01 , - __ _____________-_-_ _.- . _ _ _.. _ _ __ - _____ _ _-__________ _ _________ ___ __ ___ _ _ -- _ _-- - --- T______---_--_ - _ ____ _� �-____ -�---- Ex sing R/W 14 15 c�j O fl \ S TI?EET C', 77-77 , y Q j�_ 14 15 i 22 8 / 7777,77 - - - - - - - _ _ 2122 w i � / -Y`7w. _7'--9 / -s /"� ?-S --r_.'-1-7�'-l.�T�'. T_+�_f-r-� ,^^T , ,_.'w.l_/'^ - r i/ 16 \ 13 11 o 1 / . 19 �.! 5 8 6 3 ; - 3 18 3 , 2 ..' .....' ..r , �, ., :77.77.777 WIN 4 �I�iilil4 � � 7-1 38 6 37 36 35 34 ' � W 17 w 16 6 15 h 5 STA 9107.70 BCR STA 2,107.00 ECR r STA 2107.00 BCR 5 �� STA 28,162.88 ECR �_ , 4 � �! STA 28,161.36 ECR -33' 3r' I>r I Proposed R/W ' W xrsti g R/W 7T W W U O 2 I 0 3�� Z U b 30'-60�30' o HELLMANA VENUE + z 60 Q GOLDEN OAKROA D J See Sheet 7 Q "' "' CONTE R4 LANE See Tract 15157-1 o 4 k Q Q �,h Q Q - z ; �, See Sheet 3 11 Z 24 Dwg No. 1628 4B 23 ill �i 24 W m 12 O W 24 0 W LEGEND J a CURVE TABLE CONSTRUCTION NOTES Z CONSTRUCT mix .25'A.C. PA VEMENT OVER � „; MIN. 33'C.A.B. NO. A R L T �_-CONSTRUCT 3"min.AC PA VEMENT OVER 4" 16 ONSTRUCT5"(INCHES)MIN.A.C. PA VEMENT OVER 6�� U ° „ �' CRUSHEDAGGREGA TEBASE(SEE GENERAL NOTES 9&10) (INCHES)CRUSHED A GGREGA TE BA SE CONSTRUCIry"A.C. PAVEMENT OVER DESCRIPTION OF REVISION DATE CITY j 1 90 4819 35.00 55.47 35.50 a. 33 ONSTRUCTACCESSRAMP PER CITY 18 ONSTRUCTCONCRETECURBAND GUTTER, TYPE 6"C.A�B. APPFOVED 2 18°5529" 92.50' 30.55' 15.42' OFAANCHO CUCAMONGA STANDARD PLAN 102.•X=5', A2-8, PER C/TYOFRANCHO CUCAMONGA STANDARD �� GRIND CITY OF RANCHO CUCAMONGA C � 3 1805529" 92.50' 30.55' 15.42' L =8' PLAN 104.-W=24' � ,< ° 55 INSTALL R1(30') "STOP"SIGN AND POS TPER C-ITYOF (0.15'DEPWx5'WIDE)AND 3 4 12 4049 136.67 30.25 15.19 RANCHO CUCAMONGA STANDARD PLAN 401 19 ONSTRUCT BUS BA YPER C/TY0FR4NCH0 CONSTRUCT 0.15'A.C. OVERLA Y STREET IMPROVEMENT P LAN,S 2 o f E 5 12"4049" 273.33' 60.49' 30.37' CUCAMONGA STANDAROPLAN 119 p U Q� 6 919°00'00" 35 00' 54.98' 35.00' 66 ONSTRUCT 4" THICK F.C.C. SIDEWALK, W=PER 20 EXIST/NG POWERPOLE TO BERELOCATED. (BYOTHERS) AND STORM DRAINIMPROVEMENTS R F STREET SECT/ONS ON SHT.2, PER C/TY OF . �`�' �s ' �o � TRACT No. 16311 �' F �' 7 90°00'00" 35.00' 54.98' 35.00' CUCAMUNGA STANDARD PLAN 103. F- 21 EMOVEEX/ST/NG SIGN to ``' / r^ 8 89°17'07" 35 00' 54.54' 34,57' f A V- c� .L42485 z O7 —CONSTRUCT CROSS AND t ONG/TUD/NAL GUTTERS PER N @ Q Q fcp. ;3�31�06 * C/TYOFR4NCHOCUCAMONGA STANDARD PLAN 106A. 22 REMOVEEX/STINGCURB, GUTTER,AND SIDEWALK 6th STREET STA. 0167.50 TO STA. 6+84.82 0 00 ; �, 10 INSTALL STREET TREE PER NOTES AND LEGEND t0 0 Cw�� AS INDICA TED ON SHEET I 23 RELOCATEEX/STING STREETLIGHT APPROVED BY DATE <_ > nr� OF A`\� 11 INSTALL