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HomeMy WebLinkAbout802 . • , ♦ , - t _ '_ _ --mss ._. _ - _ Y 5s f t a N L0 � a r GENERAL NOTES +p m +v) o m ° N + m - m TOP OF FRONT OF WALk t� REAR OF WALK IS 0.0& HIGHER 9. WORK SITE A.ND EXTERIOR STREETS SHALL. 13E IN A NEAT , CLEAN)HAZARD FREE 102DERLY STATE, TH ROUGH OUT COhIS'YRUGTION• SITE 6+� XLL 8 E CLEAWFID UPON RE©VEST OF T9F_ 114SPECTOR 4 S 1230 r ' 3r 2 i 5 s 6/4 4/4 6/4 1230 ° r � ^ 't %9P ss w ' 0 (1) ao 9 u u 0 ti ryry EXISTING TOP OF CURB o acv e� 1D �°'• o•ss% 1230 ry PROFILE VERT. SCALE- 0= 4 ' . HORIZ.SCALE:I"_40' 1 0+00 1 +00 2+00 3+00 4 +00 500 BENCH MARK GENERAL NOTES ELEVATION : 1231.927 I Q 1. ALL WORK SHALL 'BE DONE IN ACCORDANCE WITH TNESiE� PLANS, THE CITY of RANCHO CUCAMONGA - --- - ----�� BRA'sg �15K 1N 'Top of= STANDARDS AW0 T14E STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- CURRENT EDITION. u1 tJ� U' aI zY J CONTRACTOR SHALL B5 FAMILIAR WITI4 AND SHALL BE RESPONSIBLE FOR ADNERANCE To THESE STANDARDS CURES ON TIAS NORTH +IJ1 a I 1 v` W 4 ENo of CURB RETURN AT a pIZU j I 4;1 NW ANO SPECIFICATIONS. 1 THE NW COR. OF VINEYARD ` o ulW:I kil �` � 0 Q, ALL PIPELINES AND SUE5STRUCTURI=S CF ANY KIND, TELEPHONE OIz POWER POLES , WATER METERS , FIRE AVE. AND FOOTti{1L.L BLVD. HYDRANT5, ETC. SHOWN OR NOT 'SHOWN ON THESE PLANS WIT41N THE RIGHT of WA%! LIMITS o IN ADJACENT 32' W/o 4. V 1N E YARD AVE . ~ '� ANO '17' W/O �• FOaTHIL•L LLl I D AREAS WHERE IMPFZOVENENT WOKK Is TO BE IDaNE E5WALL BE REMOVED, RELOCATEo , OR PRoTECTI=.D IN PLACE BLVD• W N As REQUIRED Al No GosT To THE CITY OF RANCHO CUCAMONGA - 44 D D ~ g. _ cURP� FACE W' S. A PERMIT SHALL BS OMTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING tOEPARTMENT PRIOR 32' C ' > To ANY ENCROACHMENT OR CONSTRUCTION WITH CITY OFRAUCHO C0CA%10N9A EASEMENT OR RIGHT OFWAY. 12 r Q x 0 II ( 4. ALL SRW>ER �WA'TER �F-LIECTRIG , GASIPHOWE OR OTHER UTILIT11 LATEIZALS,,NAIMS oR CRosSIX1GS C� II SIDEWALK DETAIL SHALL ME CONSTRUCTED PRIOR TO PAVING: W q ' p r O NO SCALE Q II I 5. COMPACTION T1=STG o1= F-MI25AOKMSNT CONSTR.UCTtON, TRENCH FSACKFILL, COMPACTING ORIGINAL GROUN I p Q AND ALL 54ALL BE PERFORMED AT No COST To TUE CITI OF RANCHO CUCAMONGA . A z , II I W }' WRITTEN) REPoR•T of TNEsti COMPACTION TESTS 6NALL Be SUF3M ITTED TO T14r-- CITY ENGINEI=.R Fc) V_ Q III >;xlsz�u� cva� PLACEMENT OF MASE MATER-IAL.S AND/ ow- SURFACING . • II � u Ex15'T P•P -to eE p � 6uTTEFt W APPROVAL Pp-log- 76 -THE Il I � RELOCATED 1(1 - _ EcR _ G. AT THE COMPLETION Of= PAVIWG A MATERIALS, REPDXT' SNAL 0,F_ r=005 IJ-i`T'ED TO THE CITY ENGINEER MARSELITE ST LT• BY S •G• EDISoN ± g N LISTING ALL. -PESTS OR DETEIZMIINATIOIJS GOMPLETe-o TO VER.IFY: CONTENT of SLuRRNI SEAL A I C D C ; 7. WHEN ASPHALT CONCRETE 15 PLACED ON NATIVE SOIL