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HomeMy WebLinkAboutR_5719_SI I I ' I' :/ l • ' I I 1 I ' I I ' ' ' ' I I I t I I : ' ' ' ( I ' ' I f 'I f I ' ' I l I I ' ' , ' ' ' : ' ... ' I : l 1 I ' I '1 IIM[R Ii i J,, •'i .. r----:-i~-7-~~~~~7'7"-,--i-~-,-----------------------------,---~G-=E~N-=E-=-R~A~L __ -_-;__N~ ___ o-:::-..... =r __ E=-;__s:::-~---= ' i :0 ® 1. ALL WORK DETAl 1 l'Q ON THESE Pll,1-1' '0 BE PERFORMED UNDER CONTRACT SHALL, EXCEPl •~ OTHERWISE STA l • ., H TH£ CITY'S STAHOARD SPECIAL PROVISIONS, OR IN THIS CONTRACr~ -"ECIAL PftO\-ISIONS, Bf CONSTRUCTED ADAMS A.C. OIi COASf CITY OF 00.U:G{ ORANG£ C COSTA i fAIIIGROU ~ -I fj--CITY MESA lC .. ~ ~ OF IRVINE ... sr. UNI~ 5 ,- ~r UC.I. 19TH ST. Ji \ VICINITY MAP SCAI.£: 1" • HOO' PROJECT LOCA T10N SYMBOL LEGEND ABBREVIATIONS 0 POIICR Pa.£ AC ASPHALT COHCR[l£ fQ\SSMH SANTAIIY S00 •WAHH<U DIP OUCTll£ IRON PIPE OSCO SANITARY S[ll(R WAHHCU VCl' \1 TRIF1[0 ClA 'I' PtP[ 'd flR[ H\1lllAH T RWV RESLl£NT ~ VALIIE _., FE flAHGCO ENO u--WATER lol(T[R BOX at S[R\1C[ MJ MECHANICAL JOINT □GM CAS MCTER NTS NOT TO SCALE V~II[ RT RING TIGHT t -POlll[R PQ.£ ANOQ STt STECL .0. lolOHLIICN T ASANO ABAHOONCD FENC( IP&T IRON PIPE AHO TAG -,. )( -)(- MOH IIOHUM[NT BLOCKWAU. =.:...i. 0 CATI/ CABLE Tl/ TR([ DWY DRIVEWAY GO SHRU68CR'I' co CLL\NOUT (SEVIER) --,1,,M----ASP!tAL T PA '\OICH T ARV AIR REUCF VAL.II[ ~!;::~:!8! BRIO( WAI.I( B/APPR BAO< Of AU.E'I' APPROACH EV ELCCTRICAL VAL II[ COHOlCTE ~,,,.-c,c,,a SW SIOEWAU< BUllDIHG ~ lll[U)(l) YIIRE FABRIC ----C 11 S TlHG CONS TRUCTlOH UTL UTIUTY --PRCffRTY UN( ----NEW CONSTRUCTir-. -'i-. -C[NTERUN( -···-•-···-WAT[R l.HE IICN01 IINIK: ---G-- -GAS LINE ___ [ -POlll[R UNC ~ COUHN $.Jll',£Yllll llOICH IIMK BM N!ll-4-71 IN lHt: NOIIIHIICliT P"'1T Of 1HC IH[RS£CTI~ Of IM IIO,I IILW. l>MO •,-Slll[_,;T~-~7.l n.NOftTl1EAST Of IH£ cont!IU<( Of e.........,. 81. w. 21 3 n. NOllll1CAST Of lHt: CO,lOIUH( "1t0l0HCATION Of IIAL.IOA lk.W TO TM( [AST, AT 1H[ AHCU PONT IN IHC MOii lH CURii l..-.c. 2 4 n. NOA 1H Of A $111C£T SIAHOAIID...,_NO ~R. AT n£ [AST [!)Gt: N'LY fl -TU. -TELCl'HOHE LINE Of A ORI\/£. x I IN A CONa!flC POST, 1 n. 50U1H Of UlGC Of IIAUI N10 1.£1,(1, 111TH 1H[ WAU(. -CA TV-CA8LC"'Sl()I UH( ncv• llON • s.•z• n. NGW21 / IIIIIS A0J. -SP--SPRINKLER SYSIDI :q STRCCT LIGHT ·u-SIGH i--~ GARA(,( OPCHIHG L =-=:l IIIHOOW • SPRINKl.[R • PARKING ll(TER EMERGENCY TELEPHONE NUMBERS DAY CALL TCl.l f'R£E 1-800-422-◄133 Brr1111r YOU Dlli SOUTHCRH CALf'ORNA GAS COMPANY SOUTHCRH CAISORNA [()IS()j COMPANY P~ TElCPHONE COMPANY QTY Of NElf'OIT BEACH {UTIUTIES DEPT.) COOHTY SAHITAnON DISTRICTS COMCAST CAIIU\1SIOI UHOOIGIIOl."iO SER\olCC ALERT 1(800)-624-8153 1(800)-611-1911 611 644-3011 962-2411 542-6222 1(800)-422-41JJ I 13' NIGHT 1(800)-624-8153 1(800)-611-1911 611 644-J717 644-6222 1(800)-422-4133 P,4q.-lC' IN ACCORDANCE WITH THE "STAN0,1,.RO 'f'EClflCA ~S FOR PUBLIC Y,JRKS CONSTRUCTION." rn97 EDITION, ANJ: ~.1>'>\.£M£NTS TO DA TE. EXISTING UNDERGROOND UTILITIES ARf SHOYIN AS PER AVAJLAlilf RECORDS. 2• THE CONTRACTOR <;HALL BE RESP0N'>1Bl E FOR 11£RIF'l'ING THE ACTUAL l.OCA TIOH AND ELEVATION IN THE FIELD ~IOI< '0 llCCINNING CONSTRUCTION. ALL EXPOSED CONCRETE SURF ACES .,,..,_, ' CONfatt,j 1H GRADE, COLOR, 3-DIMENSION, ,I.ND FINISH TO AOJOINIH• ~•-~OVEWENTS. 4 THE CONTRACTOR SHALL GRIND TO THE ~OPRIATE DEPTH ADJACENT • TO THE UTILITY VAULTS PRIOR TO 0 .. "' • \'ING. 5. SEE T-5784-S FOR TRAfflC STRIPINC "'-;,;;~.;,;s •• -------------1 CONSl-RUCTtON NOTES -----------------1 PUBLIC WORKS DEPARTMENT Q) 0 Q) COLD MILL EXISTING STREET PAVEMENT TL • 'lCPTH Of 1 5/0-INCHES liCLOW THE EXIS™' EDGE OF GUTTER AND/Oil PAVEMENT flNISttlD SURFACE, 'MtCHE\E:R IS LO'IICR. CRACK SEAL EXISTING PAVEMENT AFTER r('i_!' ~u AHO INSTAU. PA',(MCIH FABRIC. LOCATION MAP NOT TO SCALE 70' 22' 22' 1.71 1111. 0 CONSTRUCT VARIABLE Ar. U:VEUNG COU"q-.-.HO 2-INCH 1HICI( A.C. flNISlt COURSE. ADJ.JST EXISTING CITY UTIL lllES ( eg. WA TE~ VAL 't'ES. SSCO, SUft',(Y IIIOHUMCNTS, SE\IIER AHO STORM DRAIN MANHOLES) FRAMES ANO C•J\6'QS TO FIHISltED QRAOE. AU. OTHER UTILITIES SHALL BE ADJUSTED TO GRADE B'I' OTHf"'>-BALBOA BOULEVARD RECONSTRUCTION © © (j) © © COLO MILL EXISTING STREET PAVEMENT TO A OCPTH Of 1 1/11-INCHCS BELOW THE EXISTING EDGE OF GUTTER AND/OR PA'\1:WENT Fl~SHfO SUftFACE, ~'t'ER IS LO'll£R. CONSTRUCT VARIABLE A.C. 1.EVELING C(ll.