STREETNAMES/GNSPERC/TYOFR4NCHo " William J. O' Neil R.C.E. NO. 24953 p c� o F p CITY ENGINEER 0) M -INSTALL STANDARDPLAN401 24 INSTALL 9500LUMENSTREEYL/GHTPERC/TYOF DESIGN R MD o DIAL R4NCHOCUCAMONGASTREETL/GHT/NG STANDARD LOCKMANI&JASSOCIATES ..NVO WORKIN 14 ONSTRUCT0.15 THICKA.C. OVERLAY P.M. "BEFORE CONSULTING ENGINEERS AND PLANNERS — .... DAYS BEFORE 4B -INSTALL 2200LUMENSTREEETLIGHTONA TYPE 19-4-80 14125TELETHONEAVENUE 1-- 1 YOU DIG YOU DIG 15 RIND EX/ST/NGA.C. PA VEMENT,AND JOIN EX/ST/NG BASE W/THA 15'L UMENA/REARM 2"CONDO/T SWEEP DRAWN CH/NO,CA 91710 SHEET I- Z a UNAUTHORIZED CHANGES & USES: The engineer preparing EDGEPERDETAIL SHEET2(5'WIDEM/N.X0.15' ANDAFOUNDAT/ON#ES-6R P M TEL:(909)548-6418F"(909)548-6841 G OF 3 0 rn TOLL FREE 1-800-227-2600 these plans will not be responsible for, or liable for, unauthorized DEPTHM/N-) - p_ C r B - ----_-R.C.E. 42485 - A PUBLIC SERVICE BY changes to or uses of these plans. All changes to the plans must CHECKED DRAWING NO. W g p g p res W. Lockman o UNDERGROUND SERVICE ALERT be in writing and must be approved by the preparer of these plans. C.W.L. u TE : l� U �5� FILE NO. 04-3640 o 1. Profi/e Scale s B NCH NIA K I � - Hor/z 1"= 40 F7 f 6E CRIPTION : C/ �M.NO. 10,912 ti 1 ROUND H D BO T IN CONd. CURB Vert > - 4 FT. , SjAMPEt "S,B. Co. M01670-AT NPR`HEAST CORN R OF 6TH$TREET& g t HILLMAN AVE., 1FT F. OF BEG.;OF CURB RET. L .� 1051. 107 00,VC I _ $ D50 C �✓ 1050,TC ; E c 8 o I I P/=1 4 5+ 5. v ao 0. $/ i r W !I �i } I W �^ i . h -o.' 99 I I FS >2 IN L i I 4 _ + f P/ 1046 38 8 5,.00 0 _ �CL, � h � / 1050 C &— /050 I I $ h I I R ro EX/ T/ G SURFAC CL r S � �Q y 4 g j R h I r is d F ,. '., c 0.45 i ��PI-- 04759 815....00 I CUCA O OA dRtEK CHANNEL I v „ t I �`+ S.B.- COUNTY P.C.D. V I: _ , 1 -- 1050 T /— 1064 TGA I i _ + o. o ts ", I + * 0.45%k � I r /4 614 4/4 �/4 � r L.-155.47 I I ` 1 -0.80 A Pw TC 3 'E/ GL ,00se�l (;�? � l� : I r CUR l�?ETU N I c f r li 0+00 1+00 2+00 3+00 4+�00 5+00 6+00 7+00 8+00 9+00 SEE SHEET 13 FOR SIGNING ANCA STRIP/NG o EX/ST/NG PAVEMENT SHALL BE COLD HEL L A4AN - A VENUE M/LLEDAND M/N/MUM2"/N DEAPTH STA 0+00.00 CL 6TH Street ni =STA 9+75.63 CL He//man A venue AND OVERLA YED W/T/tiI AC i Existing I?IW 0 , r Y --._.-.. _� ---- — ---.,_--- ------ I / 4 E _a --,- - , , -�, _ T - E y _ — W. 7 . _ M 0 L , . , U G7, 1 14 15 =—� -- hi >i i i� i;i. , r. .- ^=. ,.