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HomeMy WebLinkAboutR_5659_S~-, /'" -~-'\. ~ il --j ·, I r,J i r\ \ ' ' ' l ' , I , I ! j V l , I ; j r-·, PUBLJIC WORik(S DEPARTMENT JAMBOREE ROAD FROMl FORD ROAD TO RrEHAB~L~TA7r~ON SOUTH BR~STOl STa C~2901 FEDERAJL PROJECT NOc STPLN-5151 (001) 1/ CITY OF IRVINE SYMBOL LEGEND ~-------·-----·--------~--·----- lf1\ \ /_J\..J '.'\ rt) ; r1j-1 I • , r, '\ ! I , 1 l i t : l ·-· ' . ) 7 r ' ' I I I ! ' L:),--• ' ' ' APPROVED: .;_: lLOCATUOlNl MAP --0-POWER POLE 0 MMNH0LE tr FI RE HYDRANT D METER 80X --0-----VRLVE POWER POLE ANCHOR A LJ MONUMENT -x-x-x-FENCE 0 BL0CKWRLL TREE SHRUBBERY ASPHALT PAVEMENT CONCRETE ~~L////L/a BUILDING EX I ST I NG C0NSTRUCll ON PROPERTY LINE NEW CONSTRUCTION ---Ci_------CENTERLINE -• • • --8 ··-•• SEWER L I NE -----W-----WATER LINE ---G----GAS LINE ---E --POWER LI NE -TEL-TELEPHONE LINE -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM b STREET LIGHT rwa STREET RECONSTRUCTION I ·~,--,.-.<-'/ '"'""'""~~,/ \"~-.,✓ t_, L) (I:,'---REMOVE EXISTING STREET SECTION ANO SUBGRRDE AND REPLACE WITH l l.5" THICI< R.C, ilRSE COURSE OVER COMPRCTEil SUBGRRDE. ,.-;:;\_ COLD PLRNE 5' MINIMUM WEDGE (2" BELON EXISTING EDGE OF GUTTER \:;.,i •• ANO EXISTING A.G. PAVEMENT) RS SHOWN ON SHEET N0.1. CRACK SERL EXISTING PAVEMENT. CONSTRUCT ASPHALT CONCRETE LEVELING COURSE, AS NEEDED. INSTALL REINFORCED PAVEMENT FABRIC OVER EXISTING PAVEMENT 111TH 5' MIINIMUM OVERLAP ALONG EDGES OF RECONSTRUCTED PAVEMENT SEGT!0NS. EXCEPT ALONG EDGE OF P.C.C. GUTTER. IN flO0ITI0N. EXCLUDE REINFORCED PAVEM~NT FABRIC OVER COLD PLANED ASPHALT PRVEMENT AS SHOWN ON PLANS. ©-CONSTRUCT 2 " TH! CK 11. C. OVERLAY. 0-R □JUST EXISTING UTILITY (I/ATER VALVE. s.s.c.o.·. SURVEY MONUMENT. AND SEWER AND STORM DRAIN MANHOLES) FRAMES RNll COVERS TO FIN I SHED GRH□E PER CNB STD-111-L. STD. -116-L. STD. -511-L. ©-lNSifficl TRAFFIC STRIPING. PAVEMENT r-'dlRK!NGS. AND RAISED . HVtJ ,,_NT MRRl(ERS. @-sRWCUT INTERIOR FACES OF EX. GRATE INLET 1.ATGl BASIN li9LLS TO 1-1 /2" DEPTH AND CH IP TO REMOVE PORT I ON ABOVE SRWCUT. iJR I LL !' DIR. X 8' DEEP HOLE RT 18' MAX. O.C. INTO WALLS, AND GROUT IN 6' X m· DOWELS WITH POR-ROK OR QlJICK-·ROI<. EMBED DOf.ELS a· MIN. INTO RECONSTRUCTION OF GRATE INLET PER CNB STDS.