•<><;E MIO 1 1/2-IHCH THICK A.C. FINISH COURSE. SAWC\JT, REMOVE AND CONSTRUCT TYPE "A' P.C.C. Clllt8 ANO GUTTER, II-INCH MAXIMUM CURB FACE INCLUDING A.C. PATCHBACK PER CH8 STI>-112-L AHO DCTAIL HEREON. SAWCUT AND REMOVE EXISTING P.C.C. IMPRnll(MEHTS ANO CONSTRUCT CUlttl ACCCSS APPROVED: RAMP TYPE "D" IN SPECIAL PROVISIONS. BETWEEN MAIN STREET AND 'G' STREET ® SAWCUT AND RElolOVE EXISTING P.C.C. DRI\E:WA'I' IIPPROACH ANO Ca-lSTIIUCT DRIVEWAY APPROACH, PER APPLICABLE PORTIONS CJ' CNII ST0-142-L SAWCUT, REMOVE AND REC/\NSTRUCT 4-INCI' Tl1ICI( Sll)[Ml(. SAWCUT, REMOVE AND CONSTRUCT TYPE 0 8' P.C.C. CUM, INCU101N(; A.C. PATCHBACK PER CNB STD-162-L AND DETML HEIICCN. C-3176 SAl'ICUT AND REMOVE PORTIONS OF EXISTINC P.C.C. ORl',(w.+.Y N'Pt!OACH AHO CONSTRUCT REPLACEMENT PORTIONS Cf DRl'\1:WAY APPROACH PER M'l'UCAIILE f'ORTIONS r:J' CNII ST0-162-L SA\ICUT AND REMOVE EXISTING P.C.C. CROSS GUTTDI AN0 Cc»ISTRUCT 1-IIICH THICK P.C.C. ROAOWAY. CONSTRUCT VARIABLE A.C. LEIIEUNG COURSE TO JOIN 1 1/2-INCH O.UUY AHO 4-IHCH 0'11:RLAY. DATE: _~_/6_-_,_,_9 __ MINIMUM THICKNESS A.C. FINISH COURSE. CONSTRUCT 4-INCH P.C.C. SIDEWALK REINSTALL CURB DRAIN P6F< CITY 5-TAND.ARP Si0-184•L. TAP EXISTING 12" CIP WA1£R MAIN AND INSTALL 1-INCH WATER SERVICf P(R CHII STD-m-L. STUB OUT TO PROPOSED MEDIAN l'il.-...0 INSTALL PULL BOX PER CNB STD -205-L , DIRECTOR OF PUSUC WORKS R.C.E. 16791 INSTALL 1 1 / 4-INCH DIA. GRA 'I' P V "· ELECTRICAi C~T INCLUDING 12-INCH S~EPS, M·INCH MINIMUM uCPTH. ,-: ..., I N'L'I' 70' 7' 28' 28' 1----------7 -----.~ 0 • 0 • " ,-.: ""' ,· :,,_ EX. 3 1 /2" CONC. SIOEWAU< CROWN UN£ 1.?X MIN. TYPICAL STREET SECTION N'LY STATION 10+57.5 TO 12+75 70' 13' 22' 22' 13' S'L'I' If. S'LY t SAWCUT AND REMOVE EXISTING P.C.C. IWPROVf.MfNTS AHO CONSTRUCT CUllli ACCESS RAMP T'rl'E "C" IN SPECIAL PROVISIONS, RElolOVE EXISTING P .C.C. SIOCWALK. ,. SAWCUT, REMOVE ANO RF"fll,jSTRUCT P.C.C . .t.W:Y APl'ROACH PER CN8 $10-142-L, TYPE C. CONSTRUCT VARIABLE A.r. l)VERLAY TO 1 1/2-IHOi Wlflll,IIJW THICKNESS A.C. O't'ERLAY. - TERMINATE CONDUIT IN EXIST. STREFT LIGHT PULL ilOX. REMO\/£ fXISTING CURB AND GUTTFR. REMOVE EXISTING ANO CONSTRUCT 9• THICK P.C.C. II~ Y. COLO MILL EXISTING STREET PAVEMENT TO A DEPlti r:J' 1 1 /1-INOi IIWlW THE EXISTIHG EDGE OF GUTTER ANO/OR PAVEMENT FINISHED SUl!fACC, ..cNC't'EM 1$ LONGER. SAWCUT AND REMOVE EXISTING P.C.C. IMPR0\.{hl£N-r,. N+rl CQolSlftUCT CURS ACCESS RAMP T\?E "F" IN SPECIAL PROVISIONS. REMOVE EXISTING PLANTfll VIAU. REMOVE EXISTING STREET UGHT AND BASE. INSTALL illi££T LIGHT AHO BASE PER CNB STD-200-L IN NEW LOCAT)Qj PER ENGINEER DIIICC'TION. @ SAWCUT AND REMOVE EXl511HG PC.C. IMPRO~M("T<; l,ND COHSlMUCT CUM ACCESS RAMP TYPE "A" IN SPECIAL PROVISICJ4S. @ SAWCUT AND REMOVE EXISTING P.C.C. IMPRO\i<'WS'M", ANO CONSTRUCT CUll8 ACCESS ~ RAMP TYPE "B' IN SPECIAL PROVISl()N<;. ® REMOVE EXISTING AND CONSTRUCT 8-INCH THICK GRAY, EXPOSED-AGGREGATE,· I 5, 7 5' CROWN LINE 7 S' I • REINFORCEDP.C.C.CONCRETEROAOWAYWITH#4REINFORCINGBARSAT12-INCHES i=:l~L~--1.71 IIN, 1.71 MIN. _L:~L 1·==1 ·& ONCENT:~!~.:-~~~~~-~~LY). 6" • 7 r1i L --~i=.;.u;;;;;~~":"''-:'=~·~•C::"'"~.F~~=='-i;~~.J,, ,--..Jr, ••.... • .. ~-c~--J/1" UP EX. 3• A.C. / l --1 L'.=···-=1··· :::•~~_i•~---~•---..._:.r--!!...---....:4!...::;;;;:=:~.~=-:-·.:t· ,:.J '7---J \ . • •. • • •••• : . •• • •.• ( ON o· P.C.C. PROTECT E~ISTING 3 1/2-INCH ---r· .• • •• EX. 3• A.C. OVER 9• P.C.C. REMO\/£ EX. CURB ANO GUTTER_./ PR01£CT EXIST. 3 1/2-INCH -~~ 4 -~~-~-i~"~ · _·f:'.. ,:_ i _,:o:·-·,·.s>:'.'",:. CONC. SIDEWALK IN PLACE \___ CONC. SIDEWALK IN PLACE 11' • ., , • • • , •· ••. • • .. ·.,.,.,-,.-.;•. ._ S'LY 13' I 11 ---------1 ----------------------- REMO\£ EX. CURB &: GUTTtR < ·, • "' • • ,·." · •• :·.:,; ,., • > •.•·•• • -• ..... [h• ~~••_:. .-· ~ ·.--· .. j: ;-. -:> .··. ,',:-:.:-· ... •:-:•· ·, N'L'I' fl I. I 13' I I__ ---===-::::::::::: . 7 TYPICAL STREET SECTION STATION 12+75 TO 17+50 NTS 70' 22' 22' 1.71 WIN. .. S'LY , . • 1 CURB & GUTTER, PATCHBACK DETAIL NTS • 13' • EX. 3' A.C. O\£R 8" P.C.C. EX. 3 1 /2" CONC. SIDEWALK EX. J" A.C. O\£R 8" P.C.C. TYPICAL STREET SECTION STATION 27+50 TO 36+50 NTS ~rr.ssr ~ ,._ I>,t,. ... ., ,_ ~; No. 24967 12-31-01 CIVl\. Q;-CAL~ EX. 3 1 /2" CONC. SIDEWALK TYPICAL STREET SECTION STATION 17+50 TO 27+50 NTS CUR~. PATCHBACK DETAIL C-3176 REF: R-5077-S, F8 523 SHT 63 tt, SL A DD NOT cS J 4 APPRQ',£1) GENERAL SERVICES PIIIIC.TO,t DATE UTILITIES SERVICES MAN ... GER R.C.E. NO. 25553 DATE 3-t7-N APPRO'v£D ANS. & DEV. SERVICES WAN,1.GE R.C.E. NO. 22045 DATE f.1,w~ ll1 f'9,9 APPRO'JED DATE R C.E. NO. 24967 ·t, 'l '}\~ DATE BY D£SCRIP110N APP'D. DESIGNED o,u~ 1--L-_.,__ ___________ ..J..._-1-----1-----l-----+------t------!