W141CN CONSISTS OF A ROCKY MATERIAL , 7HE � — `� SUibGRADE SHALL WE- PRE?A;tSV 551REN4oVING ALL ROCKS WNtCH PROTRUDE ABOVE THE 6Uf3GeADE AND 4 - - - - �+ — — — — — — — _ _ - - - --- - p _ _ _ _ _ _ D ALL VOIDS OR DE P�ZE SSIONS SNgLL fSE F=-IL W ITIA A PINE GPApE MATEKIAL OF QUALITY i3ETTER THAN O 01-00 15+&B.m � THE NATIVE MATERIAL. st 15+&B.fes 6 8• CITJ APPROVAL OF THE PLANS DoEs NOT RELIEVE -THE PEVELOPER FROMIs REsPdNS181LiTY FOR THE FOOTHILL B LVD. CORRECTION OF ERROPt AWO OMISSION DISCOVeV_. DVRiNG CONSTRVGTION • UPON IZE.QOEST "THE REQUIRE-0 PLAW 9EVtS1ONS SHALL IaE PROMPTLY SVBM tTTED To THE CITY ENGIUSER FWR APPROVAL. CONSTRUCTION NOTE SCHEDULE MARKED NOTE P.L. CURVE DATA: O CURB CURVE DATA: CITY OF RANCHO CUCAMONGA .� REMOVE EXIST. CURB, GUTTER AND ASPM- PAVE MENT R= 20.00' R= 35.00' 12' O AS NECE55 AR A = I'9' 693' 5 4r' Ax 89e 59PLAN' 34" AND PROFILE OR. 8/-2 L. 9 = 3l• 41' L = 5vAa• 4.97' 4' vAa. t 2' ± O COT45T R UCT CURB AND GUTTER PER STANDAR G T = 20•oo' T- 35.00' MSN. MSN• FOOT H I LL BLVD . OSZQ.WING No Al2- 8 ) SIDEWALK CURVE DATA: @)SIDEWALK CURVE DATA : CONSTRUCT P-CSC. SIOS*JALK PEI_ 13TAMvAIRD 204. 00 200. 00 ` R - ' O D1RAVONG No. N 8 - lb yj = - , FROM SAN DIEGO ST. . TO 18 5 FT. ELY: = 120 OG 550 p = 12' Ofo, 53 _ • ' 4 CONSTRVCT HANDtr-AP RAMP PER STANDARD L = 43. 14' L = 42 . 29' 6 To do�NR APPROVED BY: DATE: 3-31--03 O DRAWING• NO. 310 ' CITY ENGINEER: R•C•E.No. 23889 T = 21. 65 T = 21. 22` 3 i DESIGN PREPA ED BY RECOMMENDED : CONSTRUCT TPRIVE AJ?F)Z0ACH PER STANDARD `' + . M •W• WELLS MICR ELW. WELLS O PRAWING No. 3Dro EXISTING cuR© A DRAWN: SHEET: GUTTERZ / CONSTRUCT ANIONIC sLUFZRY SEAL. M•W• WELLS 23400 EAST FORK ROAD "—OF' f © 1 " t TYPICAL SECTION FOOTHILL BLVD. CHECKED AZUSA CALIFORNIA 91702 DRAWING N0: � �4 THICK MINIMUM i s. e. (602- a oZ.Yt s i t EXISTING SURIvACS ON GENERAL NOTES 8. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL. BE SU>3MITTEDTOTHE CITY ENGmesR A� LI STING ALL TESTS OR DETERMINATIONS COMPLETED TO VER.IFY: (a-) R VALUE. , SIEVE ANALYSIS AND SAWD EQUIVALF-WT OF AGGREGATE BASE . (b) STASILITY, OIL CONTENT AND SIEVE AVIAL4r=IS OF ASPHALT SURFACING . � 0 12410- 1230 2401230 54.97' ON CURB EXISTING TOP OF CURES h�0 ° O O � 0 0 pp• � 4 4 4 4 0 Dti � 0 4�!b PD + 1240 � Q � ; ° "' F- ip to m U u 5.50 W __.------ PROFILE r 1 1230 0too 1+00 2+00 3+00 BENCH MARK GENERAL NOTES ELEVATION 1231 . 