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HomeMy WebLinkAbout2237 a; CA" MON GA STREET IMPROVEMENT CONSTRUCTION + • OF A H UC 1 T I .® T TY OF RANCHO CUCAMONGACITY NC 06TH STREET STREET AND RAImLRO Ama D CROSSING IMPROVEMENTS1 XF.- 2 CONSTRUCT " THICK PCC SIDEWALK . DRAWING. FROM1- WESTOFRAILROAD CROSSING TO ETIWANDA AVENUE SHEE7 INDEX (�)_ . 103. 1SEC11ON SHEET NO. DESCRIPTION , MU'* I NbfNA1 .N H U RAILROADSTREET AND I PROJECT Z , SEE SEC11ON " " ON SHEET NO.6, PAVEMENT 2 FROM WEST OF RAILROAD CROSSINGDETAIL. 1. All work, shall be done inaccordance.,, with these plans, the Cityfnc u . Str n - curr t °� 11+00.00 101 I L ( EDISON). edition, s cl i i ! supplements of amendments. r t r shall be STREET AND STORM DRAIN IMPROVEMENTS PLAN 6 EXISTINGi IRE RD familiar it ll nil for r t t r i 11 . 1+3 FROM I L LINE. c.fa ti :;;Z Z STREET AND STORM DRAIN IMPROVEMENTS PLAN 8 REMOVE EXISTING METAL W-BEAM BARRICADE. 2. ' , isv �ll pipelines substructuresfkind, telephone • , 31+00.00 valves,, f'r r , t . t t Iwithint 9 REMOVE I CHAIN H ri - li i rin 1 r i v n r i t n HIGW STREET shallremoved, replaced, l r protectedi place required t cost 175 , 31+00.00 CRACK SEAL VISIBLE contractor3. Any to the i f o / i- 1 " I Y). in r this project ll familiarize himself i i ' W �n R / (NOTE: AFTER COLD an ll solely responsible f n existing facilitiesresulting I TIL ! " 11 " P, r indirectly fr ioperations, o r r not c facilities r n theseH H LAi ). I111- 7 FROM WEST OF RAILROAD CROSSING ans. M " ARHM OVERLAY. r it ll obtained from t i of n Cucamonga Public Works, F �� . 1 11 11 Engineering Department prior n encroachment n r construction within any Cityh xi tin overhead utilities , CDW CROSS SECTIONS ui CIO 8 Rancho 11STRIPING,t- .c easement r ri (telecommunicationsnelectrical 13+50.00 T 24+00.00STRIPING SEE 11 12. except for ) n project 5. II r II tContractor orEngineer. vin t ll NSF i of h Street IICROSS SECTIONS t t all i points, f en of within 1 of U J , V L , GAS VALVES elevation t t r than of intervals. Additional pavingtunder-grounded r t first T . AND OTHER C ' iole offsite t easterly project 1 l I JOIN DETAIL Q. )uboundaryto thelost I westerly II r water, electric, , n other utility laterals, mains, r crossings II of t easterly boundary, rior t 4TH ST. ' • . . 36+00.00 + 00.00 u li improvement cc nc or °� 1 " " SURFACE • be constructed prior t i occur first. 1 (LOCATION P INSPECTOR APPROVAL). occupancy whicheverIIPLAN Compaction7. tests f embankment construction, trench backfill, compacting VICINITY 1FROM WEST OF R/R TO 1 1 roue all - r II or t n cost iy anh N To SCALE . 1 I i TRANSITION Cucamonga. written report withthese compaction tests shall be submittedo the FE STRIPING PLAN city 'ngineerfr approval priort t placement materials i 1 . 1 AVE. 1 I Gl CUCA OG . 101 TYPE C. R W (NORTH) , 19 TRANSMISSIONY SOUTHERN CALIFORNIA EDISON. 8. At the completionf paving, a materialsreport shall be submittedit i r. 44.00 44.00' STREET TREE CONSTRUCTION_ I I 11 ' I SAND i tin all tdeterminationscompleted verifystability it content n _ 32.00_ = WIN __4lQ12.00 gradationf Ipaving. T E . . SEE TABLE ON SHEET 1. . S/ L T ICL I , I I 1 EXISTING CURB AND GUTTER. PROTECTIN PLACE. 9. 1 Prior to installation of paving, materials t iI submitted t i l � SPACE� CONSTRUCT22 OF RANCHO CUCA ONGA Engineer. Listing all tests or determinations completed to verify: R-Value, sieveC C P01 ` LESS TAN , 1 , analysis n nequivalent f aggregate . � Magnoliar i or O.C. OR UNDER ' 1 L 69 « Litt) INSTALLL IL I RANCHO CUA GAS . 602 1 avis II r in accordance lun Pavement tests n L determine ru to I sections. 