------t---_:SL MGl!ACJA RE\1SIONS CHECKED DA TE E\LBOA BOULEVARD RECONSTRUCTION EiilQN ... Ill d:J MG '<I SIR!IT Clrt' Ci~,.~~ R-5719-S PUii.JC U!IU:S m:PM"llrlNT fW.FT 1 rs 10 ____ ,.... _______ ~ • CROWN_ j_ _ LINE SCALE 1 "=20' § D N'LY F.L. CROWN LINE ½ ff 0 Co" ff ~ S'LY F.L. 10+00 I /! j, I R IN s I JI RSECi~lON DE SEE ?~EETS -8, 9/ & 10 I • I- (J) z <{ ~ ILS 5' _, CX) N + 0 ,- ,-.. "' + 0 I 0' 'b <o· r---"q" + 0 ,- "-°' 'o [o· >-' z - 0 0 1~ >-' z 0 0 ~ ,- + "' -"' z "' w ½ "-" 0 ":, "' (o· ," " ~ Ci• '[o· Co ~ S=-D.20% s~-0.20% S=0.08% ~ 0" 0 'o . ,___,._,. ')· <Y' ,___c.,, Co· "'"' " 0' ')• 'V c.,, ')· ~ ~- -- S=-0.14% m "' .,. + N oi 0 cf) + N 'o· " g' "' 0 w "' u co 5 cc u w ,-.. ,-.. + N ' -,- N PROFILE SCALE VERT. 1 "=2' HORIZ. 1 "=20' S=-0.34% S=-0.20% N'LY F.L. I"") 1- w :::r: LO + ..- CROWN LINE .00 S'LY F.L. 10+50 11 +oo 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 0 lO . r--- LO + 0 ,- ,-: Cl) -804-I I •• •• • •• • >·.•··•.· ••. ;, ''''.<q: ,~,,. is,>) . .·. >, <,, ··.·-.---'i -•·-·.-: ::'.. '.@., .• • •• • > : I ; • :. • • •• • • • • • • ""l(l~ .,,,, •• • • . ; ' . . . ; . ' ,.,.,,,. . , ... '° ''t· . . . . . · .. • --• • • • • • ., --:-• -'. 25773. l • •• a.,. 't,,C, ••• --X...C:': -·_-, : '. .C::U,I-:.,.-"''"'"''2[m;.;'o • :>1); "'-C. ~ ; ., . •.·• .·•.·. . <oStr--C' ~ •. II II 1711ri(/ 1 c'/l 00 "' I "'":, + [o N ' ., . -= ~ ~ =---- -32 ,_ ~~~ (7-0-v~9\ ;~;-7 ,~ . / ~ I G 0 CONSTRUCTION NOTESES BELOW THE EXISTING A DEPTH OF 1 5/3 INCH S LOWER COLD MILL EXISTING S/~~E~: ttJtJf ~1~~HED SURFACE, WHICHEVER I . EDGE OF GUTTER AND FTER COLD MILL. -5' ,, I I-0' I \ ., 1 "' -ro '13' I I (.f) ,'.2 ~ II -901 A-E V)' v:i"' / 'o,._s;> ~ I 'ooi' / 5: 'oo/;? I '-.:-:;;I ,1, '•1 I I " ' ,' h -813--815-I fi I :< -§S~l I 19 / -905A8C-I -907AB-,' -909AB-,' -011-' -91.:i- / ..__c, ~~ ,'b ~ .. I V ~, C6 ,;;:;.v. ,{',, ")xi 'c, -::,'? 'oq; 0· . C CROSS GUTTER AND CONSTR~CLT SAWCUT AND REMOVE EXISTl~ST~E~N?rR T~~rJc;·BLE PORTIONS OF CNB STD-185 . @ 5-INCH TIHK. P.C.C. CROSS s,,c,,1.lpA«r:; STC·J\'.,4-L. I I ------ 210 ~ ,12 "' .;:' I "' z -915-'o' ,-< I f"' I (i) © (j) CRACK SEAL EXISTING PAVEMENT A -INCH THICK A.C. FINISH COURSE. , VELING COURSE AND 2 CONSTRUCT VARIABLE A.C. LE O SURVEY MONUMENTS, SEWER ADJUST EXISTING CITY UTl~~)s F~lME~A :ENRD vt~:tis ~~c FiNISHED GRADE. ALL OTHER ~~~IJ;iR~H~L~A~E MAAD~~~::~R::/~::: '~A: ~T:~RS~UR1i2~NLD At~T~;TA~-iNCHSHMEtl~~M ~~t~u;_.,tl~~icuti~g ;DC. PATCHBACK :~~v~~:N~:D:ND CONSTRUCT CURB ACCESS REMOVE EXISTING P.C.C. IM ® SAWCUT AND"D" IN SPECIAL PROVISIONS. STRUCT RAMP TYPE VEWAY APPROACH AND CON r'g\ SAWCUT AND REMOVE EXIS~~iLl{fst·E DPR6RTIONS OF CNB STD-162-L. \V DRIVEWAY APPROACH PER CT 4-INCH THICK SIDEWALK. VE AND RECONSTRU 11()1 SAWCUT, REMO ,, • p CC CURB INCLUDING A.C. '-:.::.J RUCT TYPE B · · . ® SAWCUT, REMOVE AND S~~~;1 2-L AND DETAIL ON SHEET 1· AIN PE:'.R CITY , NB STD-502-L @7 REINSTALL CURB DR , CH WATER SERVICE PER C " R MAIN AND INSTALL 1-IN (,a\ TAP EXISTING 1P2RO~~s:/t1EEDIAN ISLAND \!.::) STUB OUT TO PER CNB STD-205-L. fig'\ INSTALL PULL BOX ECTRICAL CONDUIT INCLUDING \'._:,) H DIA GRAY P.V.C. EL @) INSTALL 1 1 /4-t\4 INCH MINIMUM DEPTIH. 12-INCH SWEEP , 1ST STREET LIGHT PULL BOX. @ TERMINATE CONDUIT IN EX . ~ REMOVE EXISTING CURB AND GUTTER STALL STREET LIGHT AND BASE PER CNB STD-200-L \f:':!) STREET LIGHT AND BASE. IN ® REMO: L~X6!~1~~ PER ENGINEER DIRECTION. ND CONSTRUCT CURB ACCESS IN NE REMOVE EXISTING P.C.C. IMPROVEMENT A ~ SAWCUT AND. ,, IN SPECIAL PROVISIONS. \:!:) RAMP TYPE A PATCHBACK PER CNB y~fESS l O,v. ~ 1'. P4.~ ,.'?-..., f ""l'i'd No. 24967 Exp. 12-31-01 C!Vl\. OF' C1'\. REF: R-5077-S, FB 523 SHT 63 DATE BY DESCRIPllON REVISIONS Cl I ;z w APPROVED ' ' aTY ENGINEER R.C.E. NO. 24967 APP'D. DESIGNED CHECKED DRAIIN MGRACIA SL DATE WP 23 Mar 1999 rg 0 ,,," @I, L[) <:J + 'o· -917-I L[) -919AB-~ I C-3176 BALBOA BOULEVARD RECONSTRUCTION BETWEEN MAIN STREET AND 'G' STREET R-5719-S CITY OF NEWPORT BEACH SHEET 2 OF 10 PUBLIC WORKS DEPARTMENT u.vv .J,VU •. vu v,-VV u.vv' r--- .J,VU -·-- -·-- C ('\('\ -·-- -· ...,..., N'LY S--0.20% F.L. CROWN LINE 0 _, cj rn ..... 0 ..... 0 + ..... I S 0.45% I I -+------+--------1------+-- S-020% I I I I I I I • t-:r: N'LY F. L. V,VV r-["\I"\ v,VV -----1-------+------+---------11--(/).,_ ___ -+------+-------'---- I w w 0 + v.vv -· --..... -----+--------'----- c nn -1----- --l----- + I.