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HomeMy WebLinkAbout728GENERAL NOTES BENCHMARK : AOL AWCT , 0 ® IPWI AD CN/Z '`M"/A/ " ODLE OF CMIC. M54,6W.44G/ .4 r SWC 1. All work shall be done in accordance with these plans, the City of 24" ROt K GURB /S/OT g OF 56110017' .4//E,V4,1,ff ,Q,VO Rancho Cucamonga Standards and the Standard Specifications for Public 2° Got EE G 7'_4iZ;6. MV. Ir 90'foaAooVrlaAM4. GoNS7.• /7e7-AO. sECr &Woo_9 EN'QN`lA7; J pG tvG.GURB,s,Eq ST q//EitIUE Works Construction - current edition. Contractor shall be familiar I R OR GG6T/MEA V9;3E T. ,303-/.g ''t>~a'.t/6GOtiGRe EGT. Pco-/. '37Z Y . PRAP 57D•'C P.:lTKYL`1.J/sJGG<3yyGY AS MOA'ft/EO'GkEX/7b 8E7.OiN. with and shall be responsible for adherance to these Standards and q W.NETaI- Specifications.d LAT05TR RO 6fl4IL BE CO891-ESrONE .4N0 ",,4- MEET THE REQU/ RENENTBZ 4a 0 6_4410 T/ON 200-/ OF rM"rANOARO SPEC5 ROCK REMOVE? FROM 4.f' CUPB /%oYBE S 4N0 RE!/5 O /N ROCf< RTAR CURBPECNSTRGCT/ON. TN.- S/ZE AVO S 4pE OFPOCA1 USED 5.11.eLG de 66X til CLE ANCTs2. All pipelines or substructures of any kind, telephone or power poles, ,'EG K,C PON r1/E D Y4/L, C.4N 8E yar EST IMATE OF QUANTITIES TOTALwatermeters, valves, fire hydrants, etc. shown or riot shown on these / ' CGV C,PETEFOR. VRp C. 8E00/NG 311'W44 ,gEC--Asa 560 D-2500 A3 OEF/NEO/ D/-,//.,l "'6E VERAG plans within the right-of-way limits or in adjacent areas where e k I TE N,4/NG GRAD/NG`` M/TB OF CON.eINEO 466. FOR 3/g-1NGv loWX. 4s U5TE dN e0I-/.3.2, "coNBiNEoimprovementworkistobedoneshallberemoved, relocated or protected 4x8"MiN. w' zA06• GRAD/NG';'a ii o DESCRIPTION UNI T OUANTITYinplaceasrequiredatnocosttotheCityofRanchoCucamonga. 6':C/o• qx HORTAR FOR/MOSf1ALL BE CGASS C NOgr4,-r CON5/9r/NG OF oBy VOLUNe OF apn 1C6VC-WT TO TWO BART ,Y VOLUME OF CZeAN)F/Nfi AGG. N=4pre,O THE ExTENT OF 10PEweelIr By voLUiNE of TNa" GEN NT, NAY06 ADOep TO rya N,0,q) . NY TO E ,$//ALL 8E 7)('E4TEo CONST.- v.V..el..4aLE .el o E l.•gt; /O 1c i r,i1)3.F 1,'a'>3. Any contractor performing work on this project shall familiarize him- iQ,45 AV A00/T/0N f'NOT 4.$ A ., C/NG ANY CEMENT. .YWrAR ^AV E Hir'EO 1N E/TNER A Y4V1N6 self with the site and shall be solely responsible for any damage to 11l4 f//NE OR BY NANO.-/F N/ L BY N,4N0, rvB F/NE AGd•, cels T /elms 511.444 aE /'iirEo OR 3 CONST• 8'G'E Cd,Q9 k,24"GUTTE,¢ L.F 1131 8 2 4 5 6 12 existing facilities resulting directly or indirectly from his opera- NT/6 7h'E /Y/x/4'196 A53UNE5 A G/ /PORN Co[oR. WATER S.t/ rN.4N do ADDED AT TOFF/C/ENT 13 tions, whether or not such facilities are shown on these plans.COS-SECTION ROCK CURS C vANT/T/Ef T,O Peopvc'E q NIXruR VORKAl3LG' FOR T.yE /N OEO UBE./YdRr4R .SIVAeZ BB USEo w/r1/iN a C'O t/.Sr 8'' ,POLLEO CU4BiW/DfHNOTEDD tlp1A/1 L.F 2.3 11 V W 7 J%NMT 1(2 TYP•ONE //OUR .4FrdrR WATER mAf QEEN .4 E, WX ANO %V-4Z4 T&B RETENPEREO ehD500AISI' C'!/,PB ONS Y. 1.F. J/0 "Yrll r,-)G¢3(SL4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Rock s/1gLL &E T/1dP000f/Ly SQ4('E B , Ze,4C/N6 4N0 SHALL QE E/IQEDDED /N CONCRETE 13ED0/Nd, I 7 r Department prior o any encroachment or construction within City of r Q V cOVRSEf APPRoYi//A`ZLy NdRiZONTAL i vsC,,/N TX/ L4N6/TU0/NqL i X.JMSVE?sE 0/RECr10N. ?oCKf 6 e7aovv CQOSS GUTTE.Q 1 3 W / O O 14 S.F 2443 f 10 ZIW/L 4 NOT D6 CONS/OE.Q_D TO 8E P o ci6,9 y I _ 4 Uwze$5 ALL 10105 114Ve dEEN EL//!