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Plansi f 1 � 1 1 I L. 1 LJ ♦. 1 J �i GENERAL NOTES 1 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION(" SPECIFICATEXPAT) 2012 EDITION. AND AMERICAN PUBLIC WORKSASSOCUTION STD. PL MAS TX 3 EOITION AND CURRENT AMENDMENTS. 2, THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER FORTY- EIGHT(48)HOURS PRIOR TO STARTING ANY WORK: TELEPHONE NUMBER 162615693151. 3, THESE PE ME ARE HEREBY MAGE A PART OF THE SPECIFICATIONS AND CONTRACTUAL. AGREEMENT. 4 NO REVISION SHALL BE MADE I.WFAE PLANS TANTRUM THE PRIOR APPROVAL OF THE CITY ENGINEER. 5, THE CONTRACTOR SHALLAPPLY FOR ALL NECESSARY CONSTRUCTION PERMITS FOR ALL WEEK AS SHOWN ON THESE PLANS FROM THE CITY OF ROSEMEAD. ANY CONTRACTOR PERFORIVING WIXtK AS INDICATED HEREON FOR THIS PROJECT SHALL LIMIT INERE HIMSELF WITH THE SITE AND THAI L BE SOLELY RESPONSIBLE. FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES AM SHOWN ON THESE PLANS. T THE CONTRACTORS ATTENTION IS EXPRESSLY DIRECTED TO ALL THE REG UIREMENTS AND PROVISIONS HE THE STATE OF CALIFORNIA SAFETY REGULATIONS. CONFORMANCE THERETO SHALL BE STRICTLY ENFORCED DURING THE ENTIRE LIFE OF THE CONTRACT, 0. THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EARTH EXCAVATION OUTSIDE OF THE PROJECT AREA UNLESS APPROVED OTHERNI$E BY ME CITY ENGINEER. ALL AN AND CONCRETE REMOVALS SHALL BE DISPOSED OF OFF SIM 9. THE CONTRACTOR SHALL REVIEW ANC VERIFY ALL CONDITIONS AN DIMENSIONS AT THE JOB SITE BEFORE COMMENCINGANY PORTION OF THE WORK: COMPARE ACTUAL CONDITIONS WITH DRAWINGS MASCERTNN CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED, CHECK AND CONFIRM LOCATION OF EXISTING STRUCTURES. EQUIPMENT, AND UTILITIES WHICH MAY AFFECT WORK COMM ENCEMENTOF WORKSUALL CONSTITUTE FULL ACCEPTM'CE OF E %ISTING SITE CONDITIONS. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE CITY ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 10. THE CONTRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD WORKERS AND THE GENERAL PUBLIC FROM INJURY DURING THE ENTIRE TIME OF CONSTRUCTION: MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNER THROUGHOUT THE COURSE OF WORK AND NOT BLOCK LEGAL EXITS OR ENTRANCES, LEAVE WORK AREA CLEAN, FREE O- DEBRIS AT THE ENO OF EACH DAY', AND COMPLY WITH ALL APPLICABLE CODES. 11, ALL CONCRETE AND ASPHALT CONCRETE PAVEMENT TO BE REMOVED SHALL BE REMOVED UTILIZING A SAW CUT (MINIMUM CUT DEPTH 1 IN ANDAM OTHER METHODS ASAPPROVED BY THE CITY ENGINEER. 12 THE CONTRACTOR SHALL ADJUST ALL UTILITY VALVE BOXES. MANHOLES, ETC. TO GRACE OEM COMPLETION OF PAVING. CONCRETE PAVEMENT SHALL BE USED TO PATCH AROUND RAISED UTILITIES IN CONCRETE STREETS. ASPHALT CONCRETE PAVEMENT W ASPHALT CONCRETE STREETS. 