() l-------+----=-+------+------l-------+------+-----+------+------f-------t------+-----+-------l---------------1-------+-------+------l--------l------+-----+------+-------+--------1------I-------+------+---- PROFILE SCALE VERT. 1 "=2' HORIZ. 1 "=20' (i) G) 0 0 0 © (j) 0 G) 15+50 16+00 CRACK SEAL EXISTING PAVEMENT AFTER COLD MILL .ANO INSTALL PAVEMENT FABRIC CONSTRUCT VARIABLE A.C. LEVELING COURSE AND 2-INCH THICK A.C. FINISH COURSE. ADJUST EXISTING CITY UTILITIES (eg. WATER VALVES, SSCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN 11ANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. COLO MILL EXISTING STREET PAVEMENT TO A DEPTH OF 1 1 /8-INCHES BELOW THE EXISTING EDGE OF GUTTER AND/OR PAVEMENT FINISHED SURFACE, WHICHEVER IS LOWER. CONSTRUCT VARIABLE A.C. LEVELING COURSE AND 1 1 /2-INCH THICK A.C. FINISH COURSE. SAWCUT, REMOVE AND CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 8-INCH MAXIMUM CURB FACE INCLUDING A.C. PATCHBACK PER CNB STD-182-L AND DETAIL ON SHEET 1. SAWCUT AND REMOVE EXISTING P.C.C. IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP TYPE "D" IN SPECIAL PROVISIONS. SAWCUT AND REMOVE EXISTING P.C.C. DRIVEWAY APPROACH AND CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTIONS OF CNB STD-162-L. 16+50 @) @ @ @ ® ® ® SAWCUT, REMOVE AND RECONSTRUCT 4-INCH THICK SIDEWALK. SAWCUT AND REMOVE PORTIONS OF EXISTING P.C.C. DRIVEWAY APPROACH AND CONSTRUCT REPLACEMENT PORTIONS OF DRIVEWAY APPROACH PER APPLICABLE PORTIONS OF CNB STD-162-L. CONSTRUCT 4-INCH THICK P.C.C. SIDEWALK. REINSTALL CURB DRAIN P£f',, C\i'Y GTA.'-lPARD STD-\84-L. REMOVE EXISTING CURB AND GUTTER. REMOVE EXISTING AND CONSTRUCT 8" THICK P.C.C. ROADWAY. REMOVE EXISTING STREET LIGHT AND BASE. INSTALL STREET LIGHT ANO BASE PER CNB ST0-200-L IN NEW LOCATION PER ENGINEER DIRECTION. 18+00 18+50 19+00 19+50 20+00 REF: R-5077-S, FB 523 SHT 63 DATE BY DESCRIPTION REVISIONS f--------+--- 20+50 21+00 -1022- -1023- APPROVED DATE APP'D. DESIGNED CHECKED I''· ' _(.,I .- CITY ENGINEER R.C.E. NO. 24967 DRAWN SL MGRACIA DATE WP 15 Mor 1999 SCALE 1 "=20' C-3176 BALBOA BOULEVARD RECONSTRUCTION BET'lt[EN MAIN SlREET AND 'G' SlREET CITY OF NEWPORT BEACH R-5719-S PUBLIC WORKS DEPARTMENT SHEET 3 OF 1 O 6661 vo :zc :51 EZ Jew an1 ----!------------+--------------------- ---------------,1----------------------------+-------------------------- l--------------t------------------------------,1----------···------- 6.00 S=0.20% "' I I "' -----------------,--' I I I ~' , 'If' ~--------------------+---------------------+----------+"'"''!-· f:"r~'-------------''-"""'"'r--~",c~-------=T'71m--------,---"' ---~-. •-4--. 00-· 14.69' 21+00 EXIST_ B" THICK 17.17' 21+50 PROTECT c_s_ IN PLACE 7 PCC ROADWAY -----------~K i . / .-_ Cr --.;;;-~~ I ~°?~~ -- 22+00 22+50 23+00 23+50 ,,,_ -'" PROFILE SCALE VERT. 1 "=2' HORIZ. 1 "=20' 24+00 24+50 "' I~ I ")· s,.-"' ~ ,,,. 25+00 "' "' "' ")'~ I 0 I "" I I " I "a;, -::,-s--(>. (> S-' s--<§' "9 ~ ,,,. '-,-,,,. 25+50 26+00 ~" r------,--1'._-~~J-~~~or-------------------------------------------------------------{2 4 5 61---------------------------l(--------------__,_-2 4 6 0 0 t0 i-: I Cf) w w Cf) w z -1024- "s, 0 -1025- -? "' -0- <D N + "' 0 ai I'--I'--,-..: N + N I I I ~ ~ i-: Cf) / -.--- ~ u "' ,~ d~ co + N w "' "' <D -1100-'<_'v s:, ;!: -1101- "' I 5• I rn· rn· I • L 6 i...c.-+--=~3+0-, -"'---< 5 (s 9."'tc ---~-'----I «s; o>,v ~ .. CONSTRUCTION NOTES CRACK SEAL EXISTING PAVEMENT AFTER COLD MILL AND INSTALL PAVEMENT FABRIC ADJUST EXISTING CITY UTILITIES (eg. WATER VALVES, SSCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. COLD MILL EXISTING STREET PAVEMENT TO A DEPTH OF 1 1/8-INCHES BELOW THE EXISTING EDGE OF GUTTER AND/OR PAVEMENT FINISHED SURFACE, WHICHEVER IS LOWER. CONSTRUCT VARIABLE A_C_ LEVELING COURSE AND 1 1/2-INCH THICK A.C. FINISH COURSE. -1104--1106--1108- 9 -" -i? _. q .._ _. fFJ ~ ,,,rv "' sea ,., fD 0 -1105--1107--1109--1111- SAWCUT AND REMOVE EXISTING P.C.C. DRIVEWAY APPROACH AND CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTIONS OF CNB STD-162-L SAWCUT, REMOVE AND RECONSTRUCT 4-INCH THICK SIDEWALK. -1113- SAWCUT AND REMOVE EXISTING 8-INCH THK. P.C.C. CROSS GUTTER AND CONSTRUCT 8-INCH THICK P.C.C. CROSS GUTTER PER APPLICABLE PORTIONS OF CNB-185-L. -1112--1114--1118- -" 9 EX. 10" C~I.P. -" @ •• ,z, "l "'" ofilJ ~ ,,,_ "' - -1121- -1120--1124--1126- ---MJr -__c,_ @W --'.u _-w--_-·@@1-· -1128- 9 Iv~ -v= -~ )0 s 7 l -o= 7®7;;;;c ---;.0-=1;;..0" T Q_SCO I .,"' ® <o" SY I <o· I "' 9 I I I I -1123-I -1125AB--1127-I -1131--1133AB- \I> )',.. l'4.;, .,.,~ 4.