-312-L P.ND -316-l. TO JOIN NErl PAVEMENT FINISHEll GRADE. THE C0NTR.RCTOR SHALL REPRIR DAMAGED AND BENT GRATES RND FRAMES PN!l SHALL INC0RP0RRTE THE SAME INTO GRATE INLET RECONSTRUCTION SUBJECT TO THE ENGINEER'S PRIOR INSPECTION ANO APPROVAi.. @--REPLHCE EXISTING TRAFFIC LOOPS. @-REMOVE EXISTING P.C.C. LOCAL DEPRESSION AND CONSTRUCT P.C.C. LOCAL DEPRESSWN PER RPPI.ICABLE PORTION OF CNB STll.-304-L. TO JOIN NEW PAVEMENT FINISHED GRADE. @--· REMOVE LOOSE OR OELflM i NATED ASPHALT CONCRETE PAVEMENT RS NEEDED. @--REMO~E EX~ sn NG P. c ~. s I DEWALK AND REP.LACE w I TH P ~-c ~ s I D~0L: PER LNB S,D.-180-L, nS SH0HN ON SHT. NO. ! , TYPICR~ ScCTI0N D . @-REMOVE EXISTING P.C.C. CURB AND GUTTER AND REPLACE WITH TYPE "A' rn•• C.F.) P.C.C. CURB AND GUTTER OVER B" A.E. PER CNB STD.-182-L, RS SHONN ON SHEET NO. l . @)-REMOVE EXISTING P.C.C. MEDIANaCURB ANO GUTTER AND REPLRCE WITH MODIFIED TYPE 'B" P.C.C. CURB WITH VARIABLE CURE FRCE OVER 8" R.B. PER CNB STD.-182-L, RS SHOWN ON SHT. NO. I. @-coNSTRUCT 4' THICK STAMPED CONCRETE RS S110WN ON SHEET NO. L EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1 • BOOJ • 422·4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CR!.I FORN IR ED I SON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BERCH (PUBLIC UTILIT!ESl COUNTY SANITATION DISTRICTS COMCAST CAB LEV 1· SI ON COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT NUMBERS 634-0251 095-0221 611 844-3011 962-2411 542-0222. AFTER 6:00 PM 642-3875 720-4040 1-800-422-4133 0 RLL WORK DETAILED ON THESE PLANS TO BE PERFORMED u'NOER CONTRACT SHALL. EXCEPT RS OTHERWISE STATED IN THE CITY'S STANORH□ SPECIAL PROVISIONS. OR IN THIS CONTRACT'S SPECIPL PROVISIONS, BE CONSTRUCTED IN ACC0R!JRNCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,' 1991 EDITION. ANlJ CRLTRRNS STANDARD SPECIFICATIONS 1988 EDITION, ® RLL EXPOSED CONCRETE SURFACES SHRLL CONFORM IN GRADE. COLOR. DIMENSION. AND FINISH TO ADJOINING IMPROVEMENTS. 49· & VARIABLE ANCHOR r-------18 12>-----I S------©------- 3 12;------1 1 . s· , I (18) r::;",5' 2' R c tA.C. LEVELLING AS SHOW~ 15 r· -·--7 OVERLAY 7 r NECESSARY~ 2' ----'2_J-1 • • COURSE AS ON PLAN, L ,< ".'· . . . ,MAINTAIN EX. ', •.. ,--.,,t; t CURB HE I GHT 0-1/2' LIP- R.B: ---7 EX. A.G. J SURFRCE..1 I 4s----' I AS SHOWN ON PLANS EX, 3-518' R.C, TO 8-114" A.C, _J OVER O' R.B. TO 21-112' A.B. (SUPERELEVATEO SECTIONS RN□ TRANSITIONS) DATE: rn· & VARIABLE NTS 2' X 3' GRRTE S!EC7r fl OlNI fl !NllL IET DIET A U lL N.T.S. 48' & VARIABLE (2' R.C. OVERLAY I /-R.C. LEVELLING COURSE . RS NECESSARY 0-1/2' LIP. • N I • I -/ >-------+----< 1 --· --~- '-,../ '-'-'' ~·-c;; AS SHOWN ON PLANS I TV!P □CAlL (CROHN SECTION} EX. 3-518' A.C. TO 8-l/4" R.C. _/ OVER O' R.B. TO 24-lr2' R.B. NTS 10· I!, VARIABLE ~ /Rs SHOWN / ON PLANS j_ R-5859-S SHT. 1 OF 6 l i i 0 ... ;~ .