13. TH E CONTRACTOR SHALL REPLACE IN KIND, TO THE SATISFACTION O THE CITY ENGINEER, ANY PAVING, CURB ANO GUTTER OR OTHER IMPROVEMENTS CUT, REMOVED, OR DAMAGED IN CONJUNCTION WITH THIS PROJECT 14, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE.. AND COMPLETE R ESPONSIBILITY FOR JOB SITE CONDITIONS WRING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTMUOUSLY AND NOT BE LIMITEO TO SUNNI WORKING HOURS'. AMC THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFYAND HOLD THE CITY THE CITY ENGINEER AND THEIR REPRESENTATIVE. HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR TASILINARISING FROM ME SOLE NEGLIGENCE OF THE CITY OR THE CITY ENGINEER 15. THE CONTRACTOR SHALL PROVIDE OUST CONTROL AND TRAFFIC CONTROL AT HL TIMES TO ME SATISFACTION OF THE CRY ENGINEER AND SHALL BE IN COMPLIANCE AOMO. RULE 4W FOR VALf1YMANAGEMENTDISTRICT M, BOOM COAST AIR) ( ) MITIGATING OUST CONTROL. ML BARRICADES WITH FLASHING UNUTSPRE TO BE MAINTAINED ON ALL OBSTRUCTIONS WITHIN EXISTING STREET FIGHT-IRE E WAYS AT ALL TIMES. CONSTRUCTION WARNING SIGNS AND FLAGMEN ARE TO BE PRESENT AT THE JOB SITE. 17. OEM COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE INCURRED SEE TO HIS OPERATION. IT THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE NERT AT (WHO 422J133 TWO (2) DAYS PRIOR M BEGINNING WORK. 19. ABBREVIATIONS INDICATED ON ME PLANS$HALL BE IN ACCORDANCE ME SECT 13 OF THE ITPECIFIGMENS'. 20. CIRCLED NUMBERS (FOR EXAMPLE. OREEER TO CONSTRUCTION LEGEND NUMBERS. LIST OF STANDARD DRAWINGS • STANDARD FEARS FOR CONSTRUCTION OF LOCAL STREETS AND FOODS JULY ME (STATE OF CALIFORNIA). • STANDAADPLANSFORPJBLIOWORSTGONSTRUCTION- M2E07IONAMERICAN PUBLIC WOWS ASSOCIATION - SOUTHERN CALIFORNIACAAPTER R E V I S I O N S CITY OF KOSEMEA MISSION DRIVE STREET RESURFACING PROJECT FROM ROSEMEAD BLVD. TO VALLEY BLVD PROJECT NO 21015 NOTICE TO CONTRACTOR(S) 1 ALL AVAILABLE RECORDS FROM ME CRY AND UTTI COMaABLE3 I NVOLVED HAVE BEEN INVE5TIGATEO AND ALL KNOWN UTlln SCHOOLS AND SUBSTRUCTURES ARE SHOWN HEREON. ITSHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITY MHOUITE AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE LANG. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR ANDING REPLACEMENT OF SAID UTILITY CONDUITS AND SUBSTRUCTURES DAMAGED BY HIS OPERATION IN CONNECTION WITH THE LIMITS OF THIS ANT IECi. 2. EXISTING UTILITIES SHALL BE MAINTAINEDINPLACE BY THE CONTRACTOR, UNLESS ONREGAIDS NOTED. RELOCATION OR R EMOVAL OF ANY EXTENT NO UTILITIES NOT COVERED BY THESE PLANS SHALL BE PERFORMER BY OR UNDER THE DIRECTION OF THE RESPECTIVE UTILITY OWNERS AT ME EXPENSE OF THE CONTRACTOR. 