—.. —•—�,-- — �� � . r'^�-'—cwt-'C— �'C--•—°—•— N _:�._ -t-- 16 20 , , N , 20 0 20 F !13 — --- — -- — -- -- — — - -- . .. .. .... :. . / 4 1 , I �- -'' z 4 )J44 43 42 41 40 39 38 I ; I STA 0+67.50 ECR p 1 v Existing R/W ; o Z Proposed R" y 84' 32 I 32' 8' _ NOTE T/EE.Y/ST/NG OIiERHEAO UT/L/T/ES/TELECD/LIMUN/CAT/ONSAND > Q 24 Q 6TH STREET ELECTR/CALF ONTHEPRO✓ECTS/DEOFHELL1WANAt�ENUEShALL BE 00 W See Sheet 6 UNDERG,'ROUNDEDFROM 7NEF/RSTPOLEOFFS/TEOFTHF 24 4 Q SOUTHEQL YPRO✓ECTBOUNDARYTO THEF/RSTPOLENORTHOF6TH o STREET, PRIOR TOPURL/CIIWPROl�EMENTACCEPTANCEOR CONSTRUCTION NOTES p OCCUPANCY, WI.11CHEIIER COd9ESF/RST.ALL SERV/CES CROSS/NG HELLiL1,41VAVENUESHALL 6,EUNDERGROUNDE0,4T THESAMET/ME. (�—CONSTRUCT 3"min.AC PA VEMENT OVER 4" m N `J CRUSHEDAGGREGATEBASE(SEE GENERAL NOTES 9&10) N N U J Q 66 --DONSTRUCT 4"TH/CKP.C.C. SIDEWALK, W-PER SECT/ON SHEET2 Z_ v� PER CITY OF RANCHO CUCAMONGA STANDARD U- C 0 PLAN 103. V10 INSTALL STREET TREEPER NOTESAND LEGEND Cl) U AS/NDOCATEDONSHEET 1 LEGEND DESCRIPTION OF REVISION DATE APPROTY VED :3 0 &---CONSTRUCT 0.15'THICKA.C. OVERL.4 Y CONS TRUCTS"A.C. PAVEMENT CITY OF RANCHO CUCAMONGA 2 U OVER 6"C.A.B. cC 15 R/ND EX/ST/NGA.C. PAVEMENT,AND✓O/N EX/ST/NG ® ® 3 EDGE PER DETAIL SHEET2(5'W/DEM/N.X 0.15' STREET IMPROVEMENT PLANS O 00 ESS/� DEP THM/N.) /� D a L' CONS TRUCTMIN. .25'A.C. PAVEMENTOVER AND �T®I�M DRAIN IMPROVEMENTS U �c� �S 16 CONSTRUCT$ M/N.A.C. PAVEMENTOVER 6 ,,;; MIN. 33 C.A.B. TRACT No. 16311 r" �' CRUSHED A GGREGA TE BA SE � y � �`'> -__.__ � - r�*� 17 ONSTRUCT CONCRETE CURB, TYPEA2-8, PER C/TY V- 31 Z OF RANCHO CUCAMONGA STANDARD PLAN 104 GR/NO EX/ST/NG A.C. PAVEMENT r=x . 3/31/O6 * HELLMANA VENUE STA. 3+12.92 TO STA. 9+75.63 � @ O / (0.15'DEPTHx 5 WIDE)AND O - � 20 EX/ST/NG POWERPOLE TO BEREMOVED&RELOCATED BY �� _ � o ` J' \Q BY UNDERGROUND LINES PAID FORAND COORDINATED BY THE DEVEL OPER. CONSTRUCT 0.15'A.C. OVERLAY DATE l� / - meq" CIV 1L APPROVED BY �( � /�� p� o �F 0� CITY ENGINEER M � o O� CA�\F 'William J. O' Neil' R.C.E. No. 2453 O oo ,,�„ 24 NSTALL 9500LUMENSTREETL/GHTPERC/TYOF EX/ST/NG PAVEMENT SHALL BECOL U DESIGN REECC !;NNQFED � R4NCHOCUCAMONGASTREETLIGHT/NG STANDARDS. MIL LEDAND MINIMUM 2"/N DEPTH LOCKMANI&.1ASSOCIATES o P.M. �, �,�► o DIAL � TWO WORKING AND OVERLAYED W/THAC CONSULTING ENGINEERS AND PLANNERS --•�sr,,�©�-- � W BEFORE "��� DAYS BEFORE 41 4 -INSTALL 2200LOMENSTREE TLIGH TONA TYPE 15 BASE 14125 TELEPHONEA VENUE W/THA 15'L UMINAREARM,2"CONDO/T SWEEP,ANDA DRAWN CH/NO, CA 91710 SHEET Z M YOU DIG YOU DIG UNAUTHORIZED CHANGES & USES: The engineer preparing FOUNDATION#ES-6R P.M. OF TEL.