/NJTED G"PON T/1i' 2 N ZRanchoCucamongaeasementorright-of-way. UNDERSIDE OF rxs, BEDDED Rocs 11we, R CA,P5 CQNT,4 N 4'W/DE 11 IF corx,e'31,1ek4 7 pitlS'T S/OE W4441. S F. 4118 r W 1r F BE PLACED TO r114'0A/IFN3/ONf $WJWNON T1! DET,JJS4 G',PQDES LOR T.% TdP OF Tf/E C'AP 5.4LL COMPLY w 7CI BLUE 8 15 I P 5. All grade stakes shall be set by the Contractor or Engineer. Paving Top VIEW of FOCGOW5: W//EN 4. /0-,:2Vr STR4/GvTED 4S 'V_4416INOIV TOP dF rAr 1N/J/1Ep CAp T,s'E SURFACE S/14LG 8 TgLL sr,EE r S/Giv E-A. 9 tS stakes shall be set at all hinge points, edge of pavement points titer VARY ceov THE EDGB OF T.UE Sr /Gv'EGYE /VOP T1/.4N //BR',EXCEPT.4l' CN•4VO"/N GRADE • %,f-g P Rf t/ST-.4LG STOP within 0.01 foot of sub-grade elevation and at not more than 50 foot L/6NNENT OFTNB C//R8 Sy.4LC !E SETgTAC4.;FORN PEEP ENO/CULAR D/ST.96 F•PONTIIE¢ OFT1/6 112'TYP.intervals. Additional paving stakes may be required by City Engineer 5YREET A5 .5,vdwN ON T,vE Ak.4vo REAS OEF/NEO BY THEE NEER. NO V010S /N A.vY oA?r OF r11ECUQp 10 snw Carr,eE-IWOVE EX/ST. CeleO 4'G,vr7ER L.F.GoGof W 27 26 as needed at warped or vertical curve areas. 511A'LL de PEQ/tf/TreD. O/NEN .(if ! TOLER4NCE6 FOR 014C/ ,of ROCe DE S.WN ON TWE DETA/G. 0 8 Q 2 2 SH F r CARE 9151.4,41 8E TAKEN r /NSURE T.y.4 T T/!E ROC1!DOSE sialT O Y JJ-A-e 6E' rll.:F /OR1.-dR C.4P EX/S T l/7/r. Y TO ,8E ,Q&Mo vEv 6Y oTN,2S, r, Z NO 6. All sewer, water, electric, gas, phone or other utility laterals, SPC.4CE0. .' 12 C'O/VS7: 8.42?/G'.4OE. C.F 3 NOT v) m 2 mains, or crossings shall_ be constructed prior to ;.wing. t-' `,_., 16"-- 0/NT/N6 S//OlN/NG N THE FAC@" OF TME CUaB D6 TOOLED N,4Ki r SOL/o, 5//00/;v, V14rO-R 776//T I A I 2g 23 Q CONP.4CT 0/N7'- x ve,4, y STRUCK 1 PD/NTEO• ALL TOOL/N6 SW4LL r 30X16 WrrN A TOOL C'O/tlST.- 02/YE`vn y A PPKOAGf/ S• r 7 2 ` 8 7. Compaction tests of- embankment construction, trench backfill, com- Wy/CN CONPA S TME NORTARr PRESS/NG THE EXCESS /fORTAR OUT 0<T11E c/O/NT R 7' R 14 00AISr G,PAOE TO 0,e.41A1 EA. PART actin original around and all sub-grades shall be performed at no THAN 0,e46 NG /T our. /O/NTS S//.4GL QE A CONS/5TENT //2'/N//OE ! ALL !jE 13EAOE-D .5 a 24 21 20 19 18 17 P g g o g P FRONT VIEW cost to the City of Rancho Cucamonga. A written report with these SHL)WIV O THE OET•41e . 1 j C'OX/S7: "ENO OF ST,QEEr"TE//P. P•OVEMENT. S.F•200 r---` compaction tests shall be submitted to the City Engineer for approval F /T NECESSARY 7-0AA0VE A ROCAV 9'O A5 TO 0,0d-,V 4 t/V/NT., 771,C ROCK s .4LL da 16 eovsr. "L/it/OE2 S/nEtc/ACK OeA/N, W.0'.5,SEE SHEET ' • prior to the placement of base materials and/or surfacing. ROCilk' C&/W 06'TLI/G REN E0, CLEANED, aSET /NFRES 4 NO.Q7AR. X10 `.XALf PLETE ROCA' CUR& SM4L6 &E PROTECTED cWWf 7-MF Sa V I e4/N. EXCEPT /N /41 WEATf1ER 17-Cdit/ST R/ytASONQY CUQB GUTTE,2 L..5,35 8. At the completion of paving, a materials report shall be submitted to WHEN /7- NAYae Ade--%PRAYEo SUFE/C/ENT TD DA/yOEN T//E S61A 4CE, F/N1SNE0 R 1Q COAIS7' e,11,eB OU7-LET EA.. the City Engineer. Lising all tests or determinations completed to CURB •5114LL NOT-,OE W---rTEO• Iv verify stability oil content and Gradation of asphalt Paving lg VSTALL /8 ' 2 C'P iQA/./ L•F. 476 INDEX M A PLEGENDNOT'y SON Q 1,97.44L S TRE£7 L/6H T.S to . 5 Prior to installation of any paving, a materials report zliall be GO• o EXIST. STREET LIGHT TRACT N 0. 