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OFA1L, IF MY, EXISTING SURVEY MONUMENT$, 4. THE CONTRACTOR SHALL POSSESS A VALID STATE CONTRACTORS LICENSE AND TOM L BE REQUIRED TO POSSESS A VALID CITY BUSINESS LICENSE WHILE PERFORMING WORK ON THIS PROJECT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTNNING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF MY WORK COVERED BYTHESE PLANS. G. THE CITY SHALL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORI2EO CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PROJECT EINGINEER PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AIMILABLERECORIDS. TH ECONTRACTORISHEOUIREDTOTAKEWE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND MY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE - OCCUPATIONAL SAFETY AND HEALTH REGNATION' OF THE US DEPARTMENT OF LABOR, MB THE STATE OF CALIFORNIA DEPARTMENTOF INDUSTRIAL RELATIONS' CONSTRUCTION SAFETY ORDERS' THE CITY ENGINEER SHALL NOT BE RESPONSIBLE IN ANYWAY FOR THE CONTRACTORS ME SUBCONTRACTORS COMPLIANCE WTH THE 'OCCUPATIONAL SAFETY AGO HEALTH REGULATIONS' OF THE US. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFEARDA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS' CONTRACTOR FURTHER AGREES THAT HE SMALL ASSUME SALE AND COMPLETE RESPONSIBILITY FOR JOB ME CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REOUIREMENT SHALL APPLY CONTINUOUSLY ANY NOT BE LIMITED TO NOLMAL WORKING HOURS: MID THAT ME COMPACTOR SHALL DEFEND, INDEMNIFY AND H0.0 THE OWNER ME TIE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WIND TIE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FEE LISP UTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR TIE ENGINEER. [KiPf�:7�i1C�7 7�CH��� 1. COITRACTORSRALL PROVIDE ALL NECESSARY MEANS TO AVOID THAWING ASPHALT OIL CN EXISTING ASPHALT PAVEMENT OR C OVCRETEPAVEMENTDURMGOPERATIONS. SEETECHNICAL SPEC OVATIONS FOR CONDITIONS. 2. CONTRACTOR SHALL PROTECT IN PILAFF ANY MAIL BOXES. IRRIGATION SYSTEM ELECTRICAL CONDUIT, CABLE CONDUCT OR FULLY LINE. IF DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL REPLACE IN KIN.. 3. CONTRACTOR SHALL ADJUST TO GRADE MY PULL60XES AFFECTED BYTHISIMPROVEMENT . IFPULLBOXES(WATER GAS. ETC) ARE DAMAGED CONTRACTOR SHALL REPLACE THEM IN KIND. A, CONTRACTOR ENALL POTHOLE TO VERIFY LOCATION AND DEPTH OF UFILITIES. 5. CONTRACTOR SHALL PROTECT RELOCATE OR REPLACE IN KIND EXISTING IRRIGATION SYSTEM (PIPES, HEADS, ETC) AS NECESSARY 6. CONTRACTOR SHALL BACKELL AND RESEED LANDSCAPE AS N ECESSARY FOR LANDSCAPE AREAS AFFECTED BY THIS IMPROVEMENT . 