<:, REF: R-5077-S, FB 523 SHT 63 APPROVED , / /' . 'I , • \ t1i ~\ I .r( 1 • ...:; /Y It: 1 . 1---1----1-----------------+--l--~CITY ENGINEER No. 24967 p. 12-31-R.C.E. NO, 24967 DATE ,I!, •• ,_. !0 ----.........:.-.... . 26+50 0 "' + <D N w z _J I u I- <( -------------------------1 -3.00 C/L -----r--~------- 6.00 5.00 4.00 -1132 S'LY F.L. 3.00 6.00 5.00 4.00 3.00 27+00 SCALE 1 "=20' --~:'-••·•·--· •• sea O sea 9 -1135- C-3176 BALBOA BOULEVARD RECONSTRUCTION BETWEEN MAIN STREET AND 'G' STREET SAWCUT, REMVOE AND CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 8-INCH MAXIMUM CURB FACE INCLUDING A.C. PATCHBACK PER CNB ST0-182-L AND DETAIL ON SHEET 1. CJVl\, OF CA\,l DATE BY DESCRIPTION APP'D. DESIGNED SL DRAWN MGRACIA CITY OF NEWPORT BEACH R-5719-S SAWCUT AND REMOVE EXISTING P.C.C. IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP TYPE "D" IN SPECIAL PROV1SIONS. l---__j_--'-----R-E-VI-SIO_N_S _____ ~--1ccccHc;c.ECK=rnc---WP--------i;;-DAccTcc-E15-Ma-r-l-gg'g PUBLIC WORKS DEPARTMENT SHEET 4 OF 1 Q --------------------- -------7-:00-- ----6;00------- C/L 7.00 -6:001------ -5~00-----·--··----------- ---------------------------- -----------------··------- ---------·----------- ------- 26+75 27+00 -1134- -1137- u--~ 9 <& - ___ _;_ __ ----+--------------+---------------t-------------------- "' "-G I I I I I I S,• 'S· i:\ ~. ("\~ •V,· "j '>-' a \? " ")c::i~u " / VJ·0 0 a; I 0 ':,-')"5 u I ')<\; \? rri ?,-· 'Y a: "' ':,-"' u 00 w "' + "-N 15.42' ---------------------+------------------~------,------, G) 0 ------------,-------------------------------1------------- 27+50 -1202- 28+00 0 0 + "' N -1204- "'" <o'tl sea v.1--o "'I ,, c.: EX. 10 C.I.P CONSTRUCTION NOTES 28+50 29+00 29+50 l -1206--1208- "' -1210- 9 g -1212- V :i'.1----------------------------------{ 0:, N SAWCUT, REMOVE AND RECONSTRUCT 4-INCH THICK SIDEWALK_ SAWCUT, REMOVE AND CONSTRUCT TYPE "8" P.C.C. CURB -1214- .,, .. ~ ':,· rm g CRACK SEAL EXISTING PAVEMENT AFTER COLD MILL AND INSTALL PAVEMENT FABRIC. ADJUST EXISTING CITY UTILITIES (eg. WATER VALVES, SSCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UllllllES TO BE ADJUSTED TO GRADE BY OTHERS. INCLUDING A.G. PATCHBACK PER CNB STD-182-L AND DETAIL ON SHEET 1. COLD MILL EXISTING STREET PAVEMENT TO A DEPTH OF 1 1/8-INCHES BELOW THE EXISTING EDGE OF GUTTER AND/OR PAVEMENT FINISHED SURFACE, WHICHEVER IS LOWER. CONSTRUCT VARIABLE A.C. LEVELING COURSE AND 1 1 /2-INCH THICK A.C. FINISH COURSE. SAWCUT, REMOVE AND CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 8-INCH MAXIMUM CURB FACE INCLUDING A.C. PATCHBACK PER CNB STD-182-L AND DETAIL ON SHEET 1. SAWCUT AND REMOVE EXISTING P.C.C. IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP TYPE "o" IN SPECIAL PRDv1SIONS. SAWCUT AND RE,IOVE EXISTING P.C.C. DRIVEWAY APPROACH AND CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTIONS OF CNB STD-162-L. CONSTRUCT VARIABLE A.C-LEVELING COURSE TO JOIN 1 1/2-INCH AND 4-INCH OVERLAY_ CONSTRUCT VARIABLE A.C. LEVELING COURSE AND 4-INCH MAXIMUM THICKNESS, TO 1 1/2-INCH MINIMUM THICKNESS A.C. FINISH COURSE_ REINSTALL CURB DRAIN. 1 "=4' 1 "=20' 30+00 "' -1216-r---+ g "' N [G] -1218- 9 30+50 -1220- 9 No. 24967 Exp. 12-31-01 CJVl\.. DPCA\..\1 7 "-" I / <,.· <5' '\<,j ':,· ,-. " N'LY F.L. . I- 7.oo~ 6.00~ 4.00- ----1-r---,+-! ---------16.89: (/) w 16.9 ' 14.95' 31+00 5' 10· 10' 5' 7:~~-+-ir EXIST. 8" THICK PCC ROADWAY 7 13 JOIN I ' • I- (/) • w • JOIN i--= ' (/)~ ~: -j, w • (/) w z _j C/L I ,:,-0 0 ':,· ~ I-':,".' 4: " --------5. Ge 4.00 7.oo~- -4.-00-- 31+50 32+00 32+50 0+97 0+72 -1302- g ,.,•l c.o .-,1/ -....L..-4---l (j) 9 ~ + ;;, ') t---- 9 -.~'-rcr-:.-r'-/2-A rv'-'F~-'7'rrc-tc:c-r:....,,--, r+--; i--'. T E !NJ I (/) SCALE 1 "=20' -1301--1303--1305- }+----------j 2 0 15 >--------➔ 00 0 g + "' REF: R-5077-S, FB 523 SHT 63 DATE BY DESCRIPTION REv1SIONS APPROVED , I ' / r J... , -, • • { I •_(tJ H·~ · // /fr_ It-· DATE Clv1L ENGINEER ~ • R.C.E. NO. 24967 APP'D. DESIGNED DRAWN SL MGRACIA CHECKED DATE 'Ill' 15 Mar 1999 C-3176 BALBOA BOULEVARD RECONSTRUCTION BETWEEN MAIN STREET AND 'G' STREET CITY OF NEWPORT BEACH R-5147-S PUBLIC WORKS DEPARTMENT SHEET 5 OF 1 Q ..j -'I -< " "· s 1--------1---------1--------1---------1-------l---------l-------l---------l-------l------l-----+--------ll-----+--------l-----+--------l-----+--------l-----+---------t-------t----------t--------i----------t------f-------+-----f-------l ... ~~ , .uv C. ('\('\ -· -------~ N'LY i S-0.20% -~ -~ -~ --- F.L. v.VV . -----+------f--------+------+-----+-------1----------,------t----,-,---i---------;--------t--------,- "" 'b/0" / ci u u.J °" u 0:, 'ti "' " <O ..., ..... I"'\ , .uu C. ('\('\ -· --N'LY ,--- v.VV ' F.L. ' * "'"y:f/0 ':J~ ':J'f!f ,,¼J ~" "'~ # ~ ':J ':J •o/ -~-', "/ -- "Cj I':?' 