11549 - 1 submitted to the Cit Eu ii:cur. Listingall tests or determinations 21 CUA15r,• ST0,2/rJ02.9/// CGEAit/OUT E completed to verify: y R-Value, sieve dnaly5lS and sand equivalent of 0• I7 9.83• L' NEW STREET LIGHT aggregate base. 350 733' 9 `9 ' 9' O:s' ID•uS/' EX7RL/pE0 CO.tK.t'E7"E FENCE L.F 9Z0 t EXIST. STREET SIGN Q2 AW-GL/T l MovE x/nnr A,G, PAVEME/uT- 7/5 1 NEW STREET SIGN S" CONSTRUCTION NOTES EXIST; STOP SIGN10. When improvements are to be placed on native soil which consists of a ti9 • r 9 C 1 rocky material, the sub-grade shall be prepared by removing all rocks 0 Oro a fir y• O1 CONSTRUCT 3';Ic.0: ,e 4'af/s, oe ¢"A•C. oVEe 4"L3AS/SEB rx;olCAG SEcT7oclS s— NEW STOP SIGN which protrude above the sub-grade and all voids or depressions shall P L s o f/•- • LE EL L/,t E r..•s 2 CONSTRUCT 0q,8/AdLE .4 C. o/E,c'L.9Y,%.05'M1.V) FOR yHev7'! /O/N RECTION OF FLOW be fulled with a fine grade material of a quality better than the nativ material. r e% 3 CONSTRUCT 8" C.F. W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 303 . 11. If the asphalt concrete is to be placed on sub-grade, a soils sterilant 1 3 Ac. OVER 4 Q.9SE registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly 4 C 7O NO sCA LE' 3 4O CONSTRUCT 8" ROLLED CURB AND GUTTER PER applied at the manufacturer's recommended rate for the full pavement T. I '= `fit R' width prior to paving.T Y P I C A I_ SECTION . ' RANcxo CUCAMONGA STD. DWG. NO. 302/W/or#A vreo TRACT N0. 11549-1 BLUE GUM DRIVE o pcAw•5 CONSTRUCT CURB ONLY_PER RANCHO CUCAMONGA SU/3!/3'I/T AVE/!UE 12. Estimate of quantities is provided by the Engineer only for the con- STA- 3 x-6-1• ¢/ TO //f•94• venir nce of the developer, the contractor shall make his own deter- t7 STD. DWG. NO. 301. 4J r urination of construction quantities before submitting a bid. Any 7' g 'B 9 7 O CONSTRUCT CRCSS GUTTER PER RANCHO CUCAMONGA S 1'1,04 3.50' item of work required by these plans which is not specifically listedell 9'9 ' in the estimate of quantities shall be considered as included in the STD. DWG. NO. 308.O' 71 w SSE r[EYEt LnvE T.C?//549^/ Q y G 7 CONSTRUCT SIDEWALK PER RANCHO CUCAMONGA STD.other items of work. O G1Ar. a l iT. OLvc J 13. Street ,.-i Lgns per City of Rancho Cucamonga Standard Numbers 401 and 402 DWG. NO. 310, INCLUDING HANDICAP RAMP. Ns 302 shall be constructed at each intersection. Ft 1 O INSTALL STREET SIGN PER RANCHO CUCAMONGA 13 4 1e;11Z,4A1V lAEOVE4' STD. DWG. NO. 401 .SECTION A-A o14. City approval of plans does not relieve the leveloper from responsibility 11 for the correction of error and omission discovered during construction. 3 VO SCALE 3 INSTALL STOP SIGN PER VANCHO CUCAMONGA STD._ NO SCALE P Upon request the required plan i dvisious shill be promptly submitted to T. I.-5, R=70 the City Engineer for approval. DWG. NO. 402. 1 YPICAL SECTIO_ N. 15. Qurk'site and exterior streets shall be in a neat, clean, hazard free,BLUE G Li M COURT (SOUTH] 10 SAW CUT AND REMOVE EXIST. . CURB AND GUTTER. orderly state, throughout construction. Site shall be cleaned upon 11 EXISTING UTILITY TO REMAIN IN PLACE. A 3 1 request of the inspector. V/CrO2/A AVENUE • CONSTRUt'T BARRICADE PER' RANCHO CUCAMONGA CONTgCT THE:" FOLLOW//VCs, A9 REgU/RED,48 NOURs PR(OR TO EXCA1/AT/ON: OTE;it/O a ;• ir',,`STD. DWG. NO. 404 . MODIFIED PER DETAIL ON SHT. .2 ,X•D S7 RSO •" a ; P.E,,G>. Q. ,2/ 8O' 13 CONSTRUCT DRIVE APPROACH, 4" THICK PER .RANCHO Od/ POLLEOCB, O,VL Y A, 6ENER.4L TEGEP110NE 6800) ¢22-4/32 40'. CUC:AMONGA STD. DWG. NO. 305,OR A5 7ED_rW"AS NOTED,d q .' ' j.' . ;•.' ' ' •`o ..' = ' FOR UNDE,PGROUNO ,SERV/C: 40 B. 00vTA'ER/V CAL/PORN/A GA5 COMPANY C7/4) 529-2889 20' 2' CONSTRUCT "GRADE TO DRAIN". Q LOCATION M A P2/9/ E. 8/RCH 5719667 O. J 7 2/'+g3 8 A 0 15 CONSTRi=CT "END OF STREET" TEMPORARY PAVEMENT NO 02,O ESS/O t/ w G' CUCAMON6A COU/VT Y WATER 0/8 TR/C T (7/4) 987-259/ V aU/REO Oc/ EX/ST. .dVe,4Z YP f T.VEES 0•S Cir PER RAP'CIIO CUCAMONGA STD. DWG. NO. 4 0 5. POLLED emev,9A/LY. 17641 9.4X1 BERN•4R0/NO /PP4L7 r 4i' p•A' Z TO / 141.4/i!