2. CONTRACTOR SHALL COORDINATE LAYOUT OF AC REMOVALS WITH PUBLIC WORKS INSPECTOR. B. THE CITY WILL LAYOUT THE PRECISE LOCATION OF ALL CONCRETE PAVING ME OTHER IMPROVEMENT5 SHOWN ON ME PLANS, THESE IMPROVEMENTS A5 SHOWN MAY VARY SLIGHTLY AS TO LOCATION. CONTRACTOR SHALL BE RESPONSIBLE FORT CONSTRUCTION AND QUANTITIES AS MARKED OUT BY TIE CRY. 9. CHOMASTON SHALL INSTALL TEMPORARY ASPHALTIC CONCRETE PAVEMENT AS INDICATED BY THE ENGINEER OR INSPECTOR THE ENGINEER OR INSPECTOR SHALL OF PERMENE THE EXACT LOCATION WHERE TEMPORARY RESURFACING WILL BE NEEDED, ME CONTRACTOR SHALL NOT MIX TEMPORARY ASPHALTIC CONCRETE WITH PERMANENT ASPHALTIC CONCRETE, PORTLAND CEMENT CONCRETE. EARTH OR OTHER MATERIAL S THAT ARE TO BE REMOVED FROM THE SIZE. ALL COSTS INVOLVED IN COMPLYING WITH THE ABOVE REQUIREMENTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR CLEARING AND GRUBBING. R E F E R E N C E S CONSTRUCTION NOTES I� -CO/D Ml(L 2 - /NCH MUCK EXISANG PACIDDI a- CONSRUCT 1.5 /NON /HICK PAVEMENT ARNM -CC -C (PG- 64 -16) OVER 1 - /NCH ASPHALBC LEVELING COURSE Ol PG 64 -10 ]-REMOVE DISPOSE,, AND CONSTRUCT 4 -/NCH (HICK PCC SIDEWALK PER SPPWC 50.. PUN I1J -2 4o- REMOVE, OISPOSC AND CONSTRUCT PLC ORIFEWAY APPROACHES PER SPPWC SIB PLAN 110-1 Sa- REMOVE &SPOOF AND CONSTRUCT B INCH CURB IF 24 /NCH WT)FR ASK SPPWC SM PLAN 120 -2 o- REMOVE, DISPOSC AND CONSTRUCT PCC CURB RAMP PER SEEMS AD PLAN PI -4 (D- ADA/ST MANHOLE !FAME AND COVER TO TRANS PER SPPWC SD PLAN 205 -2. Bo- AD,.VST EXPAND WATER /GAS VALVE CAN AND CODER TO cwADE. (D-WI SURVEY WELL MONUMENT PEE CITY OF ROSEMEAD so.. PLAN SOB-00I. 1O PROTECT IN PLACE 11 TO BE AO✓USTED BY DRIERS CONTRACTOR SHALL CONTACT ACT Q4 SCE 12 PROC£6T IN PLACE EMSPNG 1N- PAIEMENT fU5H/NG [ROSS WALK 13 /NSCALL RAISE) TRUNCATED SOME AND SEEKS GUTTER LIP SHEETINDEX SHEET PENCE SHEET DESCRIPTION 1 OF 5(T11- .- ......... TRUE SHEET 2 OF 5 (C1) ................ CONSTRUCTION RAN LAYOUT 3 OF 5 (02)__. ____CONSTRUCTION RAN LAYOUT A OF 5(SiT.... _... _. STRIPINGSHEET 5 OF 5 (52).,..,...... _. STRIRNGSHEET NOTE TO CONTRACTOR FOR CONSTRUCTION OF IMPROVEMENTS THE CITY WILL LAYOUT THE PRECISE LOCATION OF ALL CONCRETE AND OTHER IMPROVEMENTS SHOWN ON THE PLANS. THESE IMPROVEMENTS AS SHOWN MAY VARY SLIGHRY AS TO LOCATION. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND QUANTITIES AS MARKED OUT BYM E CITY CITY OF ROSEMEAD ELM FAR&Y Br APR<OVEOBY Lvm xmVSrAb.1N0 1114 1591 E PHONE (951) 270 I TV 0 CPPQ IA CA FAC COMIN CSI TRIN Y]881 (01) 2)8 -1110 1 ADAMS RANCH MUTUAL WATER CO. 1M2 CRY ENGINEER 121-2 ?ODENSE CIMMUSTIC (NAA FFTNXS 13D1 OATS gDERMI W GGRANDAVE. ROSEMEAV.CA91770 LOCATION MAP FITS UTILITY TITLE WATER GOLDEN STATE WATER CO. 1114 HOE. LIVEOAKAVEN UEARCA TIFCASTWE I TV 0 CONTACT. CARTEL GOMEZ DAFA4661T6 1182 ADAMS RANCH MUTUAL WATER CO. 1M2 P O. BOX 6041 ROSEMEAD. CA 91170 121-2 ?ODENSE CIMMUSTIC (NAA FFTNXS 13D1 CALI E DANIA AMERICAN WATER OFF. 135-2 W GGRANDAVE. ROSEMEAV.CA91770 TCK2 LOUIE ROPER) STES 2124340 3061 SAN GABRIEL COUNTY WATER DISTRICT SIALAT 