1><· "'W ~ "'.,~ .~11'~ ~~--:-4!?'--+---..,;.~y---di.,:$.c.+---,;~?+---:,L.:,:;_+-__ _,;;,:i.:;;c:.._+-__ _:,~--1------'---+---~.:-+---:._.,;:,.::__+----..1;a...-t------'~-t--..<o;,"-"-=---+--"'~':k.~l':?~":J~--"'---i---h~~----~--:-·tt-i-;;::---t;::+:---.----t--'-1-;--1;;1'<;,,--J------t-----,-----,-----r---- "' .A ('\('\ I• -._ /% .A ('\ ('\ *s/) ··---u':J'-~75::,<c• \'.?" -.;:I-I><· "' "' • u ..,: I- u.J "' I ~ I VJ 7.00-t!:i (f) "'"'~ C. ('\('\ ':J· C/L -· --LU /<:::.! z __ ..,,,/_ ---_J s 0.12% C ·V, , o'-"/4. .,,,6 -/4 L0 /4 ,...,':i/4 ,,4-,, e;.c., 9' .J.VV I %~ ~ A I"'\ I"'\ 'Z P>' * "'' ':, o/ I':? •• "';?"' ':Jo/0' ':l"/0' ('".5 v:,· 0· ':J 0· ,.uu <( ~ 0 /1 0 ... ~~ ' S'LY , .vv • "~~ N ,... l"\I"\ I") S 0.00% / S 0.24% 0.78% F.L. '-'•-- .~0 l\ r-I"\ I"\ "" -·--"/ y '1/ .A l"\I"\ ,.vv -------1-------1--------1------__Jl-------+-----f------+-----f------+-----j-------t------j---- 0 0 (0 CD 0 ® 32+00 CONSTRUCTION NOTES CRACK SEAL EXISTING PAVEMENT AFTER COLD MILL. AND INSTALL PAVEMENT FABRIC. ADJUST EXISTING CITY UTILITIES (eg. WATER VALVES, SSCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES TO BE ADJUSTED -0 GRADE BY OTHERS. COLD MILL EXISTING STREET PAVEMENT TO A DEPTH OF 1 1/8-INCHES BELOW THE EXISTING EDGE OF GUTTER AND/OR PAVEMENT FINISHED SURFACE, WHICHEVER IS LOWER. CONSTRUCT VARIABLE A.C. LEVELING COURSE AND 1 1/2-INCH THICK A.C. FINISH COURSE. SAWCUT, REMOVE AND co;isTRUCT TYPE "A" P cc CURB AND GUTTER, 8-INCH MAXIMUM CURB FACE INCLUDING A.C. PATCHBACK PER CNB STD-182-L AND DETAIL ON SHEET 1. SAWCUT AND REMOVE EXISTING P.C.C. DRIVEWAY APPROACH AND CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTIONS OF CNB STD-162-L. '1,1 SAWCUT, REMOVE AND CONSTRUCT TYPE "B" P CC CURB, \..'..'.) INCLUDING A.C. PATCHBACK PER CNB STD-182-L AND DETAIL ON SHEET 1. 32+50 33+00 33+50 SAWCUT AND REMOVE EXISTING P.C.C. CROSS GUTTER AND CONSTRUCT 8-INCH THICK P.C.C. ROADWAY. @ CONSTRUCT VARIABLE A.C. LEVELING COURSE TO JOIN 1 1/2-INCH AND 4-INCH OVERLAY. @ ® CONSTRUCT VARIABLE A.C. LEVELING COURSE AND 4-INCH LEVELING COURSE MAXll1UM THICKNESS, TO 1 1/2-INCH A.C. FINISH COURSE. REINSTALL CURB DRAIN f'lc=R. CITY STANDARD STD-164-L- 34+00 0½/4 ~~v.; l';{< '\. ':J 0 "''%· '\ 0 ? /f;;r ,Jy½ ' '~"' •-"-" ~<]'-%;,($'"" ". PROFILE SCALE VERT. HORIZ. 1 "=2' 1 "=20' 34+50 ~~~ "~ "-· ':J/{:? /0' -- ;/Y"' ,<; ~ %~0-rt>~,- ~-,"' \'.' \'.' / 35+00 / ~ c " .,; /4"'' ,& \'?" 0 a:i N 0 ci .,. + "' ,..., + a, 1 19.24• I S-D.4D% Y)~ ~~/4 /1'::>· v:,o/0"'- / %: '-" ~ ,,~ .... "' "' 0 0 w a:i 15.7 ' 35+50 t ·-,..., _, I 14.53' I w ' ' (/} I I z _J ..L /. () I- "'%" ...... ':,· <:>" ~ " 31.41' 36+00 7 -1351- REF: R-5D77-S, FB 523 SHT 63 No. 24967 Exp. 12-31-01 ,5> '"'i-?:;~ CIVIL '<$;--.:-; OF CALl1 DATE BY DESCRIPTION REVISIONS -----+------+---- ..., ,..,.,.. C/L -·-- v,UV 4.Qt1---0-+----t-----+------j-------t------t--------1 ... n.n. , .vv ,... "" V• ,._,-.., t'.'.'. ('\('\ -·-- .A ('\('\ ··-- S'LY F.L. APPROVED CITY ENGINEER R.C.E;. NO, 24967 SCALE 1 "=20' C-3176 BALBOA BOULEVARD RECONSTRUCTION BEMEN MAIN STREET AND 'G' STREET APP'D. DESIGNED SL ORAWN MGRACIA CITY OF NEWPORT BEACH R-5719-S --------+------I PUBLIC WORKS DEPARTMENT SHEET 6 OF 1 O CHECKED DATE \IP 15 Mar 199' I I I I I I I I I I ' 0 . , .. -s:. ';;: C 0 , .. C .. ' -C ·, . .. I I I I I I I i I I I I e ~ ~ e , . , i -- , a u, ' •· , .. I I I I I I I I I I I I I 1\'-c ':, c\ ':, \ ':>· N'LY • i'"' ':, o,'c F.L. LO ,c ,s, ,,_c, "" ":;~ / / / "'" / ' \J~' / 'c,· ' / \, / • . ,§ " :-,ii0 &\-~Gj 0 f:,• I-~'\ 0, v:i· o:i" ~-6/' °'" :-,0 I i.,'-· ~-0::· "' 0, 0:: w (/) 0 ~'0 :-.,;;,. "'' a,'\; ,;;-. ~Oj ~ 'b ,0 ':,· ;:; '"''o '\ ';;-. '":,· ":,'o V)· (J)"-';: <-:,· °'"' ':,'o ,,, "" ~-". 0 0 " C/L - ~ 0 (() I") S'LY '"''' -,, \, ,, 0 ,1i ' .00 \,_<>· F.L. . 6% 1--10\C, ~ S=-0.20 " \,-<::i''' ~ ' • X c,':i • 'c,1\\, <o'}ft.' c._,:J ':, 1 ), \,\, \?