/,. n 1RANCHOCUCA//O/t/GA, CA. 9/730 s Ems% 0.29• O•/7 L—yg/_ L ,t/E O'/T 0.29 LO y 16 CONSTRUCT MODIFIED VNDER SIDEWALK DRAIN PER RANCHO PLAN fl(, C CUCAMONGA STD. DWG. NO. 507-a AND DETAIL ON SH 7. 'f.(w-2.s">. s DRIVEWAY DETAIL a.•i:17 CONSTRUCT ROCK AND MASONRY CURB AND GUTTER w 7 AT THE CdlR GrION OF THe, GI rY ENGINCEP cW IoVroAJ4 AHr. I No scRr.A- R so, Raw 4 1 5 5 1 3 Q8 CONSTRUCT CURB OUTLET STRUCTURE PER RANCHO l7' 9.83 9.83 ' T M TYPICAL SECTION fdC. DVEA' •4 SSE CUCPyMONGA STD. DWG. rio. 506. 9' 9 r 33' 'R.C.P. aov o v FO,e C V s a 1 Ise i 1 B L'U E GUM D R-I V E 9 INSTALL la" p,&A45rA qys sr.4. 0//s sra/at33 DoT A?N!slevCT,2 OW X q ; 6/41 sr G I 3r,4.Ofsea•So ro 34fo 7. 41 El//SE ROC C CU,L'B OGJ.4/G 4.C/D A00 24CA'' i\ ! 0•0• 11I x•24 T 5' t .1 .'6, ;?:i 20 INSTALL STREET LIGHTS. CU,Q,3 GOr(1s 2UCT/4 C/ /t/OTES. 2/BS x I 4 r LBVE[- L/N N,0 fC•4LE 21 CONSTRUCT STORM DRAIN CLEANOUT PER CITY oFRANCHo DESCRIPTION 0f REVISION CVCAMONGA STD. DWG. NO. 510• GATE APPROVE CITY of RANCHO CUCAMONGA3AC.OVER 4'BASB 8,¢7' 7 3 T I.=5 , R=70 /VO OCA49 D' GTYPICA-l. SECTION 5. 24'.G'I O S ELEV. tetI BLUE GUM COURT (NORTH)f. TRACT a= 115 COLGN `( COURT j Ft q 9P41 0'3 0 940 'a /• Fr V TITLELELErC'.F, 19.66 PRoFit E 9NT. 4-a S TLE!"EL L/t/B s•r SEE L t, 9.57% EX/ST. iiomll/d p; , _ '='-T, ate'."= r:• ,,,. r APPROVED 8Y ATE 7-851EX/ST. .4.G:PAI/E/y!E/t/T-i O,Y1.Y1UN1ry reA1G C 17 eye. 10 CC/G//YJDit/ v GTY ENGINEE RCE No 23889 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR T.S'Tgt/E NOTICE cueL=t 1`"• o..csr. Exre oEo ocl eErS ' o` N ---- -DESIGN MADOLE AND ASSOCIATES, INC.R CbOMM NDED The exislence and location of an underground utliities,or structures shown F_<NGS f=,2 ,P Ve_-H0 GUC 1/r90NL.4 0 CJ-, OF SAN B RNAROINO COUNTY b 3 -y 17 CONTRACTOR SHALL VERIFY ALL V CG Enn neccic on these plane are obtained by a search of available records.,To the best o1 I srLa ..- /aio ty 16 PLAN PROFILE eoNsuLTiNd CIVIL ENGINEERING Y our knowlodfle there ere no existing utilities except. those shown on this CONDITIONS AND DIMENSIONS TYPICAL SECTION Q• DRAWN AND LAND PLANNING SHEET Plan. The Contractor,Is required to take all precautionary Measures to pro. ' AND SHALL REPORT ALL' OIS• No 3C.4LE' DETAIL NO 9@,016 t3oo N.Mountain AOR Suite 70- 204 86tacttheutilitiesshown, and any other lines or struetUtes not shown on thee@ CREPANCIES TO THE ENGINEER AVENUE I 8OF. UPLAND CALIFORN A91Ta plans, artd 'is responsible for the protection olr and` any damage to these E T I W A N D A RCE. No T pRAW IN G X10.PRIOR Td THE COMMENCEIAENt r DRAIN TYPE . I CHEC KED 4B/tines or structures, ND SCALE0A E FILE No i 47rS 728oz: woRt MODIFIED 'UNDER SIDEWALK•,t,/. 9g • } i arf/ o s o rc BENCH MARK :QNB X0 '/8 Tat O o p. ,eo' •4 4 c 89 vI a 10. /50 - LEV, X507. ooY T a FO. Cf,//Z. '"m '/N M/DOLE OF COAX. h/EAOWAC Lt X47' C.R 1, b' Q1 h ti OF SUMM/T At/EN[/E AVOtMI. V CQ 41 EAST AVE4/L46. A alb ,, a/ v 0.5 • R 1. '• I-,- K.llAOpN111 f L Gz 2 - 20= Q- i- O orxs t j i sv f . m N' B J FxoMrvw z N aor/ B• ¢ Ci V a 48 I o o 8 4-b 9' Psi' i i °f _= 1.4751 Olt N. 4T N5- 48 ft 149 U_ 1 i I E r• i i i ij L4 Lj kA ic% fS.Cdit/O Sj v p. e ORAO fi7 i O.9D r- 2.98• d.s-ra-;-- - ' 1 o ti-1-- - + --- - T 149 L I a 49 Q i JL4 8 c 6. 