-...) l , ln \ G". \ . \ ,i(Ji l (/) ' I I j 0--~EMOVE EXISTING STREET SECTION RND SUBGRRDE AND REPLACE ~ITH 11.5' THICK A.C. BASE COURSE OVER COMPACTED SUBGRADE. @)·-COLD PLANE 5' MINIMUM WEDGE (2" BELOW EXISTING EDGE OF GUTTER AND EXISTING R. C. PAVEMENT) AS SHOWN ON SHEET NO. l. CRACK SEAL EXISTING PAVEMENT. CONSTRUCT RSPHRLT CONCRETE LEVELING COURSE. AS NEEDED. INSTALL REINFORCED PAVEHENT FABRIC OVER EXISTING PAVEMENT WITH S' M!INIMUM OVERLAP ALONG EDGES OF RECONSTRUCTED PAVEMENT SECTIONS. EXCEPT ALONG EDGE OF P.C.C. GUTTER. IN ADDITION. • EXCLUDE RE I NFORCED PAVEMENT FABR I C OVER COLD PLANED ASPHALT ·• PAVEMENT RS SHOWN ON PLANS. CONSTRUCT 2' THICK R.C. OVERLAY. ADJUST EXISTING UTILITY (WATER VALVE. S.S.C.O,. SURVEY MONUMENT. ANO SEIIER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CNS STD.-111-L. STD-118-L. AND STD.-511-L ®-INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS. @)-sRNCUT INTERIOR FACES OF £X." GRRTE INLET CATCH BASIN WRLLS TO 1-1/2" DEPTH AND CHIP TO REMOVE PORTION ABOVE SRWCUT. DRILL 1' DIA. X 8' DEEP HOLE AT 18' MAX. O.C. INTO HALLS, ANO GROUT IN G' X 16" DOHELS WITH POR-ROK OR OUICK-ROK. EMBED DOWELS 8' MIN. INTO RECONSTRUCTION OF GRATE INLET PER CNB STDS.-312-L RND -316-l. TO JOIN NEW PAVEMENT FINISHED GRADE. THE CONTRACTOR SHALL REPAIR DAMAGED AND BENT GRATES AND FRAMES AND SHRLL INCORPORATE THE SRME INTO GRATE INLET RECONSTRUCTION SUBJECT TO THE ENGINEER'S PRIOR INSPECTION AND APPROVAL. I @-REPLllC£ EXISTING TR'lFFIC LOOPS, @--REMOVE EXISTING P.C.C, LOCAL DEPRESSION AND CONSTRUCT P.C.C. LOCAL DEPRESSION PER APPLICABLE PORTION OF CNB STD.-304-L. TO JOIN NEH PAVEMENT FINISHED GRADE. ®-REMOVE LOOSE OR DELRMINRTED ASPHALT CONCRETE PAVEMENT RS NEEDED. @--REMOVE EXISTING P.C.C. SIDEWALK AND REPLRCE.~ITH P.C.C. SIDEWALK PER CNB STD.-180-L, RS SHOWN ON SHT. NO. i, TYPICAL SECTION 'B". @-RE~OVE EXISTING P. ~-C. CURB, mp GUTTER ~ND REPL5c{ WITH TYPE "R' (8 C.F.) P.C.C. CURB AND GUTT~R OVER 8 R.B. PtR CNB STD.-182-L, ON SHEET NO. !. ®-REMOVE EXISTING P.C.C. MEDIAN CURB ANO GUTTER AND REPLACE WITH MODIFIED TYPE "B" P.C.C. CURB WITH VARIABLE CURE FACE OVER B" A.B. PER CNB STD.