· ,"· • :-io"-c ,,. ':>· '/j\Cl "' , "'"' ','.1-" ':, ':;:--'Ii .,~ "-i I;> 4.0 ' ' \, <D \?. .,., ,.._ .; + "' S=-0.20% ,._c ..,_c "''" f:,• o,;' " " ,:\ .,. • 'o S,.• S,.· "'" 0 ~-"'"' (i~ ~-~ \,s· '\ "' 0::· ,., "\."'5 '-~ ./,y c::i"'-'-"" ':,· 0,._,-;-;.. s~-1_4 0 -- ,.._ "' ,,., <O ,-.. 00 + + + ,.._ ,.._ ,.._ ,,., "' "' ':,,..c <:,'c, c\ \ ' ':,-• ,,1,, ':, ..,_c ' / ~ i0 ._"-'\"'j k r;S-0 ;;:.., ':,· " 0 s~1.D7% -- '-5' <§, ,_. "'' ,, :;.. ---~ "'? ':,· (i " --- ,:p ""' PROFILE SCALE VERT. HORIZ. 1 "=2' 1"=20' N'LY "" F.L. ;, ,_. I- u -:, 0 0:: LJ... 0 Cl z CROWN E \0 <:':I(:\ ~;),. ':,· " (0 • 0) CX) n S'LY F.L. .00 36+00 36+50 37+00 37+50 38+00 38+50 39+00 CONSTRUCTION NOTES 0 0 CRACK SEAL EXISTING PAVEMENT AFTER COLD MILL AND INSTALL PAVEMENT FABRIC. ADJUST EXISTING CITY UTILITIES (eg. WATER VALVES. SSCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES TO BE ADJUSTED TO GRADE BY OTHERS ® COLD MILL EXISTING STREET PAVEMENT TO A DEPTH OF 1 1/8-INCHES BELOW THE EXISTING EDGE OF GUTTER AND/OR PAVEMENT FINISHED SURFACE. WHICHEVER IS LOWER. © 0 ® @ 0 @ @ @ @ @ @ @ @ CONSTRUCT VARIABLE A.G. LEVELING COURSE AND 1 1 /2-INCH THICK A.C. FINISH COURSE. SAWCUT, REMOVE ANO CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 8-INCH MAXIMUM CURB FACE INCLUDING A.C. PATCHBACK PER CNB STD-182-L AND DETAIL ON SHEET 1. SAWCUT AND REMOVE EXISTING P.C.C. DRIVEWAY APPROACH ANO CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTIONS OF CNB ST0-162-L SAWCUT, REMOVE AND RECONSTRUCT 4-INCH THICK SIDEWALK. SAWCUT, REMOVE AND CONSTRUCT TYPE "B" P.C.C. CURB INCLUDING A.C. PATCHBACK PER CNB ST0-182-L AND DETAIL ON SHEET 1. SAWCUT ANO REMOVE EXISTING 8-INCH THK. P.C.C. CROSS GUTTER AND CONSTRUCT 8-INCH THK. P.C.C. CROSS GUTTER PER APPLICABLE PORTIONS OF CNB STD-185-L CONSTRUCT 4-INCH THICK P.C.C. SIDEWALK. INSTALL PULL BOX PER CNB ST0-205-L INSTALL 1 1/4-INCH OIA. GRAY P.V.C. ELECTRICAL CONDUIT INCLUDING 12-INCH SWEEPS. 2f INCH MINIMUM DEPTH. SAWCUT AND REMOVE EXISTING P C.C. IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP TYPE "C" PER SPECIAL PROVISIONS. REMOVE EXISTING P.C.C. SIDEWALK. SAWCUT, REMOVE AND RECONSTRUCT P.C.C. ALLEY APPROACH PER CNB STD-142-L. TYPE C. CONSTRUCT VARIABLE A.C. OVERLAY TO 1 1/2-INCH MINIMUM THICKNESS A.C. OVERLAY. I I -------------------------! 2 0 241----------------------------------I -1402- * P.C.C. SIDEWALK TO BE CONSTRUCTED WITH A MAXIMUM 12 1/2% GRADE TO HELP FACILITATE USING THE DRIVEWAY AS A CURB ACCESS RAMP. -1404- COLD MILL EXISTING P.C.C. STREET PAVEMENT TO A DEPTH OF 1 1/8-INCH BELOW THE EXISTING EDGE OF GUTTER AND/OR PAVEMENT FINISHED SURFACE, WHICHEVER IS LOWER SAWCUT AND REMOVE EXISTING P.C.C. IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP TYPE "F" IN SPECIAL RPOVISIONS. REMOVE EXISTING PLANTER WALL. 6 /4 5.45fl -7408--1410 -1412--1414- .. I _I JOIN EX. P.C.C. ALLEY 5,4Qf! (5 46ft) SEE MATCH LINE RIGHT ABOVE &*# TO BE: UNPER-GROUNDEP BY OTf-!E:RS -1416- -1418- co 0) ~ No. 24967 xp. 12-31- CIVlL OF CAL\1 X w z 0 -, CD m LO -0 2· I ~ (/) 1-~476,;m---- -JOIN ,-._,.-,---EXIST. 8" THICK~ P.C.C. ROADWAY 31l •• r"'"''"'. -• • • -••• - <-:,. CROWN LINE LINE REF: R-5077-S, FB 523 SHT 63 MG AOD NO~ TO UNDERGROUND 4 SEE MATCH LINE LEFT BELOW s6o rs'%}> 6' ,, ~ i, )Sis • 6.6§¼:: -' ... .. •. . I : . .. ~ MAIL BOXES 1:J,.,-6/4 c.,~· ~~~~~~~~~0~•"~•~~~2x~~~'>=~'2~2s~2·~~=~·-·=~~ JOIN SCALE 1 "=20' , --------., EXIST. 8" THICK PCC ROADWAY ~ APPROVED DATE ·'· a TY EN GI NEER R.C.E. NO. 24967 C-3176 BALBOA BOULEVARD RECONSTRUCTION BETWEEN MAIN STREET AND 'G' SlREET t i-D_A_TE_,__sY_~ ___ o_Es_cR_1P_T1_0N _____ ...cA_P_P'D_.+D-E~s1G~N=ED--'s=L+cD~RA~WN-"'M-='-GR""'Ac=1A.:..i CITY OF NEWPORT BEACH REvlSIONS CHECKED Ill' DA~ 5 Mar 1999 PUBLIC WORKS DEP AR1MENT R-5719-S SHEET 7 OF 1 Q 6661 S2 :02 .fio Ee Je~ an1 - . --2. '.f .-. / ,· , ' . / i / ' • ' ' I " > I . --, . • • 25' - -7'--t----"',--------✓ \ "'"" ~ V)'? EXIST. 8" THICK -~ PCC RDWY \ BALBOA~~, ~ CR in \\ o:5 - - ---J-u.L-+-+--' ) IQ] D 11 11 11 ~~ Note: See Sheet 9 for interlocking concrete paver details. I I I I 8' '° □ □ 0 2 13' II I EXIST. 8' THICK PC C. IRDWY :z <( 2 1-w w 0:::: 1- U) 13' • I •• ~II ~, '\. ··~v I II >;<?. I II I II rs,'c-'S AL TERNA TE A/C 1 o· 0 <D 11 11 11 ~ I I I I INTERSECTION W/ CONCRETE PAVERS IN VEHICLE AND PEDESTRIAN AREAS ALT. "A"-shaded area to be constructed with 80 mm interlocking concrete pavers ALT. "C"-shaded area to be constructed with gray, exposed-aggregate, reinforced concrete ( J □121 D REMOVE EXISTING DRAIN INLET 5.57 FL ECR 0 en r---cn + 0 BOULEVARD 25' 7 "--: ... .. ' ' " ' --:, ,. . 