1 i -`-V y - i i n" c 4 7.96, l• j f V r - - - - - I i o I I KAv, l zs s 435 VC y' -Gao FPR 5.,i 4---t-- o Z -1 E IPt= •r.i i o1G i j 1 { j 1 j uAn f laPF+ FOrZTS T. Ir i - 1- { 1. __ Q _ -, _ -r o I 1 I o Ex/Jr.'GPct'/u1 qr s' - - M j 1 lh b 1 la'RfTO OR.fiK 1 i h ., 1 0 a. r- 1- -Qr t f, i`kAr' v A_ 'v j 1 i1 7148ow i 4dtMo` o` v, i fi 7 i V f 1 = 4G.8T' 2 8 40.34 i I i ' i i { GNC' - -t O,t/_CB. o Sl C9• - o o . i r- --= CAL E j i y 1 C i Q0N t t t 1 t 1 e o012345678 NY9c10 11 12 D 2' 3' 2 a,4clz of e4zVY E-,- .UR PLAN SCALE 1% 0 o oOpt 11`•' 7YPE•tr'/xA 2*) 4 KETUl1 tJ OATA V WiTN grrzsC:t/f'R4fT/c%; d= 9/'OZ'//" 0 9 ZS• 2 W etcOE . ac%yEe rv gf/fErvG COVEAIAld. yl8 r r Qcove/c/G IrYP.) 3 /9 BiOI•/l oFezws iaCie' ofL= 39.99 ' 8 3 Q ? sEGr S;s/EE T /t/? ¢ B'2 ' 2 ' 1 9'l OH TA Cbws OAT/! W r- zs a' lam- 16 !, k-I VlV' sI_B9'Qg'a V Q;/5'27 DD" 1h r 6 QZd•• iC O IJ1 e=2s.7' by 4,e=4So. /7' o iti11Z_ 39 6' i s A,19.48' V V ti• dc,aMo/ A,tis 4• !' x 7`Z:f.. ' 3 ' h J f 883• 9Y- I: t..• 9 N , Q i 1 V eacc o CE 4/ PAN S. f. 'v . 7 c'E,v/C,PLtur_=GtlTf7 V' J C} 0 j 8 j m EX15T TREES rO XeMA/N C A c G-k 3 1 a ,Q .. a q p 0 aw1 t i I 4 7Q iP=$00' D O V 1N l,9I„ANlJ y" r I P.V. S,(H I i iV i i op da=Z tiF L. /34.63' n 41 N WjO 0 8 g fir 6782'V Q F a sat C•G 2/s ti,_ W N DETAIL G aF o.00' fitQ-z 2 4i . 9 F VWN a'r f./AC.rC O KO JR , c CLE,9,Q,efvut a0 4 UM aa 41 p BAt f G g -, O.rI Tr?EA d VawjAS F/Q Q V Z p 9 1 a,ea vAra 3 oc V zrrugm -m MODIFIED' BARRICADE 0 os 2 pp 8393x' Oa D=89°/2'03..` Q STD. DWG. 40 4) 0 0 ooZA•F '__ t aA R P I 5z 9.8.4, 9EE S 0 E fj r 1 3• •, 5 c i6 Lso.og M L=39t9, Src T j 4Q N$ scfuON k4 3 b ,. © • ? DRI V,E 90e9 SdD7w 9 r Q , 8s o 0L1k"6, E x1112 v o,m 3 s H vo ,ea oArra 2¢ez , aWT l 4a • . W v 20 7 13 3 o 2 sb°oo'vo" Q= -.lso7• ,Q=sob' ti /8 1 lift 8 l Q Q 3 Q 1 3451L= G7.ZS r336B y,ry1 X 1 ti W QE vQv ov 2 1 4 M. n c,[*70.,,•70.00• tM T-jS00'7. O 9s -76 ' t3 ht 91' a- 3¢ OG ZZ 0 k.V!0 • 1D ^ L BG. , 2S./7' "• W 8 to ` L N(t\j 01 1 1 0211" 414,r, O r- .:s. =j 20 19 a e „ x e= y,, q i ° o i Z 1 1 a 7/ 3 13 0 Qo a q 39 Fie r0 RA1N 0 g9ti D' tl• .0 0 d' 4 h yr 1 8 2 TD %N51TAlExistn¢« T,e aar fs a N < . N T- 70.27M3IVCC.7STRUCTION NOTES t0 V g9°¢4'/G"W -- -r• cp s? 72 Q 0 1 CONSTRUCT 3".S'c.o.e "3=s z "Ac o Ee a'a SE, SEE 17 J`• G. v L_r v O 2-v ,*•J. 9 ! 4 j C TYf'/CAG SECT/Q.G/S 2 SHEET/OF 9 4 2 ti 9 t 2 CONSTRUCT g y F• o O WE o O 9'ly'• 2 4. u k ' Q Q, 8"PC FL. W 24"GUTTER PER `RANCHO Y t; 8. 9M4; GUM Gl9+tE0 t• .1 X1 X9.71 O Q 3 CONSTRUCT i VS 1•y t} ND 0 CUCAMONGA STD. DWG. NO. 303. 2 •V • •a _) .• .., J. O• r i .ql ., 'r t •L O i1 i p. -I,•t v;: 1 'e1?A O kN P 40 CONSTRUCT 8" ROLLED CURB AND GUTTER PER A3rSB0 tp147.70' r,. 0 0 20 RANCHO CUCAMONGA STD. DWG. NO. 3 0 2 Wio>H 5 eB a uRAJ oa ea,BQE/t/evuore a• % wrao O/V /oLAI l. L' jq y ° U5 CONSTRUCT CURB ONLY..PER RANCHO CUCAMONGA 3 e=99°27 3/ h 2 a aQ oe/v se yQrj4= 90°610'00 1 2 U 0• C7 S" 9 4 Q 4 a merge oervEty s s 9 s a T-4 Gif31v57e: Z 2s wog r , Q I by STD. DWG. NO. 301 . crvT coN,sTZU1 rA t7 SRIz8L= 54.98 T=/B7• s 2. 