83%E. GRANO AVENUE ROSEMEAD. CA 91220 STEVEN TERRA(SCAT ACTUAL SAN FIAT VALLEY WATER CO. 11142 GARVEY AVENUE EL MONTE. CA 917M LVI S MONTENEGRO(626I 44881$3 %252 SCE 1WO POTRERO OWNOORIVE MONTEREY PARK. CA H IRE CONTACT GUMS BERMUDEZ (LOT "NATAC SCG THE GAS COMPANY GCAKDALE CONTRACTILE CA913112511 CONTACT MICHAEL BUENAS (714) SEA 72M CHARTER 4781 IRWINDALE AVENUE IRWANDALE, CA 917M COMMUNICATIONS CONTACT JESSE GONZALES (636)4303570 Al 8053 GRAND AVENUE ROSEMEAO CA ADDS CONTACT: STEVE GILLESSE R OMB282193 a PLAN ND. TITLE 1163 ADVERSE APPROACHES 1114 OCRs RAMP I TV 0 CUR06510EWALKJOIMS 1182 SIDEWALK AND DRIVEWAY REPLACEMENT 1M2 CURB AND MILLER 121-2 CROSS AND LONGITUDINAL GUTTERS 13D1 CONCRETE PAVEMENT REPLACEMENT 135-2 ASP FACT CONCRETE PAVEMENT REPLACEMENT TCK2 BETTER MANHOLE ADJUSTMENT 3061 MANHOLE RAISING SNOB SIALAT SURVEY WELL MONUMENT MISSION DRIVE STREET RESURFACING PROJECT CONSTRUCTION PLANS FRO ROSEMEAD BLVD. TO VALLEY 8L\ CITY OF RO SEMEAI:> DWG. N0, T1 SHEET 1 OF 5 MISSION DRIVE TYPICAL SECTION NTS su Ao ROSE EAO AUg21NUM RICH Sw000 I i 0 / w 50' 2 n.w MISSION ®R MISSION DR UT 0 O 8 0 4100 C hm + R1W nm Qf W N= 2 ZN jW 8 u Q 6 3 LEGENDS crtv °FaGSE "`- R/W m -"m MISSION DRIVE STREET RESURFACING PROJECT a j. — R E F E - =° - - - --- "' �R/W - - - - --- - - - - - -- a ju 'O —s MISSION DRIVE ✓®'n, ......_......._._ter. -� b ® - - CONSTRUCTION PLANS C-1 e d. Lb9o,' N OA "29m `A" (01) 276 -4110 a ROSEMEAD BLVD TO VALLEY BLVD crtr E°GWeEP ♦ C 1 R °tom o .. yrm' CITY OF ROSE=-ME=-A[:) PNG ®ql. / 09M0 -. : fMOT .:.GIb6 :. 6Lfb 6TN T 61.W (n O :.. .. .:. .:... Lu J W 2 2 ca ri w v , r' �r , — __ Lu __ : v ;. R� :. 7 B .. 10 -B/W m V N Ih' \\ e a n o k 1 c „ y h M m y 9104 Q ,a° 4 � jI 5 4 � 3 t 5 70 �9 z MISSION OR I i 0 / w 50' 2 n.w MISSION ®R MISSION DR UT 0 O 8 0 4100 C hm + R1W nm Qf W N= 2 ZN jW 8 u Q 6 3 1 RORIIEAO Mpl 9063 k h P P90, ` 4 � 6fi 18 ,••` j9 O LEGENDS crtv °FaGSE "`- ELM FARAK INC ar � MISSION DRIVE STREET RESURFACING PROJECT a —R —T R E F E cma,� 'O —s MISSION DRIVE ✓®'n, ......_......._._ter. -� Nh ® - - 1 RORIIEAO Mpl 9063 k h P P90, ` 4 � 6fi 18 ,••` j9 O R E N C E S crtv °FaGSE "`- ELM FARAK INC ar � MISSION DRIVE STREET RESURFACING PROJECT DWG. No. •R E V I S 1 O N S R E F E cma,� 'O Ny) MISSION DRIVE hb Nh 1623L.9fRiYL1mw RHw6(9R99964)m 3i]9d CONSTRUCTION PLANS C-1 e d. Lb9o,' N OA "29m `A" (01) 276 -4110 -a ROSEMEAD BLVD TO VALLEY BLVD crtr E°GWeEP ♦ C 1 R °tom CITY OF ROSE=-ME=-A[:) SHEET 2 OF 5 1 RORIIEAO Mpl 9063 k h P P90, ` 4 � 6fi 18 ,••` j9 O N Ny) N hb Nh m k M1W k e d. 2 2 I U 9149 .... 