927 CONSTRUCTION NOTE SCHEDULE 1. ALL WORK SMALL SE 00NIS IN ACCORDANCE WIT14 Tf4ESE I?LANS, TI.1E CITY OF RAVICHO CUCAMONGA BRASS 0115K IN TOP OF CURS MARKED CONSTRUCTION NOTE � STANDARDS AND 74S STANOARD SPECIV=tCATlOUS FOIz PUBLIC WORKS CoNSTRUCTIOjy CURRENT f=DlT10N• ON THE NORTH ENO OF CURS O REMOVE EXIST CURS , GUTTER AMD ASPH• PAVEMEUT AS NECESSARY CONTRACTOR S}-4ALL CSE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR Ao1NERANCE To THESE 'z RETURN AT THE N•W COR. OF VINEYARD AVE AND FOOTHILL. STANDARDS AND SPECIFICATIONS. �t 13 LVD• 32' W/o (IL of VINEYARv O C O NST RVCT C VRB ANo GUTTER PER STANDARD [DR•AVJI>JG NO- N2-8 2. ALL PIPELINES AND SUE3sTRVG'TURE.95 Of ANY KINDTELEp4ONE OR POWER POLES, WATER NF-TERS, VALVES ` AVE. AND 77' N/O OF FOOTHILL .0 FIRE HVORANTS , ETC. SHOWN op- NoT SHoWN oN TNESI; pLaNS WtTININ TAE tzIGgT OF WAY LIMITS OR 11�) BLVD CONSTRVGT P. C.C. SIDEWALK PER STANDARD DRAWING NO. N8-B OO ADJACENT AREAS W HERE IMPROVEMENT WOTZK IS To 2,E DONE SHALL CSE REMOVED, RELOCATELD OR OCONST RUC-T HANDICAP RAMP PER STANDARD PRAWIlJCG NO. SID PROTECTED IN PLACE As REQUIRED AT No COST TO 714E CITY OF FZANCRO COCAMONGA 4 3. A PERMIT SHALL BE o8TA1NED FROM TAS CITY OF RANCKo CUCAMoNGA ENGINEER-IMG 0EPAI2TMEIJT O CONSTRUCT DRIVEWAY APPROACH PER STANOAtZO DRAWING No. BOG PRIOR To ANY ENCRoAGI-IMENT OR COtJSTRUCTION WITHIN CITY OF rzANCNo C.VCAMONGA, EASEMENT' aR RIGHT OF WAN. P.L. CURVE DATA OCURB CURVE DATA CONSTRUCT 3" A .G. O N 5" C.R.F3. R= 20 001 ,� R= 35.001 O 4. THE sTRUCTVR.AL 6Ec7)ONs SHOWN ARE tAlUIMUM . AT THE COMPLETION OF ROUGH A = 89 59 34 d= a-i 59 34 TESTS INCLUDING 0Rf VALUES SHALL BE TAKEN AUO A MATERIAL. REPORT SHALL BE pSzS-PAREO � L = 31. 41 ' L T = 20.00' T = 35• oo1 B4 A QUALIF'I ED So ILS E}jGtTJE.ER • THE REPoR.T sNAL. CONTAIN A PR-O PosED STRUCTURAL SECTION s ANC7 SMALL SE sulalM ITTED TO THE CITY ENGINEER FOR HIS MVIEW AND EVALUATIC)ty, APPROVAL WILL. 4(" MAR>aE6�1'E BS GIVEN 1)dA1E1J ALL sTRUC'TURAL SE(=T')ON REQUIREMENTS HAVE eEEtJ MET. rcpt. LT• e51/ s.c . �fl�soN 5. ALL SEWER i WATERS ELETRIC, GAS, PHONE OR OTHER UTILITY LATERALS I MAINS OR CROSSINGS SHALL 0+00 . 1BS CONSTRUCTED PR1o'R TO PAVING. • <. 6 SAN DI EGO STREET _ `G• -CIT`I APPRoYAI 6F THESE PLANS OOES NOT RELIEVE THE DEVELOPER FROM RES oNS1811-1 FOR THE - - P T`l CORRECTION OF ORROR OR OMISSION Q%ScONS?tEp DURING CONSTRUCTION. UPON REQVEST -T Re 2 \� 5 M R QUIRED PLAU REV1 SIGNS SHALL PE PIZOUP701 SUBMITTED To THE CITl ENGIuEER FOR APPROVAL-pp . _ 7. WORK SITE AND SATE'910R aTREETS SHALL BE IN A 1JEA7, CLEAW I "AZAVZD FREE, ORE�ERL.Y STATE. g TNRoUGHouT CONSTftvcTtoN . SITE SHALL 13S CLEAVED UFOW IzSQVEST OR IIJSPECToR A Ec R q ~ 1 -- ' I W co �I : a °` i , , o . 4 .so 4, -7.J50' CITY OF RANCHO CUCAMONGA 0 ; m z PLAN AND PROFILE + + 0 D.R .B! z-9 cvU SAN DIEGO STREET _ I ; ► o M3 — '-' FROM FOOTHILL B LVD. TO 240' N'LY O O LL. APPROVED BY: DATE: SLo, %q"PF-R jrr, CITY ENGINEER: R.C.E.NO. 23889 3 DESIGN' PREPA ED BY: RECOMMENDED: 1MICHA LW WELLS t DRAWN: SHEET: • EXE ST• cult$ GUZTER � • Z Z R.C.E. 16410 OF: TYPICAL SECTION SAN DIEGO STREET CHECKM 23400 EAST FORK ROAD DRAWING NO: s 8 AZUSA CALIFORNIA 91702 802- kv,-