8t,f X VE 7 6U CONSTRUCT CROSS GUTTER PER RANCHO CUCAMONGA D ESCR IPT) 0 N o f REVISIONdI T- 35.00 y 0 ' 90) e&r41 .d OATA f Qqc STD. DWG. NO. 308. OATE APPROVE 3 I x '' v1 f 7 CONSTRUCT SIDEWALK PER RANCHO CUCAMONGA STD. 8 JLAND .vOs etue 26 0 sE SIC o o X o 0 CITY o f RANCHO/ A 11v,q sE y . L. 42 a 9 G DWG. NO. 310, INCLUDING HANDICAP RAMP. C W 3 , Dz/' 24C55' Q3 T-27.4% 1 f• Id /BO DD UO i' Qz S.BO'C'E,VTE/IL///cc' P,0.4 CEt/TE.2L/t/E OFITx! 7 837 INSTALL STREET SIGN PER RANCHO CUCAMONGA 2 2 s. TRACT N 0 .115 4 9-1L =/7 6 d=9'29 /" 4 S•S3'38 Y 'y°, 9/a STD. DWG. NO. 401. i3 y • ` 9 INSTALL STOP SIGN PER RANCHO CUCAMONGA STD. L U E GUM DRIVEL= BZ.S•st' L= S/4," D 4 53•¢9' 2 3 'i X n Z Q=47Z'k . DWG. NO. 402. 10 SAW CUT AND REMOVE EXIST. : CURB ANI7• GUTTER. 9E'E SHE-,E T A/Y ¢ s8 o,is/'v9` y; ` L0, T 17 D' CONSTRUCT ROCK AND MASONRY CURB AND GUTTER 11 EXISTING UTILITY TO REMAIN IN PLACE. XL x".97, 0 Ar THEVIREGrION OF Me, GI TY ENOINC6K V 2 CONSTRUCT BARRICADE PER RANCHO CUCAMONGA APPROVED 8Y10a••I 14 T= 6799' S, rAIL, 5f/c`7' l ATE /t z X/5T GROU/Y 9 O O V STD DWG NO 404 MOD'FIED PER DETAILON SH T. 2 .O8 CONSTRUCT• CURB OUTLET STRUCTURE PER RANCHO 0 CITY ENG,NE ER RCE.No 23889 x Q. 13 CONSTRUCT DRIVE APPROACH, R OMM LADED4" THICK PER . CHO1a0_L 4.7 To r 13 CUCAMONGA sTD. DWG. No: . 506. oO DESIGN MOM AND ASSOCIATES, INC. oPRO N t 20 CUCAMONGA STD. DWG.. NO. 305 OR AS NOTED."WAS NOTED. •O.F- OF SAN BERNARDINO COUNTY C EA4:_,1Ar-: 2 9 INSTALL 1$ R.C.P. DRAIN: ' M CONSULTIND CIVIL ENGINEERING ing1tCONSTRUCTGRADETODRAINDRAWNANDLANDPLANNING• SHEET2INSTALLSTREETLIGHTS. 600 N.Mountain Ave.,Suits 0-204 21 CONSTRUCT STORM DRAIN.CLEANOUT PER CITY OF RANCHO 15 CONSTRUCT "END OF STREET" TEMPORARY PAVEMENT OF. UPLAND CALIFORNIA 91788 2 OF 4 off? f b PHON4(7 4) 59829. S,EGT/ON X "X CUCAMONGA STD. DWG, N8, 510. = ' ORAW IN G NO PER RANCHO CUCAMONGA STD DWG NO 405 CHECKED RCE. No '¢e 13.7-Tcw OF eowpa Isx 73.7-TA' OFSGOPe 22 •, W GUT /r/Vlol% EX/5T. 13.G PAV M,ENr 5 fOW G/o 5 flArcHE/O 16 CONSTRUCT MODIFIED UNDER SIDEWALK DRAIN"PFR RANCHOW.74.7- TOP 6?f"WC19 TBMF. PG5/`TING 445/N 74.7-TOP of ROCK We/R O O CUCAMONGA'STD. DWG( NOS 507a ANDDETAIL ON SHT• 1. w•?.5' • DA E p FILE No/Z-4111 _728 N r.g. MARKBENCHN Z Z CV. R / 507. 001 4 Y4'4t o . • a FO. C/l/Z. ~154 /N 1wo,0LE OF a- QO 8. 9 1 .9. - - W COAIC.yE, 49W,4 L 1 A T S.i/•C. o' oM v ' 0-1 Of SUMM/T,q I/C UE EAST .4l/ENC E. N ONO G : 1\ 10! O./'9 AIOfE.'7A •U.T __ UlT2 ; . 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It n I t i1485--'1 G1 95 Q49__D_ t- r - - 7 i 1 1 i t 1 t f p 1 1 i 1 A,1Q4t3t1 } i t O CO.DEt Fd. f-ice i i t SCALES-, f r t fwQ: f 0 R.IZ.1 ' 4 j i r• z 1 1 1 04 14 8 %14 0 1 2 1 2 0 1 2 3 PLAN SCALE*- 1"=40' V r N= 2 sE SNE SEE- ,shEETi1/a? II 8 0 BACK • 10 1 S, yoj • Ot/99.PETU,Qi</DyT,4 B.9C!! of 25` '0 3 4P\ uvea oArA •`',13 Otir,PdT TI/Q,vLY1T,4 2 Z B 8 h rJ=/5-goroo" tis R y0AB, /9EE 9.SEET'i1/_ 2 e, 2 ' l l 9 90 o e= ., 11 o ti739V 0! BACK O 7' Lz 2884 3Iv `T=24.82 by W I V OU,QB,PETU,PNOATx7 3 k T /4L.50'0 o 05' r 2747'7 h1 P\ lj 4-9/'DZ'/1Q v " 3 60Oy qC/ oF12 v N ,Q. Z CU2B 09TAIj2223csofBAcof o Fav 3 4 4 v• n a4 L= 39 99' BAca oF- a 4 y M y' o , 9 l8' i9.B ' /pIT 1 %I 7=25.63' C/JROOATA 0 q' M1j N J= Z/D OO A!"II I 1 A h, !1 s i•W 13 ZD 2/D3 M jol. 00 3 eMeO O/ITA 1 n o QB Oar4 Q 0 zo.z8 p U9•S q I I 4TI-61111010 IOU VIA 01 h T-/4.So r rJ= 2/D 0040 29 c 9a.¢ T O •.- Ca,9 16 ti i olto'`{'S, cy• 3983• g. t • t} C O 0 p0 o r' a o I• z I o GUM 0 T /¢.r:i 38'3 3 W J) Q 0 ' y 3r• 7• yEE oETA/L SNT.1. ti B C O L U E 9 0' 14 6s' 29.0_7' L=2?4 G'd's O ps I 1!