-182-L, RS SHOWN ON SHT. NO. L @-CONSTRUCT 4' THICK STRMPEU CONCRETE AS SHOWN ON SHEET NO. l. i J b~[BO~lE [E J AMLBOR lE lE ·' .. DAiE BY I N()R'THAMP'fON DR I VE /"-"\ .---..... I I ... ·. I I l ~--/ I : I l I I\ ! / " r t L \ ' '· "\ I ... ; \ , r\ "\ ' _.., C'J) i I J \ Ir,\ L_:'_) _,.f ,.._,~ , .... DESCRIPTION r· I I ! , , I I "uJ w '"\ ' ' ' r1 u i I I \7 , __ , .. ...,,, f1Pl'R0VEO t2.CJ.tul PUBLIC WORKS DIRECTOR R.C.E. NO, 12806 OAff If 4l -Ci 1.. APP'D. DESIGNED GW DR9\iN .. C-2901 JA!M!BOREE ROAD REHAB!l!TATION FORD ROAD TO UNIVERSITY DR. FROM STA. 98+15.27 TO STA. 115+00.00 MG IC I TY OF ~2!/'li!PO!FlT BIEJ¾CH R-5659-S ---~---------------~--+-----=----1 ,_ ______ ,, CHECKED CATE PUBL I C WORKS DEPARTMENT SHEET 2 OF 6 REVIS!CNS LO 1S Oc! 1992 j \ j 70 Ul \(.,i' JU') Ul BISON AVENUE . / BISON AVENUE / / REF.: R-5454-S; TR 4705; TR 5018 Q)-REMOVE EXISTING STREET SECTION AND SUBGRADE RNII REPLACE WITH l !.5' THICK R.C. BASE COURSE OVER COMPACTED SliBGRADE. ©-COLD PLANE 5' MINIMU11 HEDGE (2' BELO!, EXISTING EDGE or GUTTER AND EXISTING R.C. PAVEMENT) RS SHOWN ON SHEET N0.l. ®-CRACK SERL EXISTING PAVEMENT. ©-CONSl"_RUCT RSPHAL T CONCRETE LEVELING COURSE, RS NEEDED. ft\ · · INSTALL REINFORCED PAVEMENT FABRIC OVER EXISTING PAVEMENT AND ~ HITH 6' .MIINIMU11 OVERLAP ALONG EDGES OF RECONSTRUCTED PAVEMENT SECTIONS, EXCEPT RLONG EDGE OF P.C.C, 'GUTTER. IN ADDITION, • EXCLUDE REINFORCED PAVEMENT FABRIC OVER COLD PLANED ASPHALT· PAVEMENT RS SHO~N ON PLANS. ©--CONSTRUCT 2' THICK R.C. OVERLAY. 0-ADJUST EXISTING UTILITY (HATER VALVES, S.C.O., SURVEY MONUMENTS, AND SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER 00 STD.-[11-l, STD.-116-L flN!l srn.-511-L. ©-INSTALL TRAFFIC STRIPING, PAVEMENT MARKINGS, RND RRISED PAVEMENT MARKERS. @-REPLACE EXISTING TRAFFIC LOOPS, @-REMOVE EXISTING P.C.C. LOCAL DEPRESSION AND CONSTRUCT P.C.C. LOCAL !lEPRESSION PER APPLICABLE PORTION OF CNB STD.-304-L. TO JOIN NEW PAVEMENT FINISHED GRADE. @-REMOVE LOOSE OR DELAMINRTE□ ASPHALT CONCRETE PAVEMENT RS NEEDED. @-REMOVE EXISTING P.C.C. SIDD1ALK AND REPLACE WITH P.C.C. SIDEWALK PER CNB STD.-!80-L, RS SHOWN ON SHT. NO. l, TYPICAL SECTION 'B", @-RE~OVE E~ISTING P.C.C. CURJl ANO GUTTER ~ND REPLRCE WITH TYP~ 'A' (8 C.F., P.C.C. QJRB AND GUTTER OVER 8 R.B, PER CNB STD.-,82-L, RS SHOWN ON SHEET NO. l. @--REMOVE EXISTING P.C.C. MEDIAN CURB RNil GUTTER RNll REPLACE NITH MODIFIED TYPE "B' P.C.C. CURB WITH VARIABLE CURB FACE OVER a• A.B. PER CNB STD.