•(909)548--66444118-FAX(909)548-6841 7 1 3 0 0) m TOLL FREE 1-800-227-2600 these plans will not be responsible for, or liable for, unauthorized " BY -� —R.C.E. 42485 °' A PUBLIC SERVICE BY changes to or uses of these Tans. All changes to the tans must 3a ONSTRUCTB A.C. DIKE, TYPEDI-8, PERC/TYOF CHECKED — DRAWING NO. F g p 9 P RANCHO CUCAMONGA STANDARD PLAN 104, ares Lockman UNDERGROUND SERVICE ALERT be in writing and must be approved by the preparer of these plans. C.W.L. DATE : lQ Q,y� FILE NO. 04-3640 0 0 I B NCH rv1A K s Profile Scale r i Horiz 1"= FT. I I i C6E�CRIPTION :! C/ M.NO.4 10012 40 { rr r i I r 9 ROUND H�AD,BO T 1N CONO. CURB Vert, I"= 4 FT. f I �' f k STAMPED "S,B. 00. M 01670" T I l NORTHEAST CO N R QF 6H TREET& 4 HELLMAN AVE., 1 FT JE. F BEG.,OF CURB FEET, [ �L�EV.� 1 O�1 107 i . i I 1 � F R 1 I f I I f i I I e ' s; r � I 1 ` NO O lLF F�, QUIRED I I I 6 s1-7,1,e EXI$TING 1kfPRCMNS / A ' ONL Y E SIDf .qLKANZ) 4� AND l ,qP " CONS TR T701V , : I I E r 7 � I E a II y I I pp@ p i. I s a r 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 SAWCUT&REMOVE BALL EX/ST STREET/MPROVEME'NTS ETHER PRI VA TE OR PURL/C SHALL BE EXSTCURB& GUTTER PROTECTED INPLACE. ANYDAMAGED CURB& GUTTER OR OTHER IMPROVEMENTS SEE SHEET 4 S/DEWALK/MPROVEMENTS ONL Y 6 FT STREETDED/CAT/ON TO THE C/TYOFRANCHO CUCAMONGA SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE PUBL/C WORKS LANDSCAPE EASEMENT TO LANDSCAPEMA/NTENANCED/STR/CT INSPECTOR C/TYOFRANCHO CUCAMONGA CONVEYANCYOF'6 FT STR/P OFLAND TO THE HAWTHORNEHOME OWNERS ASSOC/A TION STA 26-42.62 CL Go/den Oak Road FOR PR/VA TE STREETAND LANDSCAPING PURPOSES ONL Y FOXBROOK DR/VE =STA 2-60 00 CL Fo%brook Drive SCALE 6THSTREET See Sheet No. 4 1 " 4 O' X See Sheet No. 6 60' U 36 88' 30' 30' W 44' 44' N STA 7-37.65 CL 6TH Street 0 40 36 36 121 18' . 18' 12' ^ 36 Q W 12 32' 32' 12' =STA 29-29.22 CL Go/den Oak Road � n V~ N I I >3 L4 \ 15 N 8 10 h �2 I 14 STA 28+97.87ECR I L N N I �, OW STA 26-24.82 ECR STA 26+60.82 BCR Q d i . . ... . . ... :. 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SIDEWALK, W-PER AND STORM DRAIN IMPROVEMENTS U �� �S �, STREET SECT/DNS ON SHT.2, PER C/TYOFRANCHO TRACT No. 16311 y CUCAMUNGA STANDARD PLAN 103. _ CO 2485 10 INSTALL STREET TREE PER NOTESAND LEGEND p / xpJ /31/06 * AS INDICA TED ON SHEET 1 GOLDEN OAKROAD STA. 2267.38 TO STA. 29+29.22 to O l� f ✓ Q 36 INSTALL A R26(S)STREET S/GN PER CAL TRANS STD 0 o I- - CIV I\- �� APPROVED BY pp � DATE �U/ � CITY ENGINEER William O' NeR.C.E. No. 24953 0) � � OF CAS- o nw DESIGN RECOMME D o — LOCKMAN I&JASSOCIATES ..- D M P.M. CONSULTING ENGINEERS AND PLANNERS ���1— W o DIAL14125 TELEFHONEAVENUE TWO WORKING 0 BEFORE DAYS BEFORE DRAWN SHEET E M YOU DIG YOU DIG UNAUTHORIZED CHANGES & USES: The engineer preparing TEL:(909)548/6418 FAX(909)548-6841 $ O F 13 OJ 0) 0) TOLL FREE 1-800-227-2600 these plans will not be responsible for, or liable for, unauthorized P•M. a - SERVICE BY changes to or uses of these plans. All changes to the plans must CHECKED BY v-- R:�.E. 42485 DRAWING NO. A PUBLIC SER C 9 Ofi r/e Loc man '3 3 C.W.L. DATE O O" FILE NO. 04-3640 20679 Q 0 o UNDERGROUND SERVICE ALERT be in writing and must be approved by the preparer of these plans. p I , � s : k I, I I ■ Plofi/e SCa/e j Hariz 1 10 cn rMc�Cc,oAs' FT /er > 2 FTifIjIFrIwA'iis' • I':,:®I,II 3 0I 0/ y ':'I ai- .,�,II I I,�(2�1::,..2.".1■.0..:.0..