0-975 Q • ° T . ° � STREET Magnoliar i r CONSTRUCT ON UCTSIDEWALK IAD I ANACLHKQ CSEUECASEQCTION - 13Q1-C H . SIDEWALKPROPOSED .? T ' 1 11. n improvements r t placed on natio it hichconsistsof rocky 'Majestic u 00 ° material, t sub-grade ll prepared removing all r i protrude 1 q " " ) abovesub-gradeII voids r depressions shall fill it fin grade °°0 -00 1 TYPE A2-8 ---- _ 00 CONSTRUCTION NOTES FOR STREET material quality better t native C : S M D&�II J1,1IN CONSTRU.00 NQIU-.* 0 TI - CQ , CK L O0 EXIST. 1 ii t treesareto lent iaccordancewith cityplans. 1 . I t , It concretei t i n sub-grade, it t r•l n registered C PLANEF i C 1 " 2. Prior t commencement planting, n agronomic soil report II 1 INSTALL 4 L PLAN. t o. . fru underA.C. nP.C.C. hall uniformly appliedt t I T ). R -- 55 furnished to the city inspector. any unusual toxicities or nutrient deficiencies may manufacturer's recommended rate for the full pavement width prior to paving. COLD PLANE require cill soil amendments, as determinedcity inspector. CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA SM. SURFACE . II r treesare subject to inspection nacceptancey theengineeringdivision. . / REINFORCEMENT MODIFIED . 1 Estimate quantities i provided Engineer only for t conveniencef t Street trees r to int r public improvement ! n only. TAIL O SHEET developer, contractor ll his own* construction quantities6TH beforeittin i . Any item of work required y these plans which is not CONSTRUCT CURBSIDE DRAIN U T, LARGE CAPACITY CI TY OF specifically listed in the estimatequantities shall be considered as included the FROM 0+62.84 TO 1 +34, 46 NTS; STRIPING GENERAL NOTES RANCHO CUCA GAS G. Q. 107-C, (MODIFIED). other i f . CT CONCRETE COLLARI OF RANCHOCUCAMONGA STD. 1(SOUTH) R/W . iI til adimensionsr traffic striping markingsinstallation thereof h II . 2 R/W 1 Street signs r i o Cucamonga u r 1 II be confer to Caltrans, Standard Traffic Manual, MaintenanceI CONSTRUCT ICK N TRANSITION CITY OF constructedc intersection. 1' ' �I r 4 Standard I ity Standard plann . 133, unless otherwise rov or directed by I RANCHO CUCAMONGA SM 104 CURB AND CUTOFF ' ' t City Engineer. 1 . iapproval i not relieve tdeveloper from responsibility for t 12.00' • • , r 1 . Procedures for painting striping pavement markingsinstallation n TIL ON SHEET 6. correction error omissiondiscoveredduringconstruction. request t markers ll conform to t Specifications for Public rConstruction -12" ROCKC required Ian revisions !I promptly submitted to t CityEngineerfr approval. ,p _ I provisions.following UCT C. �� I , II v n arki II c of t city int a t cil , , ) unl 7 i " -L 1 1 . r it n t ri r t t ll in n , cl r r , r rl stat , CTI® , ,' ( 11 �, otherwise noted. throughout construction. it II cleanedu request o inspector. SEE rB. All conflicting traffic striping andpavement markings shall be removed y, 4 11 I i 7 SANDBLASTING. 1 . The contractor shall notify n r roupd Service Alert1-800-422-4133 an the ' I Sufficient trot points spottingv duringsandblasting Ii i C ll 'r tiliti rkin ri r to can tructi r r ar in r ri r to ist !I tion f tri in n rkin . Southern lif rni ion Co. ) 7-6585 0.5 114--Off 2 ' �--- D. All control points inr duringsandblasting n II I prior SouthernCalifornia . ( ) -7 installation fstripingmarkings. Verizon Communication ) o0���o°co IT� E. All control int spottingIl i r i Traffic ic C" ® Cucamonga II t District 987-2591 Engineer prior t installation f rreplacement tri i nmarkings. 