902 CONSTRUC77ON NOTES Io-COLD MCLL 2 -I110H THICK EMSRNG PAVEMENT CONSTRUCT 15 INCH THIC! PAVEMENT ARHM -CC -C COURS OY£R 1 -INCH ASPHAC RL LEVELING CWFSE 01 PG 64 -10 o-REMO L£. DISPOSE. AND CONSTRUCT 4 - /NCH RIICK PCC SIDEWALK PER SPPW S1D PLAN 113 -2 o-REVOWE, DISPOSE; AND CONSTRUCT PCC ORl{EWAY /� APPROACHES PER SPPNS STD PLAN 110 -2 I o o-REMOVE. 0 /SPzY;c ANO CQNSRN/CT 6 INCH CURB A, 24 INCH CUTTER AW SALDC SID. PLAN 120 -2 Scale 1 = 60' O5 - REMOVE. DISPOSE, AND crosmOCT PCC CURR RAMP PER SPPW STD PLAN 111 -4, O -AOXST MANHOLE FRAME AND COYER TO WADE PER SPPWC SID PLAN 205 -2. B� -ROAST EX/SANG WATER /CAS VAL AT CAN AND COYER TO CFAOE. go- INSTALL SURVEY MEL MONUMENT PER CITY OF ROSEMEAD SID PLAN S06-001. t° PROTECT IN PLACE & m BE AOXSIEO BY ORRPS CONRTACTPP SHALL CLWTACT ATT OR SCE 12 PROTECT IN PLACE EXISPNC IN- PAVEMENT FLASHING CROSS WALK, I.l INSTALL RAISES TRUNCA RD OdAE AND GRIND , DUMP LIP GVp' a' CONSTRUCTION NOTES (D -CaO MILL 2 -INCH PE(X EM5PNG PA 4EM£NT 2o-IXW5]RUCT 1.5 INCH IHICK PAVEMENT ARFM -CG -C (PC- 64 -I6) OI I -INCH ASPHALBC LEKLNC COURSE Dl PG 64 -10 o-REM012, DISPOSE, AND CONSTRUCT 4 -INCH THICK PCC 3D£WALK PER 5PPWC 50 PLAN HJ -2. 4) REMOVE. DISPOSE AND CQMSIRUCT PCC DRIVEWAY APPROACHES PER SPPWC SID PLAN 110 -2. So- REIAOVE. DISPOSE AND CONARUCT B INCH CURD & 24 INCH CUTI£F PER SPPWC SID. PLAN 12O -Z REMOVE. OI5P05E, AND CONSIRUCT PCC CURB RAMP PER SPPNC' 50.. PLAN 111 -Q. ]a-AB. Sr MANHOLE TRAMS AND COVER TD GRADE PER SPPR9 SID PLAN 205 -2. o- AlMbST EXISDNC WATER /CAS ✓ALW CAN AND COVFR TO ORADF Og - INSTALL SURVEY WELL MONUMENT PER CITY OF ROSEMEAD S@ PLAN S06-001. ID PR UECT IN PLACE 11 TO B£ ADX5IE0 BY 0BHWS OWWA07M SHALL CONTACT AIT OR SCE 12 PROTECT IN PLACE EKISnNC IN- PAVEMENT FLASHING CROSS WALK. 13 INSTALL RAISED TRUNCATED DOME AND GRIND CUTLER LIP 936J E N C E S ttOFRO �° 4102 at MISSION DRNE STREET RESURFACING PROJECT owc. No. R E V I S I O N S R E F E R a o o ev (19R. & 9R4PC H5&�dW mffi° m N ' 93 � ,L1N1(i®DAEP MISSION DRIVE ] 15v L�eExm uvEewmEa (ofii)eae -onz ��>rl CONSTRUCTION PLANS g LQM1U.4A. G DPBBI FAX (951) 2J 110 ROSEMEAD BLVD TO VALLEY BLVD rE , HEM Am „ ., C , AF 9J11 ii z nmra 9F CAl \f4s CITY OF ROSEMEAD SHEETS (W 5 OA>E EF 8 � m Rte N i "1 R/W h ry 9 Z + B f 7 , 5 3 F 5 7 CEMETARY RR xromr 3 5 J MISSION DR M ISSIO N p CONSTRUCTION NOTES (D -CaO MILL 2 -INCH PE(X EM5PNG PA 4EM£NT 2o-IXW5]RUCT 1.5 INCH IHICK PAVEMENT ARFM -CG -C (PC- 64 -I6) OI I -INCH ASPHALBC LEKLNC COURSE Dl PG 64 -10 o-REM012, DISPOSE, AND CONSTRUCT 4 -INCH THICK PCC 3D£WALK PER 5PPWC 50 PLAN HJ -2. 