-/-��I:-I� ..°.II I -IjsEiEPrkItIi�{pp�1PiatV�P kPRsi}I'{fr :__-,1I1IIIII11II1lI,iI'111II 1I11 kIy�+,f.3tI�}I;IrI �I3il t(( I1II{Ip1II�II111,IItI1II!II - 44.00�I'ItI�{�rif fI �Ir,1It�I 'eI1r��pp3 I ; , 4I 4,QI:fl / 4 .00� 44.001324 0/ 2Ap/ 32,00 1iIIIIi. I�arfi�$I{{ItIr IhlyIk�a,r1t fIi�k r • 12,00'! 032. 12. 32.00' 12.00,' �_i1,iIIII111I�III1i I . I 4rI�(IkIfI IIIII I _.NII 1III,�„1i]IIi1III1„I1I1II.II I, II me I 44,0041 rtI�i��IIIIIIi IIII I-h I.,-,rw•�Iaaj I',I'JII,I II�_.IIIII I k€xI.ej;� a ' - : . 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No. 24953 pDESIGN RECOMMENDED po 3/31/06 LOCKMANI&&ASSOCIATES d DIAL - TWO WORKING P.M. CONSULTING ENGINEERS AND PLANNERS 1 �-�E�2 BEFORE DAYS BEFORE 14125 ELEPHONEAVENUE CIVIDRAWN SHEET CA 91790 YOU DIG YOU DIG UNAUTHORIZED CHANGES & USES: The engineer preparing TEL (909)548-6418 FAX(909)548-6841 Zd. 1-800-227-2600 these tans will not be responsible for, or liable for, unauthorized OF CA� P.M. 9 OF 3 0) TOLLFREErn R.C.E. 42485 C C CHECKED DRAWING NO. '3 A PUBLIC SERVICE BY changes to or uses of these plans. All changes to the plans must es Lockman UNDERGROUND SERVICE ALERT be in writing and must be approved by the preparer of these plans. C.W.L. nArE : ,0 FILE NO. 04-3640 20646TA N 5 4 � ■C■r■■i ■:■■■■ ■■s■;■■■:■ ■■■■■■r■:■ d D I, _ j I f r Profi/e :I Si 1III ,I ca/� Horiz 1 >0 F7-. . Vert7 2 FTf$t}IkR«kIIa, 1pC{pNba fp4p p([E6¢ I IIIII I I ..I II.,I .QcaP.OnQPP.c..• I I I III I «r�pIagdI;f I.b III(bi1i bFppp1b;i!IIp1v IrI.f. 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O' Neil R.C.E. No. 24953 R� MM���DESIGN DIAL TWO WORKING a%4248LOCKMANI&&ASSOCIATES ft 10 -4 BEFORE DAYS BEFORE Ex.3/31/06 P.M. CONSULTING ENGINEERS AND PLANNERS .�YOU DIG DRAWN 14125 ELEPHONEAVENUE SHEET(0 YOU DIG CH/NO, CA 91710Z UNAUTHORIZED CHANGES & USES: The engineer preparing CIV1� (909)548.64Y88FA:X9)548-6841 TOLLFREE 1-800-227-2600 these plans will not be responsible for, or liable for, unauthorized PM 10 OF 13T € , 3� ) C A PUBLIC SERVICE BY changes to or uses of these plans. All changes to the plans must OF CAS YR�C,E, 42485NECED ' DRAWING N ares W. Lockman 0 o UNDERGROUND SERVICE ALERT be in writing and must be approved by the preparer of these plans. C.W.L. SATE :L�j � d FILE NO. 04-3640 20.0'