4 ^ 0 ASPHALT-RUBBERU CONCRETE HOT-MIX OURaF. � LTCharter . tin 343-5171 SIDEWALKPROPOSED o® I type, , . thick ( t). Installation ll in t it San ONCRETE TF77 Gabriel ll Municipal rTYPE A2-8 W=2.0 TTEER � TC626) _ minimum after tfir t, unless otherwise- -EtPROPOSED CURB AND GU HF, I; G. II thermoplastic striping n pavement markingsII installedin n t oi - 1 - 11 1 I I 1 I 11 1 l , be 0.39 in. thick (dr) unless otherwise t . A.C.11 PAVEMENT, ION H. Under no conditions shall a roadway be left over night, weekends or holidays without 17 plans a«, . . _. accordance " 1' " 1 " ARHM AND SEE Y' I C appropriate ttri i markings satisfaction f t it it.I hereby cif t l v identified all survey n record(s) that could C ' ' T. disturbed tproject. Ii i n which currently xi in t field r n6TH STREET- TYPICALC1. All traffic trip,i pavement markingsll installed it IIappropriate i n r cry _ Poll SECTION permits n traffic control ur , i it t city t t o r . ND RHM SEE 1 J. r r constructionstriping-'-'and _r_ ll i accordance it city M-F.D. 1" I ! LOCATED T ' H CENTERLINE T . 00+73.17. 54 T __. and state ars and as directedy the City Engineer. SEC11ON "A" SHEET 6 OF 1 - PAVEMENT REPLACEMENTTIL) SPIKEL.S. 6932, L ' NORTH OF THE INTERSECTION l • 41.00 (SOUTH) / CITY OF RANCHO CUCAMONGA DATED1 a ' ' R.C.E./L.S. is n Number ' EX. S/W TITLE SHEET 1 Prior to ii construction r i r the project, a copy oft corner record it 11 i « E / qualified r ih tSurveyorfr monument i h . ' 11 /<<'" Underground S ervice Alert ON COLD I references t u t reset that monument after completion h project II 6TH STREET PLANE provided t t i Call. TOLL FREE STREET AND RAILROAD IMPROVEMENTS o. 61130 Prior to ob tini certificate completionr project, c of the corner record 11 x � 31/1a 1 - 800 IL II fit q (iiR.C.E. L.S. it t mySurveyor for t resetting t existing `tv DRC 2006-00866 monuments n the related permanent witness monumentsf completion r ct 1• 1, T • ° shaI! be providedto t ' � civ«. 422- 4133 APPROVED C F BY: DATE: FIELD • nQq TWO WORKING DAYS BEFORE YOU DIG CITY l ; .999 7R .. c qOq00g0gg q R�.•:', . DESIGN RECOMD a �qqa qg4 CITY OF RANCHO CUCAMONGA R ® Y REVISION I I . � gq T. . 10010 I _q0 - . L VISIBLE CRACKS1/ " l CRIC SOUTHERNCALIFORNIA I FD " DISK 1 SOUTHWESTERLY LEG LARGER PRIOR TO OVERLAY ( ), AVE.I DRAWN 1 1 SHEET 1 E OF -I DT CALIFORNIA I SCE VN OLD PLANE OF 12 15 STAMPED " . Co. SURVEYOR TREES, ADD BARRIICADE, REVISED SIGNINGIPI 6TH STREET TYPICAL CROSS SECTION OVERLAi UFC .. 626-302-8422 HEETS 2, 4, , 11 140+0*"%6, 00 CHECKED FAX: 626-302-8170 DRAWING NO. 1 T L I CI FROM STA. 29+ 45,54 TAE DATE FILE NO LELEVATION 1065.641 ENGINEER 6 s • • • ® • a i a a jj ® a 03 Om—fill innum 00 CO ll-own Ill • • —SAS —F • __4 U,)———— to :i_v "�` + EX!S7114G DE- "ft 4MF RO TO BE Coll 7 4E EU UR r7\ GRADE 7 e • a • o Lot- co m-mom.no-am-mmmm a i 1• a • , + Ln C. • w � ����.� 1c1I`w. 1!t•I1,'J a 1-" _/'.'_�`,•/•'/♦./a t'.'♦'\'>x i�, ..:te'fa"\r,r lra♦'/ ` .,f`r r`•�"- =\:\%r',\••„t".u`rf/'`:"`!'y.�r,`' /.J`•r/\"X,',J.r.J•l/f/c ,1'`i%`;.'f`r f`l�``•J`'',—/r J"".`'r°r\"/%f./i"\!`"F/`f\T/i\r\1 r f` rt X, i//•`r/.,r"f\"'./, J`r'`�.f.%!r'J\%K,f'-♦`A'/f`'fl/r`!ftr'/f/•/' ',e ,rrh•i/,rrf'.r`/,J/•'/rry`r""`"r'!'/'!'f'r'r f/\lrf ,®%r',+f,c,r.`.��'r•/^:.,J),'/J..-'\',d/ 00 + f f•tl"/- a•.! '"`/.rr,or"�,,.rv/..•t.'.r 11 ":rrr,'f✓c J r i r✓r✓4'Y',!;!p`f,f,Sr` ",*r1,lf�'✓r`/rV . to EN FS TO \,_!`,r/•'"`� 1 Y a « cj 00 200 4m to HORIZ. SCALE: ' VERT. 2+00 3+00 4+00 5+00 6+00 7+00 8+0 "9+00 10+00 11 +00 0+00 1 +00 A NEW TREES TO BE 1 'LITTLE ' . \!f'r.//_f/_.^_''_,fi✓_\rr',rr r/1 SEE TABLE T.1 EXIST., d 6w 1�1 1 oll co 00 L0" ® osRIGHT—OF—WAY 'F ///J`l"r✓`'°f.�frr ''`',."'_rP`l/1.,.•r®r'�'..._r,`...s.\i/r,'✓Flr'J`"'.'erd rmacf`'`�_.f''°_r♦v r✓'\,i/f"'!"f\f� \ l'�.\`'':'r/\'`\frr,'•.`.('`'`/_Jr. ,_–• l `.r•J Y.n•r\../^`•..r.rr.r. =r' t'5%fr r r. \ .f e �u'♦r./r'_� J r/f r ff` /lF a! \.r _r1! r i.�. J-' F� / /t.. ...! ' /t , w/'f( r ' P F a,rte•� /f2 20 0 17 Q 1 17 2d 2d 17 20 1• 1 ao T. 19 C1114 + CD ej cn LO 06M cn • LI 0 Y5 1 +1 _•_r_ " ';.. dr \r , \ }!•`.` �. .`' f. s • a , f KIj \ /X>F h/<i "X"/ f:\ ' \ \. . ! ✓ /,Y .Fr, rr nxX// �x LAJ 0+00 uj 7 FH EXIST. EDGE OF PA VEME.4 n❑ EXIST. " ► • 1 LF CEXIST. 16WA Cil 6 • VL •1 2 +EXIST. 