-182-L, AS SHOWN ON SHT. NO. 1. @)-CONSTRUCT 4' THICK STAMPED CONCRETE AS SHOWN ON SHEET NO. I, l C-2901 f ; ~ CONSTRUe.i/O<i , NOTE. 'f\ APPROVED ~:3'.£!1'l71@c:134.§G"".V/'!.:.,-¥L!..',~~A,f)_D'.l!_DfJ.IT:"Jc!O~A:!!,lA:!!L~R~f1L[,.;;;,.,,,2-c••Zc•c•L:\..!.J~ _ __j_ _ _j -_c;J, Q. }£4 ___ ~ JAJMJBOREE ROAD REHAB!l!TAT!ON FORD ROAD TO SOUTH BRISTOL ST. .STA . 115+00. 00 TO STA . f 34+00 . 00 CATE • BY DESCR!PTION PUBLIC WORKS DIRECTOR R.C.E. NO. _12606 ORTE {!-l6-q1,.., APP 0. DESIGNED GW :DRAWN NG CI TV 0~ il!&'¥1POflT BIEACH R-5659-S --~-~-R_E_V ___ s ___ D_N_S __ ~--1-,C,.,HE""C""KE"'°O--L-□-+ID""R""T~~s-□-c-, -18-9-12 PUBLIC WORKS DEPARTMENT 1-S-HE_ET ___ ::J_Of __ s_ / :,a ' '\ (Ji \ . I / :(i', ,: -., .. ) ·01 ~ ! (/l O'OJ!NlSTRl!lCT~O!Nl INJOTfES Ci)-REMOVE EXISTING STREET SECTION AND SUBGRAOE AND REPLACE WITH l LS" THICK R.C. BASE COURSE OVER COMPACTEIJ SUBGRADE. ©-COLD PLRNE 5' MINIMUM WEDGE (2" BELON EXISTING EDGE OF GUTTER AND EXISTING A.G. PAVEMENT) AS SHOWN ON SHEET N0.1. CRACK SEAL EXISTING PAVEMENT. CONSTRUCT ASPHALT CONCRETE LEVELING COURSE, RS NEEDED. INSTALL REINFORCED PAVEMENT FABRIC OVER EXISTING PAVEMENT WITH 6' MIINIMUM OVERLAP ALONG EDGES OF RECONSTRUCTED PAVEMENT SECTIONS, EXCEPT RLONG EDGE OF P.C.C. GUTTER. IN ADDITION, EXCLUDE REINFORCEO PAVEMENT FABRIC OVER COLD PLANED ASPHALT PAVEMENT AS SHOWN ON PLANS. ' (D-coNSTRUCT 2" THICK R,C. OVERLAY. 0-A□JUST EXISTING UTILITY (WATER VALVE, S.S.C.O .. SURVEY MONUMENT_ ANO SEWER AND STOP.M ORRIN MANHOLES) FRAMES AND COVERS TO FiNISHEll GRADE PER CNB STD.-111-L. ST□.-116-L ANO SID.-S1f-L. @-INSTALL TR9FFIC STRIPING. PAVEMENT MARKINGS. AND RAISED PAVEMENT MARKERS. ®---SRWCUT, INTERIOR FACES OF EX. GRATE INLET CATCH BASIN Wfl.LS TO 1-1/2' DEPTH AND CHIP TO REMOVE PORTION ABOVE SAWCUT. DRILL I" DIR. X 8" DEEP HOLE AT 18' MAX. O.C, INTO NALLS, AND GROUT IN 6' X 16' DOWELS HITH POR-ROK OR QUICK-ROK. EMBED DOWELS 8" MIN, INTO RECONSTRUCTION OF GRATE INLET PER CNB STDS.-312-L ANO -3i6-L. TO JOIN NE~ PAVEMENT FINISHED GRRDE. THE CONTRACTOR SHALL REPAIR DAMAGED AND BENT GRATES AND FRAMES AND SHALL INCORPORATE THE SAME INTO GRATE INLET RECONSTRUCTION SUBJECT TO THE ENGINEER'S PRIOR INSPECTION RND APPROVAL. @- @- J A!MlBCO!R [E [E REPL.9CE EXISTING TRAFFIC LOOPS, REMOVE EXIST!NG P.C.C. LOCAL DEPRESSION RN□ CONSTRUCT P.C.C. LOCAL DEPRESSION PER RPPLICflBLE PORTION OF CNB STIJ. -304-L TO JO!N NEW PAVEMENT FINISHED GRADE. REMOVE LOOSE OR OELAM!NRTED ASPHALT CONCRETE PAVEMENT AS NEEDED. REMOVE EXISTING P.C.C. SIDEWALK AND REPLACE 111TH P.C.C. SIDEWALK PER CNB STD.