+3 1 3 4 p/Fc; Q q I``'' 13 `9'• o-TN5T• E43 8'•9or 4to ^ti'• to Q `. O y,9! 9 . r q k` , f. o a 4, FL• N C 2 .49 r.g s 442.00209,o gC7-.,B E (d UY , 4 Q • F• G U M 9''y3¢' 80 jT <i I I " N M :L _ !/ 3j' 5.Gr' AG'/C DF r 13 90 p h y , Q , B Y,U v 43/5 F, t-rc o H f f Ivo °'/s"E 84-.7a 3 E . C v I ? BLUE; GU COURT 91' Q i Acs' of a a=/ 'mod" 1 4 6 9 0 4 9 4 0 83'Z Rpv) Q >,C O U R I a r. 0. qG• I p o c. , i . , c r/,ca DATA 4 o ,2:/ X99 r "S • 9 C O U R,ba-9 f _ c. Q t 9 .2g ti a=/43s'o/` 13 1 a 8¢• s cOf$ 13 4,02 I\I s/ I t l e: 115'e ^ V i Y/ 2'7•. 1 s l! 1 11 5'1 ` I ¢9• 1 8EE OtY ASC I I 2 'o `^ V 32.3 u4E•C• 1 3 skfEr . I.l V 1 GL•52 t y . o' ' / h Ot iz' s• 4- _ ' yy s W I Q COURT 9T s? v B'ck o3 2 Q d•6.r 13 sw •?o. ¢' G=2/U'OIYUU" sr T F 4i CURB OATH M t4=' ./ G Q. 6 Ixvora13 = 3a' tiv 'ee"__/oro0 1 8• /9 ' c p,BAc/ 160 oA q fn o a-/s aoo'oo" 13 T /39.28' I M 0 s v o 3 4 4 s,PB,eEr eN c r,3 L=2884• q N I D=/5°27'00" Y L= 29. 3Z g' yam, T=/4.50' X i O•S I Z-?51.11* DESCRIPTION of REVISIONt1 ` Q h ' t= 39./Co 82 DATE APPROVEQpT= /4.75' w UB, of Q 7 3 9EE ssEEr Q L2 T '¢.?9 O•S I P ,E ET!/,QiVO,4T// s. 2 5 I=8Q.'G='22" CONSTRUCTION NOTES CITY o f R A N C N 0 C U C A M 0 N A02sif1 z--2S.,l' G PB,QEIU.P,I/O/11A'o L=30.95",1 ' d= 9'27'3/" T-22.7/' p a' 34' v HO CUCAMONGA 16 CONSTRUCT MODIFIED UNDER SIDEWALK DRAIN PER RANCHO TRACT N 0. 11549 -1 L. 4G.8 7 CONSTRUCTION NOTES 18. O8 INSTALL STREET SIGN PER RANO 7" 3/87' 10. CONSTRUCT 3 "A.C. PAVEMENT o Ervo 4"BAS45 O/7' CUCAMQNGA STD. DWG. NO. 507a AND DFTAILONSHT. STD. DWG. NO. 4 O 1.17 CONSTRUCT ROCK AND MASONRY CURB AND GUTTER BLUE GUM COURT• Bej 9 g ZO 2- ?E)N :x--"-e:PAVEMENT-, VERLA-: I I II O INSTALL STOP SIGN PER RANCHO CUCAMONGA STD. Ar ME lajR,Grronl or rN Girt N.G N,eR S 2 3 CONSTRUCT 8" C.F. W/Z4" GUTTER PER RANCHO STEL /a,prAlL, SHEEr / COLONY COURTErE DWG. NO 402. SEE fyf CUCAMONGA STD. DWG. N0. 303 . s 'T 2 13 CONSTRUCT CURB OUTLET STRUCTURE PER RANCHO 0 SAW CUT AND REMOVE EXIST. CURB AND GUITER. CUCAMONGA STD. DWG. NO. 506. O CONSTRUCT 8" ROLLED CURB AND GUTTER PER 1 EXISTING UTILITY TO REMAIN IN PLACE, ,• APPROVED BY DATE /1.2 - RANCHO CUCAMONGA' STD. DWG. NO. 302,x'/GTN 19 INSTALL` 18":R.C.P: DRAIN. MATED oa/ PLAN• @ CONSTRUCT BARRICADE PER RANCHO CUCAMONGA GTY ENG1NEE RCE.No 23889 S CONSTRUCT CURB ONLY.:PER RANCHO CUCAMONGA STD. DWG. NO. 404. MODIFIED PER DETAIL ON SHT. 2. . INSTALL STREET LIGHTS. DESIGN OLE AND ASSOCIATES INC.RECOM, ENDED STD. DWG. NO. 301. OF SAN BERNARDINO COUNTY 7ob9• -F° 13 CONSTRUCT DRIVE APPROACH, 4" THICK PER' .RANCHO f C E,,;nurina 6 CONSTRUCT CROSS GUTTER PER RANCHO 'CUCAMONGA C CONSTRUCT STD. DWG. NO. 305,OR AS UTEDw7W SAS NOTED. 821." CONSTjgUCT STORM DRAIN CLEAN OUT PER CITY OF RANCHO CONSULTING CIVIL ENGINEERING T O N CUCAMONGA STD. DWG. NO. 510. DRAWN AND LAND PLANNING• SHEET600N.Mountain Ave.,Sults tT204 STD. DWG. NO. 308. CONSTRUCT- "GRADE TO DRAIN". OF UPLAND CALIFORNIA 91786 3 OF 4 70 CONSTRUCT SIDEWALK PER RANCHO CUCAMONGA STD. 15 CONSTRUCT "END OF STREET" TEMPORARY PAVEMENT CHECKED PHONE 1 985- F902 N0 %¢ DWG. NO. 310, INCLUDING HANDICAP RAMP. dRAw{NG N0. PER RANCHO CUCAMONGA STD. DWG. NO. 905. t S/f/! D TE 7120 8 FILE No.i2Gd1 s 728 BE CH NIAN RK : QC 000, N0. /50 - EL Cf/•• /507. 04 y J 3`1 01• COrtlC. NfAOl/ALL , A T S, W.c. 2•-> ---- c gST F/l/E//,[ lEENvE . 4N0 t yt O i t i i 1 c a i F- k;10 t I V- I 1. 