1 T 0 2 z1 . _ C= U5 00m c— O BE . I T T FIELD • REVISION FUTURE CONSTRUCTED BY CITY SYREE7 0 10, cl 12 1 1 06 0 A [COD) MA mv swill Joe DA D • ® w I I T 1' • (NOTE: AFTER COLD 9 6EVE6 qlk . Sill / / —i1 f I 1 •T 1 •IIo NG NPVS MD STREET TREES I PR ENGINEER IOR TO OVERLAY) TWE Al 1h" ARHM OVERLAY. VICT "ITY 'OF RANCHO CUCAMONGA le� 1 SIDEWALK EY_ WNUIVIENTATION j],N,Q_l1RV Q T MARKERS AND MARKINGS PLAN /ANOL) PROFILE SEE STRIPING PLAN ON SHEET 11 F.D. BRASS CAP, LOCATED AT THE CENTERLINE OF 6TH S cl) • • ADJUST TO GRADE WATER v—0 9t 1 L F.D. " I PIPE, • 13+99.12. MEDIAN 16. STREET AND RAILROAD IMPROVEMENTS CONSTRUCTED T APPURTENANCES.) 1 JI I ( JI TIL • . . 1" I PIPE, I « •ICITY) DETAIL. 1 ( I L , SCALE.- 1`_20' CONSTRUCT AC PAVEMENT, SEE SECTION 'A" ON SHEET NOA PAVEMENT 15 SAWCUT AND REMOVE HEAVY ALLIGATORED SURFACE AND REPLACE AS SHOWN FROM WEST OF RAILROAD CROSSING TO STA. 11+00-00 A DRC 2006-00866 I ( Y I 1APPROVED BY: DATE: LEGEND: D / • 1 • RI L l T I 1 A I I • 101 EN DESIGN RECOMM " 1 L 1, " Y CRCCALIFORNIA 8 REMOVE EXISTING METAL W—BEAM BARRICADE. 19 TRANSMISSION POLE BY SOUTHERN CALIFORNIA EDISON CHAISTINGI I I • 1130 DAWN 2131 WALNUT GROVE AVE. SHEET CONSTRUCT AC PAVEMENT, AND 1 " ARHM LY, 1• Exp 12 Q SCEROSEMEAD, CA 91770 2 OF HEET F 1 SECTION " " SHEET 6 OF 1 T TIL) 1 1%x • 626-302-8422 - (NOTELL f RA _G E • ' I I I I C • 1— �IV1� CHECKED o DRAWING NO. TRD� 1/4" I LAY) TAE DATE FILE NO :i.[EEE 1 CAO i .1.® 1 • • • imiii^ E�7SIING, GRADE 47 mm jce —F—F GRj T— T— Es E E E L 77= i is _ ::.:. . :. • : • • u CITY SHIS r t : . S7NG GR Aul I OX 1 t mmm now elm GA: PROPOSED 7 T • ,� • E . ' • tn Q Ln SEE 10) TING A. r— EXiSTING SOUTH TOP CURB 1 VERT. SCALE: 1 =81 7+00 18+00 f9+00 20+00 21+00 I . • 11+00 12+00 13+00 14+00 15+00 16+00 1 . / 16 5 16 16 5 16 16 16 5 go 20 19 0 4 20 2 2 ;2 PROPOSED PROPERTY LINE • ® 19 0 r 1% (--,jl9 mi � i 1 1%.4 lyq LIJ ui Li ui 77' 767 zui ui 0 1 . 1 LINE,EXIST. 16m WA 7 EXIST. 16 W4 2 STREET CL 7 REC. WATER DRAINSTORAI 1 1 a • FIELD BOOK REF. REV._ DATE REVISION I I DATE . lEmr mlic:1i IN] CONSTRUCT PCC CURB AND GUTTER PER { I s . AFTER COLD STANDARD DRAWING NO. 104, TYPE A2-8, W = 2! PLANE, ROUTE AND CRACK SEAL VISIBLE ENGINEER SAWCUT EXISTING A.C. AND CONSTRUCT PCC CURB PER CITY OF RANCHO PRIOR TO OVERLAY) -% CUCAMONGA STANDARD DRAWING NO. 104, TYPE Al-8. 1%* ARHM OVERLAY. CITIVI u' F "N"A'r-4CHO u""U'u""AMUNUA CT e THICK PCC SIDEWALK PER RANCHO CUCAMONGA SM. DRAWNG. E CONSTRU Foj"LAIIN Ak ND PROFIL . I I pMARKINGS RIVERCONSTRUCT I p SEE STRIPING PLAN ON SHEET 11 & 12. 6T'ri' STREET CUCAMONGA STANDARD DRAWING ® ADJUST TO GRADE p WATER p GAS VALVES AND OTHER APPURTENANCES.) STREET MD RAILROAD IMPPROVEMENTS 14 I I I ° . 21+00-00 CONSTRUCT AC p SEE SECTION *A7 ON SHEET ° p PAVEMENT 15 SAWCUT AND REMOVE HEAVY ALLIGATORED SURFACE AND REPLACE AS SHOWN DRC 2006-00866 I I DATE: m 2. - I EDISON). . I 6 EXISTING POWER POLE AND DOWN GUYS TO BE RELOCATE BY I I I I I • ow J%w COLD PLANE AND l%w ARHM OVERLAY L DESIGN RECOMMENDED T I . p DRIVE { ' CRC SOUTHERNCALIFORNIAI SON CONSTRUCT AC p � 2131 SH EXISTING8 REMOVE i • TRANSMISSION CALIFORNIAI = SEC11ON wA" SHEET 6 OF 12 1DN PAVEMENT � t SCE 9 CA 91770- 3 OF 1 EXISTING9 REMOVE I I '® 626-302-8422 SEE TABLE ON SHEET 1 iv ® CHECKED • D ING NO. DEEP.10 COLD PLANE llh* � C DATE FI C PRIORtxIs (NOTE: AFTER COLD PLANEs ROUTE AND CRACK SEAL VISIBLE CRACKS lle OR LARGER EXISTING GRADE O 0.30% ° 41 54 D1 A. RCP Ph Op0a TH I T01 "a T-S IEE"1-9 ME r I f 1100 rr I — 1 • a Y rr-r, r'"`/r%t,"''r:`wr,,`.',\.`.a'fr r/,•4 F..F•/r!w/�!>, 7 r'r,f'}r,..:'`rrJ'rl\.i.r.\'tY".../.r1,I./.Y'':'.r•`f!./.r\�"r'4.',1.,1?f P,,rrr•,,-%fJ•,/`'y!,r,,n'✓,'ra.'Y`^f',,f ,a'.,,i—/._•:w!r\^,Y'.J/rr!/fr`r':4rv�1t.,1.r./'f i r r_/'...`.:•'1r�r,:._•.f/`-"_-\...•./:—'`:-L r•rf:-.-'.-`.J.-✓5,.``�-r'r?r;:.r i.' //r d f.1..r�J.