-180-L, RS SHONN ON SHT. NO. !, TYPICAL SECTION 'B'. REMOVE EXISTING P.CC. CURB RND GUfTER RND REPLACE HITH TYPE 'R" (8" C.F,) P.C.C. CURB AND GUTTER OVER 8" R.B. PER CNB STD.-182-L, RS SHOWN ON SHEET NO. !. REMOVE EXISTING P.C.C. MEDIAN CURB ANO GUTTER AND REPLACE WITH MODIFIED TYPE 'B" P.C.C. CURB WITN VARIABLE CURB FACE OVER 8" R.B. PER CNB STD.-!B2-L, AS SHOWN ON SHT. NO. ! .. CONSTRUCT 4" THICK STAMPED CONCRETE RS SHOHN ON SHEET NO, !. CAMELBACK STREET ·' REF. R-5502-S; R-5572-S; R-5454-S; TR 12509 DATE BY DESCRIPTION ~~ --, lUJ I L,~ I i-) l L. / I . I ' ' 1-,, '!, \ I ' I Li} i ,t.-..""1 t__,,_,..,., ···•-"" ., .. ,._ 1.,, ..... -l ' _C-2901 APPROVED /1 /l YU -~fd.1-__ ~---~ Pt.lBLIC WORKS O!RECTOR R.C.E. NO. 12906 JA!iVJBOfil!EIE ROAIDJ REHABILITATION• FORD ROAD TO SOUTH BRISTOL ST. □mE II~ {t: -t?'t-STR. 134+00.00 TO STA. 155+79.89 APP o. oEs I ci,rn Gw DRAWN MG c i rv Of 1Nav11:1Po~r BIEACHJ R-5659-S ------------~----1-------l------l CHECKED R E V I S I O N S ORTE LO 15 Oct 1992 PUBLIC WORKS DEPARTMENT_ SHEET 4 Of 6 ,....,.,_.. ,;I"!,} ' ,(J1 \ :Cf' ' i 1u, --0 ' (,/] --~·"~'" ( \ \ I I \ f ODNST~UCTDON NOTES (1)-REMOVE EXISTING STREET SECTION AND SUBGRADE AND REPLRCE WITH 11.5' THICK R.C. BRSE COURSE OVER COMPACTED SUBGRRDE. ®-coLD PLANE 5' MINIMUM NEDGE (2" BELON EXISTING EDGE OF GUTTER AND EXISTING A.C. PAVEMENT) RS SHO~N ON SHEIT NO.l. CRACK SEAL EXiSTING PAVEMENT. CONSTRUCT ASPHALT CONCRETE LEVELING.COURSE, RS NEEDED. INSTALL REINFORCED PAVEMENT FABRIC OVER EXISTING PAVEMENT WITH 6" MIINIMLJM OVERLAP ALONG EDGES OF RECONSTRUCTED PAVEMENT SECTIONS, EXCEPT ALONG EDGE OF P.C,C. GUTTER. IN ADDITION, EXCLUDE REINFORCED PAVEMENT FABRIC OVER COLD PLANED ASPHALT PAVEMENT AS SHOWN ON PLANS . . @)-CONSTRUCT 2" THICK R.C. OVERLAY. r:::;,.. ADJUST EXISTING UTILITY (WATER VALVE. S,S.0.0,. SURVEY ~ MONUMENT, AND SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CNB SID.-111-L. ST0.-116-L RoU ST0.-511-l. @)-INSTALL TRAFFIC STRIPING. PAVEMENT MARKINGS. AND RAISED PAVEMENT MARKERS. ©-sRl,CllT INTERIOR FACES OF EX. GRATE INLET CATCH BRSIN WALLS TO 1-1/2' DEPTH ANJ CHIP TO REMOVE PORTION ABOVE SRWCUf. DRILL l' DIR. X 8' DEEP HOLE RT 18" MAX. O.C. INTO HALLS, RND GROUT IN 6" X i6" DOWELS WITH POR-ROK OR OUICK-ROK. EMBED DOWELS 8" MIN. INTO RECONSTRUCTION OF GRATE INLET PER CNB STDS.