152• o t- v V t 1 I I 144d may. 3 • t Q .4 J- t t-- -1 - - - rr t i-- t:1) t i V o Ntfvet j { F i J1 1 i r 1 1 i b:t— - - —t tom, t th -7 ti i t :1 J 11470 r- i 1 r 4-4' tI J t r i r r I t i i I t i J i 0 1 t` 1 1 J t i 1 J J 1 J t t t t t fi-4 2.5 I C-9-L- 4rt+ t j j j 4 4 14trrI 7 !i 17 16 15 14 13 12 11 10 4 3 2 1 BLUE GUM 0/ COURT` 27 I 26 Oo' 2/7' S'4-•7t C 7G.44' 11 SEE S1lEET rL51_BLUE- GLIM DRIVE. 6 L L -'L_ wi^ sp,6FgT 4i8.3 / sEEsEESNEE .Nr2 2 o 5 Ar /Z/G S/T TH/3 Sf/EE T. I' FS3Co.O0' 84.85 scACE i"s sro' l o•co - I o' e ¢' t 0 25 E IN I s" 40"4•D p i est 24.G' Z 1. l Bs" 0 —- Q t, 0 Q 02,•r 4! c D QI 6 11.33` ZO' / Q X11 Q I a YO 20 I o dwItio N 24 c W 11 . b• p Q . I N a Q a 0 W ; e=22.so Wo a o 0 0 0 _ o k NOT A PARS I ) o Z_ .77.54¢ v o 2 oc 1 tw , . V 2 7 d o o. I I I z Qoo, a o T_ /2.37 01 N kdhVWANyk t01411) k 13 2 o 13 1 p o 13 I . r Q ti 1 N J'j0, a333kG93 83. 3o• 0 p pp' 07 . Z h t•: 229.00'0 . otiIQ J QdESTefaV,FA r 1w f EASEME,c/T OL C w i ir?' INA16e CKMZe-T PER 9/.GB r.c. E o.2¢ r. i 0 17 I cap r r,vv r 21 I I17tl16aE15143212 d°. 1.1 A Er 1E 16 n,8TIWANDAArh1QO 40 r.-r--" hZ/S' I /6.5 1,01-47 53 DUT T N Dao Y-.e T dO ce eoc,< CURB OETA/G N oeery 11Kro CONSTRUCTION NOTES 11 EXISTING UTILITY TO MAW IN PLACE N d v / r t 3• 1 CONSTRUCT 3 "A.C. PAVEMENT OVeX 4`4W: =, O ro' QKh/AY PE ¢ Ar 2- wg O . 6.-i DESCRIPTION of REVISIONOnCONSTRUCTBARRICADEPERRANCHOCUCAMONGA-` 0ATE APPROVE CONSTRUCT "A.C. PAVEMENT OVERLAY. s_ A/ vrRr STD. DWG. NO. 404 . MODIFIED PER DETAIL ON SHT••2. 1L CE F/,t//1N TN.ROdGH o"rac . OT CF E fT Y Of RANCHOPXITauresPSOPGURB3CONSTRUCT8" C.F. W/24" GUTTER PER RANCHO PRoP. ,QpC,rcCURg eazlr ramw M/c. NO C2?Q 13 CONSTRUCT DRIVE APPROACH, (o THICK PER RANCHO 1CUCAMONGASTD. DWG. NO. 303 . oC N CUCAMONGA STD. DWG. NO. 305JOR ASNOTED,W"ASNOTED. SECTION A-A.D - TRACT NO. 11549 -1Imo. O CONSTRUCT 8" ROLLED CURB AND GUTTER PER' C 0 CUCAM NGA STD. DWG. NO. 302 W/0TH CONSTRUCT "GRADE TO DRAIN" .I Est ST. fL.RN1 1 HNQ A 1 N 5 CONSTRUCT CURB ONLY_.PER RANCHO CUCAMONGA 15 CONSTRUCT "END OF STREET" TEMPORARY PAVEMENTO DRAINAGE PLAN A N DawTQgemovePERRANCHOCUCAMONGASTD. DWG. NO. 405. OX/5T. GUTTER STD. DWG. NO. 301. X=S X' emor O,/ MIN. A ' n P A S'j•oPF VARI,-S'.' C1a y`, hA.G.feATNER FOR 6 CONSTRUCT CROSS GUTTER PER RANCHO CUCAMONGA 1 CONSTRUCT MODIFIED UNDER SIDEWALK DR AlN PER RANCHO E T I W A N D A AVE .SIDEWALK PLAN5MGbrHJOIN0eEFi .s, 1 rxi STD. DWG. NO. 308. CUCAMONGA STD. DWG. NO. 507-a AND DETAIL ON SHT.1, (w 2.5). s , TYPIG L CC/TT R TRAN5/T/ON APPROVED 8Y GATE /L-Zt-B C2 5AW-GUT / MOVE eXIvT f.G. /'AVEMENr @ CONSTRUCT ROCK AND MASONRY CURB AND GUTTER 1_ r• '% , s DETAIL 18 I GTY ENGINEE RCE.No 23889ATTHE /d/ReoTION D THS GI TY NG/N0, 4 n,/P F. SHOWN OR055 HATGH 6 PkMlt, gyro r/ 17 DESIGN M DOLE AND ASSOCIATES, INC.R M ENDEDO8INSTALLSTREETSIGNPERRANCHOCUCAMONGAQCONSTRUCTCURBOUTLETSTRUCTUREPERRANCHO• 7 CURB OUTLET Oi. OF SAN BERNARDINO COUNTY s•Xr STD. DWG. NO. 401. CUCAMONGA STD. DWG. No. 506.r Aa,0 _ r',ndCONSULTINGCIVILEN(31NEERIN(3 DETAIL 103 N O S C A LE DRAWN I NAND LMounAN Ave Sula D•2o4 SNSETU9INSTALLSTOPSIGNPERRANCHOCUCAMONGASTD. 9 INSTALL 18" R.C.P. DRAIN. ' ROCK CURB DRIVEWAY OPENING o.F UP OND o1Ll986-e2991788 4 OF• DWG. N0. 402. INSTALL STREET LIGHTS. C}tECKED RCE. No `/B(CONSTRUCT STORM DRAIN CLEANOUT PER CITY OF. RANCHO DRAWING N0.Q SAW CUT AND REMOVE EXIST. : CURB AND'•GUTTER,. . a1 NO SCALE ' Wli . 0 TE FILE No.i2Gd/.r 728CUCAMONGASTD. DWG. NO. 310. ate.._,. a' ,.a t. a. 6..A . s •