•...d..,,.r, CN 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 Jv he L SCALE:-l "=81 9g ,.r'•.r_`-t'=\.Ff..L.:.,`J.r.,'',` /fi r asr/*"(\r�rr l\ir/.'r`l;r:`•rJ,f`,\•w:r+.� !r ir''r/f`,rr.t-K!y r:-/,.'rrSr'''',.•\l fre,firFJ".Vr'/y//am♦/\V'/'i`✓f gar'�l`,:r',._r.r /qJ /',:fr•, ,.f .,r r rJ�f`/,Jf,,r\.,y✓r)`f``/,� NEW TREES TO BE Bc D2 D2 STREET F,7 EE ST LLE 'r,*Jr,'rf*/.`r"/ff''f,`\\�s/'✓fY"r'''.'J.f J.,rhr rr"f"/J`''>'''`•\L,'\✓/'!r J\r,r,'^''%r" '�•r'f/r f`/`:!"r f,,,`r . .r?,rr✓'',!/.`r.f�`rrXTr'`r/ rJ f�/J r\�'"^♦J!rr\r J://r,`, J✓ inr,^°,\`frrr`,,\\^".f,r r"f'»t\/`'k`2C!.r.'.r.-.,/\P',,''rv''P•`teaK:t\.//!•..-k...f'r.,``d`y!rur/ _`:f•r.• ad/ff`\.•`r,'h/f r i^frr �r ,f'\t/r�rA4�f,''r'�1h`r;''�,!rr`.!`•r\'r�r'f 1 f. y4ff,, l`rr,Rr''✓••\°•V,.{Jf\'.r,',"yr",>vf.`"ry`l , ,\j• <'r`':r'rr•5kir'r\r\°'`'h r\.f,`r//}'/y•X, ,• \`'l'r r!\"r/J••'/6t`_rr8 "f'rf`-r•7�'r 1, \�/•/��'``�/�,P•rK%,/{t A X ,r y N A D EE NOTE `1 ir , "rP+ri````✓F' .r.rr.','!r,'.x!/`�•-VJ/ .f_yr/iI••\i%'rr rr ai fw ` Yt\rJ•r'.\fr r'1`r,%`A lJf • rr1r~'.r.r'f f.`�•. f Iir l 1,r '\ rr wo 2 ..J./t`if J•",/,f>f1rC'LITTLE1 INSTALLED SEE TABLE ON ®1 ' CT-4 ,. rV J,y°Kt y.` .r rfr,v ' \1 ff- r'\•'�`,.,A ,rf r'. <; rc., O�,r { ...//_....J...t/...._._....sF...7! ._ ._,d.f.r.„`.•,_��--.__.J..f-.'.r.m.rJ..__.J. ._...✓_'._fr._r. _ _..-L. EXIST. 4m co 30. CD m C:IZM to 00 13 ...,.x-. -rr1ll II 1 I_i ' ' 1CD cl 00 1 O 'r ..1f r....r " w Lr- •J' r'... UCL 0 JLo.d.R Z , 4 � X K ( 4 , ., ` i 10 9.18 k�/ f /\' h i Lij 38.95 FS ui Llij // Lli /* l I EQ qEXIST. f f EXIST. RIGHT—OF—WAL _ _ _ _ __ _ _ _ _ _. ..r.._ STREET , _ FIELD , cn -p-i_ REV. BY DATE J.-'- r a _ REVISION�. . I I 1 DATE, lim QVEMI ST0131, MAIN.& 2N.M&TION11.8- JME& LQN5i&QQiQN_N2T_El_* I : I , L L . " / PLANE, I 1 " OR LARGER D2 CONSTRUCT CATCH BASIN1 • 1SM 06/09/09 RUMM STRET REES FROM APPROXIMATE PRIOR OVERLAY) , , I MODIFIED , , 1 Ism 24+50 TO ST& 31+00 " Y• I ENGINEER • • U I CUC . 103. REPLACE I I g PAVEMENT MARKERS AND MARKINGS , , , RIVER . CITY OF RANCHO CUCAMONGA CONSTRUCT GRANITE COBBLESTONES, 1 STRIPING 1 • U I I I CUCAMONGA STANDARD DRAWING NO. , 1 JT a WATER VALVES, GAS VALVES RANCHO CUCAMONGA STD 1 , DETAIL NOT USED AND OTHER ® I 1 6"-12" ROCK PAVEMENT, " " a EXISTINGJI IL , I " , 2500 D-LOAD 6TH STREET CONSTRUCT AC SEE SEC11ON 1 I DETAIL. I }° STA. , , INSTALLI DRC 20067-00866, 6 EXISTING POWER POLE AND DOWN GUYS TO BE RELOCATE BY I • i l 1 SIDEWALK. a1 1' APPROVED , , , CITY T I 1 I I , EV BARRICADE. 1' Y, REMOVE EXISTING METAL W-BEAM DESIGN RECOMMEND EXISTING9 REMOVE I I 1 TIL CRCCALIFORNIAI SHEETSEE TABLE ON 110 w2131 WALNUT GROVE SHEET1 11 I x 1 1/10 . a L I I I , T I ESCE 4 OF (NOTE ROSEMEAD CA 91770 12 STA. 24+50 TO STA. 31+00 ON 1 , 626-302-8422 ° CHECKED DRAWING X0.1 I I L IL I civl\, _T7_ +�7 SE S EE GAO SIDEWALK, TAE DATE FILE NO i CONSTRUCT CUTOFF WALL WITH S4al -. o I OF CURB 71 $P E ST NCTN4R I ' + ..' 0 0 0 0 ----------- A FIT L I L I PROPOSEP 11 md 1+ HORIZ. SCALE- 1as a SCALE: 1.A2 F F as a _LLL --- 1 t.- 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41 +00 31 +00 32+00 33+00 3 22 T 1 1 1 1 STREET TREES 1 1 LLED SEE NOTE 0 PROPOSED RIGHT—OF—WA . —PROPERII a TY a w ® 1 1 1 11 1 I I 0 34+00 3510-00f _._ — -- -- 11 I ' 11 INT. AVE. AND 6TH 4 STREET STREETLij o' EXIST. 16 WA LEXISTRIGHT—OF—WAY � co 41 1 1 1 REVISIONS7wlllEE7 FIELD BOOK REF. REV. BY DATE I ! 1 / / STX 31 oCOUNTYENGINEER VARIABLE COLD PLANE FROM 0" T W DEEP. (NOTE: AFTER COLD o" 1%m COLD PLANE AND f PLANE, I 1/4" OR LARGER PLAN AND PROFILE PRIORY CONSTRUCTPAVEMENT, 1% OVERLAY, 1' 1 TIL) 6TH STREE7 1 STRIPING, SEE STRIPING 11 1 IAPPROXIMATELY 1 J a WATER VALVES, L 1 I AND OTHER APPURTENANCES.) APPROVED Y' . t I ON SEC11ON " SHEET 6 OF 1 L I L . �RLEN DESIGN REC®MMEND s EXISTING21 s I �� �-► CRS CALIFORNIA I CONSTRUCT22 I 0. 