-3!2-L AND -315-L. TO JOIN NEW PAVEMENT FINISHED GRADE. THE CONTRACTOR SHALL REPRIR DAMAGED AND BENT GRATES.AND FRRMES AND SHALL INCORPORATE THE SAME INTO GRATE INLET RECONSTRUCTION SUBJECT TO THE ENGINEER'S PRIOR INSPECTION RND APPROVAL. @-REPLACE EXISTING TRRFFIC LOOPS. @-REMOVE EXISTING P.C.C. LOCTlL DEPRESSION AND CONSTRUCT P.C.C. LOCAL DEPRESSION PER APPLICABLE PORTION OF CNB STD.-304-L. TO JOIN NEW PAVEMENT FINISHED GRADE. @--REMOVE LOOSE OR DELRMINRTED ASPHALT CONCRETE PAVEMENT AS NEEDED. @-REMOVE EXISTING P.C.C, SIDEWALK AND REPLACE WITH P.C.C. SIDEWALK PER CNB STD.-180-L, RS SHOWN ON SHT. NO. !, TYPICAL SECTION "B", @-REMOVE EXISTING P.C.C, CURB AND GUTTER AND REPLACE WITH TYPE 'A" {8" C.F.J P.C.C. CURB AND GUTTER OVER 8' A.B. PER CNB STD.-182-L, RS SHOWN ON SHEET NO. !. @-REMOVE EXISTING P.C.C. MEDIAN CURB AND GUTTER AND REPLACE WITH MODIFIED TYPE 'B" P.C.C. CURB WITH VARIABLE QJRB FACE ovrn 8' R.B. PER CNE STD. -182-L, RS SHOl'1N ON SHT. NO. 1. @)-CONSTRUCT 4" THICK STAMPED CONCRETE RS SHO,lN ON SHEET NO. !. C-2901 ! . ' 'r.,. CO/JSTR.IJCTION NOTE'. CD APPR~YfD I-/J_!.,.-3~/-'U-;!_G~·-'<J_. -r~='~~,4~0_0_!1'~/_0_N_A_L_R~·-R~·-·,'''~'''''~'''''~" ~I --i---i (~' Q I~ J~OAEE ROAD REHAB!l!TATION FORD ROAD TO SOUTH BRISTOL ST. 11--+---+-------------+---J F<JBLIC WORKS DIRECTOR R.C.E. NO. 12806 STA. 155+78.38 TO STA. 172+51 .11 OATF fl • {6 ..t:f"l-- GW DRAWN MG CI lV Oir lf\!181'\i!PORT !SltACH R-5659-S 1---'---'--------------~--tau;s;;;,;s,---t=~---i 1--------11 CHECKED LO □RT~s Oct 1992 PUBLIC WORKS DEPARTMENT SHEET 5 OF 6 ORTE BY llESCR ! PT I ON R E V I S O N S APP ,0 . DES! GNED f I tn ,r::.,-. \ /(Jl ._J} I (/) I / °' u w I D z w 10' SOUTH BRISTOL STREET 41' 26' i 10· • I I I I I I I I ! I I I I I i I I i I I I I I I I I I I I I I I I I I I I I I I ' I l l I I I I I I I I I I I I f I.") > I',,, ~ • I I I ~ ffi i I I I I :)) ill I I I I I ooc I I I oc II!,, I I I I I I I I I I I I I I i I ! i I • I 1 • I I ! I i I REF. TR. 1252B; CALTRANS ROUTE 73 DWGS. DATE CONSTRUCTION NOTES Q)-REMOVE EXISTING STREET SECTION RNil SUBGRRDE AND REPLACE WITH 11.5" THICK R.C. BASE COURSE OVER COMPACTED SUBGRADE. ©-COLD PLA~'E 5' MINIMUM WEDGE (2' BELOW EXISTING EDGE OF GUTTER AND EXISHNG A. C. PAVEMENT) AS SHO~N ON SHEET NO. J. -CRACK SEAL EXISTING PAVEMENT. -CONSTRUCT RSPHRLT CONCRETE LEVELING COURSE, RS.NEEDED. INSTALL REINFORCED PAVEMENT FABRIC OVER EXIST!