4) REMOVE. DISPOSE AND CQMSIRUCT PCC DRIVEWAY APPROACHES PER SPPWC SID PLAN 110 -2. So- REIAOVE. DISPOSE AND CONARUCT B INCH CURD & 24 INCH CUTI£F PER SPPWC SID. PLAN 12O -Z REMOVE. OI5P05E, AND CONSIRUCT PCC CURB RAMP PER SPPNC' 50.. PLAN 111 -Q. ]a-AB. Sr MANHOLE TRAMS AND COVER TD GRADE PER SPPR9 SID PLAN 205 -2. o- AlMbST EXISDNC WATER /CAS ✓ALW CAN AND COVFR TO ORADF Og - INSTALL SURVEY WELL MONUMENT PER CITY OF ROSEMEAD S@ PLAN S06-001. ID PR UECT IN PLACE 11 TO B£ ADX5IE0 BY 0BHWS OWWA07M SHALL CONTACT AIT OR SCE 12 PROTECT IN PLACE EKISnNC IN- PAVEMENT FLASHING CROSS WALK. 13 INSTALL RAISED TRUNCATED DOME AND GRIND CUTLER LIP 936J E N C E S ttOFRO �° � FARAK INC at MISSION DRNE STREET RESURFACING PROJECT owc. No. R E V I S I O N S R E F E R a o o ev (19R. & 9R4PC H5&�dW mffi° m � ,L1N1(i®DAEP MISSION DRIVE 15v L�eExm uvEewmEa (ofii)eae -onz ��>rl CONSTRUCTION PLANS C LQM1U.4A. G DPBBI FAX (951) 2J 110 ROSEMEAD BLVD TO VALLEY BLVD rE , HEM Am „ ., C , AF z nmra 9F CAl \f4s CITY OF ROSEMEAD SHEETS (W 5 OA>E EF L �V�jo GENERAL NOTES AN mmi^a -1 pave , m nays .b ee Me /e+pwsmmn or (/re [ one +non — , — g4 am/ es M me Ma zaW orcran+ sarwrd s aria //. app, eenr¢ o me IOtl [aMwnra MUICO S hr aY rthrtnms m Gera /h w //gores tMUm Mrewy re /e/ b rM May Htl5 Onnn+ SfsnWM pens A MAAZNO mdA144]tE 1,11 1 - nmwnun +can ,rar ee dme .,Mw r/,z unerm mpruwr or me ory 1, 3. pub& Wwh s lnsttRw, w de+lgnee. AN KEIG G(.(ra Mrg and 4¢ bpur inaN b< M+pMM Cebre '++a /la+arr. [ rM hc2 Ham �w a( kas( .V rvwm m .WZna be /we ramp4(irg Me /spur. Trve<iry Fgmrm-wde+gr�ee mw(Nnp/meanv[Mryes due ra p/an dssreprzMwremmm. rre vMMS +MN be measure✓ bnreen (M1e [mhr Nnv W <aN arlyan( +irrgk d GwNe i(ripe w mp A oRrurb a+appropNafe. AN /one . 11 appnarne+ a^e d11-1e + +naN egn aM erM rvtM1 so her or m+MOaur raheeparememmariw+ S AN+/rpiry Gels /µ [muw+fls. nmR NmsaMpawmm/marimgs+lupMfhem ylazrk. All [ur0 mariXigs shah M palnlM xrM (w [aa4 a/ {aNL !on(rMpr anal/ W/Hn written apprpva/ /mm (/rclnspe[(wpAwbappiyiry+[mndma ( o{painr. 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[wrta[M iM1a // be rerpm+ibk ro aC1in a mnf /im {mm Me Gry Msynfor regvOrrg /M urg mMrton u{ Me m.rwe Lgn(rvy rysrem p�ry b (M s(M d Me � l/ /M mibMm !+/h b obfa /n /he M rofiMafbry (rim Me mnea[M +MN be Wek /m al/ rash a[[etlartA wkM1 /he rcpb[emen/a /M^lmruf ✓Y/htnysyRem R E V I S I O N S 50' TYPE G 6' (iYPJ 4' UNITE STRIPE ➢iRELTION OF TRAVEL DETAIL 'B' INSTALL LINES AT INTERSECTIONS PER OEIWL f, '. R E F E R E N C E S 111 MPRO 1: CITY P.GINS. OATS CONSTRUCTION NOTES O BREAK LINES AT MAN DETAIL PER UE�L 4 B WGE O INSTALL NEW TRAFFIC LOOP AND SPLICE IN PULL BOX �J INSTALL CALIRANS DETAIL 3& ® INSTALL I E IV (L) ARROW PER CAL TRANS SIG PLAN A24A. F& INSTALL PAVEMENT LEGEND AS SHOWN. O INSTALL BLUE RAIEEO PAWRO/F MARKER © INSTALL CAL )FANS DETAIL 22. 11 INSTALL 12" WIDE Y OW CROSSWALK AS SLOW, !J INSTALL B" YELLOW RAISED PAVEMENT MARKER TO REPLACE EXISRNG !B imwo E EXrSRNC RED CURS BY MET SANDHLASRNG. 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