61130 o�wN2131 WALNUT GROVE SHEET STANDARD PLAN . 102. Exp; 1 10 SCE ROSEMEAD, CA 91770 OF 12 C1 VIL� \ CHECKED DRAWING Na OF' cA�t A DATE FILE NO " , � I � , 1, f 'I', � .� ,, �­ � ,� , .,. - I.. -- .� : . ." , , - -, I I -1- , -�,,. :� i 1, . �: 1 I � : : ,­ 1-11, ., � 1, , � I I , � 1, I I � , , — I 1, � � I I I I � I I . . 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(� �ol� a TO a� r0 � i [It-- :-F upm)I • ,IllRol�as FINISHED A.C. 1--p- 6 I -1 , I � I � A . G, : ,- � , ., I - 11 - 1 . . i ' '. : : : I I , I I-. 1, . I , , -1 - ,� , - , _� I � - 1, "I I- � I I � I I I� I :�, : : 1, � I , I I .1 1, I I #1 $;w I-I- I . I I : I, - 11, ,� �� I � 1-1- I'll, . -EXIST 7 7 : 06 t I r . 11 ,*�, o"IN i � , 0-1 ::::::: :: : .: : :: 11 APRON. . PROXIMATE:: i . ,. . _�k :I - I � �I � I � �, \I ,� z - es 9 ' ", -1 I. .: 71 � , � : I I- 11 I.. p- —CL - ...I , , �: : . 1 : 1 ,: , ., I I � � � I %, , ,,------..l-__ ,::,,.:, ­­....­­­",___....-1--l-1111,111,....,­"' � _ ihilk J7 _ . , I'll q 1,.-....l-l--.___......�...1--l--__,_,_, 11 1111• I I I I ,. . . , I , Iu� .: - � � ,�7 ,. _. I ., .� _:,i� ,,4 b :: : ., , .. : , . I ". , I .. .1 Iri ce :. cc . I� . I I 1. - , It . , : .1 I - , .1 " �� , - 11 ,, :: , . :. . � , I. v ,�� . I � � _�--­m* _x__ ____� I . 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MPT REA 1 IAREA @ B B • • A • + �PLAN TIC e II 'q4 APRON W/ BW/TC AIT LANDS 4 APRON W/ II r A 11 OC 11 TC VARIES IX • • r A L nt r ' ,e•' ?0;: T8 '-i�.'.e:4.;Siii:::i::;;:^ii::::::iiiiiiii:<:::;.iii:,'%�:�iiii:%.,."- / •.r ••`: P : R4r • II ,, I BI 6 11 OC @ T 1 11 11 II .L I.. • • • o- SECTION "AmW. SECTION "BmB" SECTION INCECE d ® NoTeSt O • REVISION I I • DATE ENGINEER C'1—F v, 0%F R A 10'U A M"O'N ` & miz"�"'i4u%ELLANE*ou%'U"Zow�' DETAILS 0 a 11 loft 6Tti tiTREET SIREPEI" Mmu RAILROAD IMPROVEMENTS FROM • 36+00 TO ETIWANDA AVENUE Ess/ APPROVED . • CITY I • L • DESIGN ECOMEN 111 • � 11 DRAWNAVE. SHEET .� t / 1l1 Jilliill 12 llli, 1 iSCE ' CA 91770 of CHECKED •® DRAWING 0. FAX626-302-8170 001 DATE FILE NO _- _ -- 11 x 10 00i L 26........... ....... .......... .... ......... .._"-�WCJ1T ............77777777777�............... ......... .... ...... EVSHNG e40 26 ..................... Q 1084 1084 1084 1084 ilU�T.Eluolhilff� ....... , s 20 30 40 ........................... ........... cn 26. ..... ......... ....... . .......—40 —30 —20 —10 0 10 20 30 40 5+5u ................1 U'"*'+5 u^ 1080 ....... .............. 1080 A3+^r% -I uu _. ... . .. 1088 1088 I ...... . . .......... .. . . _ _ _ 1092 _ 1 —40 5+uu —30 —20 —10 0 10 20 30 40 ............ ........ ......'A 01%-1 U+ou ............ 1084 1084 • r 1080 1080 6L —40 ® 1 NWT EVS71NO AC 1088e 4 40 1088 i 1088 ...... 'A2+50 _.,..... —30 —20 —10 0 10 20 30 40 . . . ........... .4+5L) —40 —30 —20 —10 0 1 CL+5 0 1088 1088 _._ . T t1084 P.. 1 —10 0 10 20 Im40 4+u u —40 —30 —20 —10 0 10 20 30 40 1 +u^0 1092 CL a 1092 1092 1088 AC T FL ... low TZXS71NGA0­ 10881088• : ; —40 3+50 —30 —20 —10 0 10 20 30 40 .... ... .. .8+50 10E� 1080 • ..... 1096 40 OX..... ........... .......... +50 a. T RIVING_.4C ....... ...... 3+u L) —40 —30 —20 —10 0 10 20 30 40 l8+00 ................ ........ 26 1084 low— 1084 ct 1096 ; 1 • CL 20 30 *VJT EVSNG AC AT FL A 1 0 1088 u 1092 1092 1088 2+5u —40 —30 —20 —10 0 10 20 30 40 7+50 1088 „ tREV. BY DATE REVISION DECRIP11ON APPR. DATE 1088 1084 1084-40 —30 —20 —10 0 10 20 30 40/_+uu —40 —30 —20 —10 0 10 20 30 40 7+0`0 OL .................... ........1096 1096 1092 .......... .... .. ........ ....... ENGINEER OMIT EXIS71NG AC AT FL ...... C ........................1092 ......... ........ . ...........LO 1092 1088 1088 • —30 —20 —10 0 10 20 30 40 6TH STREET ............ .. .............. .... SCALE,;..,...............,.:.., ... . 