~G PAVEMENT WITH 6" MIJNIMUM OVERLflP ALONG EDGES OF RECONSTRUCTED PAVEMENT SECTIONS. EXCEPT·RLONG EDGE OF P.C.C. GUTTER. IN ADDITION. EXCLUDE REINFORCED PAVEMENT FABRIC OVER COLD PLANED ASPHALT·· PAVEMENT AS SHOWN ON PLANS. ®--coNSTRlJCT 2" THICK R.C. OVERLAY. 0-R□JUST EXISTING UTillTY (WATER VALVE. S.S.C,0 .. SURVEY MONUMENT. AND SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CNB STD.-111~L. ST0.-116-L. AND STD.-511-L. ©-INSTALL TRAFFIC STRIPING. PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS. @-sRWCUT INTERIOR FACES OF EX. GRATE INLET CATCH BASIN NALLS TO l-1/2' DEPTH AND CHIP TO REMOVE PORTION ABOVE SRWCUT. DRILL ! • D!A. X B' DEEP HOLE AT 18" MAX. O.C. INTO WRLLS, AND GROUT IN 6' X !6' !JOHELS HITH POR-ROK OR QUICK-ROK. EfiBED DOHELS 8' MIN. INTO RECONSTRUCTION OF GRATE INLET PER CNB ST!JS.-312-l AND -316-L. TO JOIN NEN PAVEMENT FINISHED GRADE. THE CONTRACTOR SHALL REPAIR DAMAGED AND BENT GRATES RND FRAMES AND SHALL INCORPORATE. THE SAHE INTO GRflfE INLET RECON~'1RUCTION SUBJECT TO THE: ENGINEER'S PRIOR INSPECTION RN□ APPROVAL. @-REPLACE EXISTING T~9FFIC LOOPS. @-REMOVE EXISTING P.C.C. LOCAL DEPRESSION AND CONSTRUCT P.C.C. LOCAL llEl'RESSION PER APPLICABLE PORTION OF CNB STD.-304-L. TO JOIN NEW PAVEMENT FINISHED GRADE. @--REMOVE LOOSE OR DELRMINRTED ASPHALT CONCRETE PAVEMENT RS NEEDED. @-REMOVE EXISTING P.C.C. SIDEWALK AND REPLACE HITH P.C.C. SIDEWALK PER CNB STD. -!80-L, RS SHOWN ON SHT. NO. 1, TYPICAL SECTION "B". @-RE~OVE EXISTING P.C.C. CURB ~ND GUTTER ~ll REPLACE HITH TYPE •~• (8 C.F.) P.C.C. CURB AND GU, fER OVER 8 R.B. PER O'-lB STD.-!82-L, RS SHOWN ON SHEET NO. l. @-REMOVE EXISTING p;c.c. MEDIAN CURB AND GUTTER AND REPLACE WITH MODIFIED TYPE 'B" P.C.C. a.JRB WITH VRRIRBLE OJRB FACE OVER 8" R.H. PER CNB STD.-182-L, RS SHOWN ON SHT. NO. !. @-CONSTRUCT 4" THICK STAMPED CONCRETE RS SHGvlN.ON SHEET NO. !. PUBLIC WORKS DIRECTOR R.C.E. NO. 12006 /{-{t ➔1.... / 'l I , I • I 1, ~ C-2901 JA/MIBO!F!IEIE ROAlrll RIEHAlB I iL I '1i A 1 1 ON FORD ROAD TO SOUTH BRISTOL ST. STA. 172+51 .11 TO STA. 190+00.00 ,__oA_.TE_. ~B_Y ~----□l_s_cR_i P_,_1 o_N _____ ~R_Pr_· o_ • .,...□_Es~i-GN~rn_8w__l 0_RR-wN_· __ MG_, C I TV Of l!\l]IE.\\1PORT • BlE#-iCH R-5659-S CHECKED [DATE R E V T .c S I O .N S LO 1 15 Oct 1992 PUBLIC WORKS DEPARTMENT SHEET 8 OF 6 . ' ' ' Lri \rr--, ).J ju, -.Q I (fl j