1 +5u 40 —30 —20 —10 0 10 20 30 40 e 1” = 1 O' STREET AND RAILROAD IMPROVEMENTS as 6+50 00 •• 1" = 81 FROM WEST OF RAILROAD CROSSING TO a • DRC 209-6, 0866 a 1096 I APPROVED DATE: : 1092 By ITY ENGINEEI __ _ _...... ....... DESIGN _ _ ,, ,. ,. _ 1092 1088 _. ______-�.�.__��__ ECOM DED SOUTHERN CALIFORNIA EDISON CRIC 131 WALNUT GROVE AVE. —40 DR S 1 QF 1 +02.84 6+00CHECKED DRAWING N . TAE DATE FILE N0 2207 1092 1092 CL 1088 „:: „ 1084 _ ENS� m _._.. . _.. _... . ._.... _ .. ...... ...._..... _... _ ...................... _.. . _.... ...... _. _.. _. _ • f _ _ _ . ___ _ _ _ _ . 1088 ......,: _.. ,. 1080 AC 1088 1084 1088 1084 1076 1076 I__ _ _ _ _ _ _ _ _ _ _ -17+u u 1084 _ .. ... ..... .._. ,. .__.. .. * mR2"'4 uo%0 __ _ _ _ . _ 1092 1092 q-40 -30 20 30 40 e _.... _...._.. _.. ._....... ........ CL 2A 0 .... ;`... . u 1088 1088 1088 1088 NNG AC .. 26,_ . r _ 1084I :::. 1084 '�: ::: 1092 10841084_ CL . 1088 1080 __ f _ 10 _ _ r'3+50 ... ................ ... .... ..... ................ ...... _ T EAUS 1084 +5u1080 1080 1092 1092 1084 CL /—u+5u 1084 a R I _I ... ..... . ... ...... ..- .., _.., 1088 1088 1080 ..............: .... ................. :: .:::: ,. CL 1088 ...... 1088 3+ 1084 I 1084 1084 26 :::. ...... .r : . 1092 40 .,.,....... ..................... .....................,... ............,.,..,............,................ ..............................,..............,,..,.. .... .. ..,...... 1080 0 0 0 ...... 1088 1080 :::....... .:... .:::. :::...............::. .......:::......,....:::. ... ... .... —10 0 10 20 3040 5u f T __ ___ 1084 1084 1096 ..... _ ..... ............................... _ _ _ _ ...................................... _ _ _ _._ .... .._ ..... _ __. ... 1080 co 1080 40 CL —40 —30 —20 —10 0 10 20 30 191+50 1092 ...... 40 1092 5+50 . .... ............................ ........ ........ 1088 1088 CL _ _ - - - 1092 . .... ..:::: .. _ _ _ iMSG .... . ... 1084 f _. ... __ 1088 _ _ _. . _. _...... _ ._........ _ _ __ . _ _ _ .......... 1080 20 IV 40 _ _ ._ . . _ _ __ I _ _ 1080 22+uu ..... ...... ....... ....... ............ ...... 19) 0 0 ....................................... 1096 CL 092 1092 . 5+00 1092 ........ ...... ....... ... ......... ....... .............................. ............ 1 2 g ..... .... .......... _.. _.. 1 cx ;; _ _ _ ... . L __ _. 1084 1084104 1084 _ ____ _ _ m_ �,�._, 1088 777I 1080 f __ _ . _.. 1080 10801084 1084 40I 40 —30 —20 —10 0 10 20 30 40 18+5u 14+50 FIELD BOOK . CL . BY DATE REVISION 1088 1088 1092 1084 1084 1088 1088 L ENGINEER coumy ,. 1080 _ . _ AC . f 1084 —40 —30 —20 —10 0 10 20 30 40 C I TIVI O%F RANCHO CUCAMONGA 1080 ........ ........ .......... 1080 u 40 -30 -20 -10 0 10 20 30 40 A8+0f% C u 1092 _ ... ... . . .... ...... ........ ....... ....... ....................... ...... SCALE: 6TH STREE7 ................. ._. 1092 STREET AND RAILROAD IMPROVEMENTS 1 10 .......... ........... .................... HORIZ .. FROM STA. 13+50.00 TO STA. 24+00.00 _ _ . _ 1088 VERT.. 1 8 APPROVED BY: DATE _ _ _ 1084 CITY ........ ......_ _ . ... ENGINEER f __ ,- ! DESIGN RECOEND L , _ _ _ .. .... _ _ ......... _ _ ._ 1084 CRIC 29 2131 WALNUT GROVE AVE. _ 1080 DRAWN SHEET 40 -30 -20 -10 0 10 20 30 40 -17+50 SCE PH*- 626-302-8422 8 OF 12- CHECKEDDRAWING NO. TAE DATE FILE N0 2297 32+50 28+00 ........... ..........a 092 1096 ...... . ........... 1092 1096 1.61X MUT EVSIING AC —20 —10 0 10 20 40 1088.......... ........ ...........................32+00 40 —20 0 10 20 30 40 35+50 27+50 1092 1092 11092 .. ...... .......... ...................................... > .... ... .... ..... 1 r 1088 40 10 20 30 `ft-SA OWT EVS71NO AC................ #see........................ ...... 31 +50 35+00 1084 ., 1092 a 1.75X .......27+00 L 1092 1092 1 _ _ . 1088 cri .: r r r 1088 1096 1084 1084 a 40 - 30 ............. . ......... 31 +00 34+50 1092 1092 1 lag _. r1088r r _ _ ....._.. _ .......... _ - 26+50 ...... ...... ......... 1084 -10 0 10 20 30 40 34+00 30+50 1096 ...... ...... ....... ...... 1096 CL .......... .. ... ...... _...... _. .� _. . r ..... .. ... ........ 10881 r _ _.. _, _....,,. „ .. ... .._ ......... .. . ......_. _._..... ._............. .....-.,.._ ....„,....,,....._... _................... . ...._._. .............. ..........,.... ........ ..__, 33+50 30+00 ....... ........CL...... 1092 -40 -30 -20 -10 0 10 20 30 40 1092 all 7 .. . ... .....26+00 .......... .......... ...... ...... ........... ...... 1088 1088 CL 40 ........... 33+00 _.. 1092 1084.�.40 ®, 10 20 30 40 29+45054 _.... _. _. .. .. . .... ..,... „ 1 10886 1092 40 -30 -20 -10 0 10 20 30 40 1092 1088........... ......25+50 .............................1088 low 1084 FIELD1084 1084 a 40 ............. 29+00 1092 1092 REVISION DECRIP11ON APPR. DATE r 1092 f)9; r)r) 1084 ....... ... 1084 CITY OF RANCHO CUCAMONGA . ` 1096 1096 a 6TH STREET ............. ........... ............ ... . .... ..... 1096 SCALE. .._. ... STREET AND RAILROAD IMPROVEMENTS _. 1092 HORIZ.. "a FROM STA. 24+50.00 TO STA. 35+50.00 __ __ .... .......... t VERT.. I109T 1092 . DATE. • DESIGN RE COM CALIFORNIA —40 —20 0 10 20 30 40 2131 WALNUT GROVE AVE.24+50 DRAWN SHEET ROSEMEAD, CA 91770 OF 1 .,00f a*�Z�SA�WCIW�EAW�Z Mi . GHEGKED 626-302-8422 DRAWING NO. TAE DATE FILE 1096 1092 . . . ......... ..... . ..... ....... _ ......................... _...., _ _ _.,.....,. .._.. ._ . ..., 40+00 v • v . .. . . ...... _ _... _ . ..1096 _ 108 39+50 ...... _. ....... _.,._ .. ... _ _ ... .._, .. __.._. .... . , _._.. ........ .. C 1092 1092 ® • ; v 39+00 j 1096 : ( i _,.._............. ._._.... ................. _........_. .. _. ..,................ .. .. .... k 4 CL .......... .... ........... ..... ............... ... .. .........................:........ ... .... ,,............... ............. ......... ...... ....... ... .. ..... ......:.. .. ......... ....,........ ..... ........... ......,.. ,........... ..... ... .... .......... .. ........... ....... ........ ........ .... .,... ...., ...,.......... ......,... : 1092 ( .............................. ® a .. .......... ......, .......... .................... ... ..... .... .. .... ...... .................. ................................... 38+50i j ., ... ... ......... .......................................... ,.....................e... .. ....., ....... ...... ..... ........ ... ...... _ .... ... ......... .. ::...... ...... .............. ,.... ......... .. .. 1092 ..._. . . ..,.. ,..,,.,....... ...... ,.... .......,. ... .. .. .. ................ ... .......... ..... ............. .. .. .............. .. ... 0 y........... ............................................. �,....... .. .......,.. ,..........,................ .... ............ ,......,.. .......... .. 38+00 1096 1096 1092 ........ ............. LAI ..,....... ... :...............,..__... ................ .. ... ........................... ....... .................... .....,... ...... ........................... ........ ............. ...... ... �.........,. .........1092 ................................. 1088 . 1088 1096 CL RYA � 1092 1088 37+00 .......... 1096 FIELD BOOK REF. 1092 1092 LA ® BY DATE REVISION DECRIP11ON O DATE •_ 0 1088 36+50 ENGINEER COUNTY ... .... ........ ............-....... CITY OF RANCHO CUCAMONGA y ............ CROSS SECTIONS & _ 1092 MISCELLANUSE® DETAILS v Q3 v 6TH STREET 40 -30 -20 -10 0 10 20 30 40 STREET AND RAILROAD IMPROVEMENTS FROM 36+00 DRC 2006-00866 ® ETIWANDA AVENUE APPROVED O / DATE, ENGINEERCITY SCALE, DESIGN RECOMMENDED HORIZ.-f F CRC SOUTHERN CALIFORNIAI VERT • •° DRAWN AVE.2131 WALNUT GROVE SHEET SCE t CA 91770 10 of 1 626-302-8422 CHECKED 4 DRAWING N0. TAE DATE FILE NO m