0 0 REMOVE EXISTING '° r---DRAIN INLET co + 0 ~ EXIST. 8" THICK P.C.C. ~ RDWY W/ 2'' A.C. OVERLAY ~ ;ti,,:ctff: ----~ i------<-.. : ,····e,c·: _-.,.•:.· i. · ......... •• . . ••••••• :·.:... . .. . . . . ,, :: . . c, :'.:;,::::::': 1o:~1(~;:.::;··~··),'·••lo?1o~S:· •• s: ~-·• .,)'~~ :/ 1ofr~'y ............... . - /\/\:'.'.'' I=::. . -·'· • • ::::•:: :.··.: • 1· • . :10 • •. • ••••••••••••••••• CROWN LINE~-' , ~'~ =~flt~ -~i,, 0 ,,d~2~~ :;:~ ;~ 1 e (I SCALE 1"=10' --1 I ROWN LINE/ \ •.•:•_•.:.•,•-~:•.••.'.• .,._•:•_•:•_•,•.•:•_•:•.•,•·m:•.•,•.•:••:•.•,• .•.• ,•_•:•.•,•·· I;t;::1;;:;;ti"...... •JS':='=_.,. '::5.-=_ ",';:__=_=--1'!.:::'!::;;.::;?l£_\:':''• ·.:°-/~ •••, F ;~\ t } -~ .......... ,"'.:''.;';;;;;;:;01'.:c?:' ::c/c:,ic:,;:1ri•;: .,~ •• ,.,., .......... "•-····· DIRT ._·•-••··· .• ::\>·•·,• ; . -;,,. c DIRT j -• ;;nn:u~:I:,~:i /·-- CONSTRUCTION NOTES (j) @) @ @ @ @ COLD MILL EXISTING STREET PAVEMENT TO A DEPTH OF 1 5/8-INCHES BELOW THE EXISTING EDGE OF GUTTER AND/OR PAVEMENT FINISHED SURFACE, WHICHEVER IS LOWER. CRACK SEAL EXISTING PAVEMENT AFTER COLD MILL AND INSTALL PAVEMENT FABRIC. CONSTRUCT VARIABLE A.C. LEVELING COURSE AND 2-INCH THICK A.C. FINISH COURSE. ADJUST EXISTING CITY UTILITIES (eg. WATER VALVES, SSCO, SURVEY MONUMENTS, SEWER STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES TO BE ADJUSTED TO GRADE BY OTHERS. SAWCUT, REMOVE AND CONSTRUCT TYPE "A" PC C. CURB AND GUTTER, 8-INCH MAXIMUM CURB FACE INCLUDING A.C. PATCHBACK PER CNB STD-182-L AND DETAIL HEREON. SAWCUT, REMOVE AND RECONSTRUCT 4-INCH THICK SIDEWALK. SAWCUT AND REMOVE EXISTING P.C.C. CROSS GUTTER AND CONSTRUCT 8-INCH TIHICK P.C.C. REMOvl: EXISTING AND CONSTRUCT 8" THICK P.C.C. ROADWAY. REMOVE EXISTING AND CONSTRUCT 6" THICK CRUSHED AGGREGATE BASE. CONSTRUCT 3-INCH TIHICK ASPHALT BASE COURSE. @ CONSTRUCT 2-INCH THICK ASPHALT FINISH COURSE. @ SAWCUT AND REMOVE EXISTING P.C.C. IMPROVEMENTS AND CONSTRUCT CURB ACCESS OfESSt RAMP TYPE "B" IN SPECIAL PROVISIONS. ,Z<;,~ \'\1) 0"'.1z o//: ~ />. P4.l' ~ REMOVE EXISTING AND CONSTRUCT 8-INCH THICK GRAY, EXPOSED-AGGREGATE, ~ y~ f/> f'.;:. REINFORCED P.C.C. CONCRETE ROADWAY WITH #4 REINFORCING BARS AT 12-INCHES ,fi ::/ ~ ~ ON CENTER [ALT. "C" ONLY). ii. "" ,-,i ~ No. 24967 Exp. 12-31-01 crvn ... OF' cAl,\ IQ] D 0 33 I II I EXIST. 8" THICK P.C. i" RD?WY 13' 73' :z <( 2 1-w w 0:::: 1- U) ALTERNATE B ___,_ 33 O" C.F. r}'c-'S 11 11 7 11 ~ I I I I INTERSECTION W/ ASPHALT ROADWAY AND P.C.C. SIDEWALK CONSTRUCTION REF: R-5077-S, FB 523 SHT 63 ADD NOTE 34 ill SL ADD ALT£Rt.!AT/; C ' APPROVED CITY ENGINEER R.C.E. NO. 24967 DATE '.. -~ •• Cf I ...... 0 1 -(I SCALE 1"=10' C-3176 BALBOA BOULEVARD RECONSTRUCTION BETWEEN MAIN STREET AND 'G' STREET DATE BY DESCRIPTION APP'D. DESIGNED SL DRAWN MGRACIA CITY OF NEWPORT BEACH R-5719-S I---~-~-----------~---------~----, REV1SIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 8 OF 10 WP 06 MAR 1999 ,. ' . • • • : INTERLOCKING PAVERS SEALED WI 2 COATS SUR.BOND SB 1300 t _CONC. CROSS WALK BAND EXISTING PAVEMENT 0 l I - " Z: ::;;~ C._ASS • :-... © I ,, ~ (JOINT SAND I -4. ·r l NEOPRENE MODIFIED TACK COAT &' CLASS i BASE ' • . . . !"MIN. BITUMINOUS BEDDING SOIL SUB BASE AT STREET EDGE 2 3/8" PAVERS (60 MM) ~--BEDDING SAND 2./1 ' • I 'I -C, NEOPRENE MODIFIED TACK COAT 1"MIN. BITUMINOUS BEDDING • • V .. LEVEL ... __, 1/1·-L---1/I: II MODIFIED TYPE B CU!<B AND GUTTE!< NOTE: SHADED CURB ON PLAN DENOTES O" CURB FACE I . ' INTERLOCKING PAYERS SEALED WI 2 COATS SURBOND SB 1300 ___ /_CONC. CROSS_WALK BAND l=I 4 BARS • JOINT SAND ' " ,;;,.. TYPICAL 1-4-~ t . , : .l "1 •. .. ... 0 -e .. NEOPRENE MODIFIE:D TACK COAT ,..,. MIN. AC BEcD. BITUMINOUS BEDDING BASE @cROSS WALK B~D BETWEEN PAVERS l=I 4 BAR TOP It BOTTO r-1--1-- T . c;., ...... . . . . .. . VARIES -SEE PLAN LEVEL ...._ _ _::.1:""""""1"""0_"1 _,,,-=-CONG. PLANTER 1----.-.;.... ___ ..;, ,_,.,__,._ '---.f=--r-1=1 4 BAR 'd' .. ., ... . . . \11 '---VERTICAL I 4 BAR @ 24" O.C. .-... .. LEVELi . . . . • ... .,,.. . .. 0 SECTION THROUGH PLANTER $. CURB. ,___,CEMENT TREATED CLASS 2 Br'\SE BASE DETAILS WITH USING BITUMINOUS BEDDING / I , ___ ., ___ ...,,,..-- 2~0 ', ~ . . ' . -~ ~ • , , , ~-~ ,, ,• '. ·-.. ·-. •• .,ic.~~-..:..---------~~;,. >' •,, ··< /,·/··, • < \l) _l__ ____ ,.L. PLANTER NO. 4 DETAIL 3 I . I ... ---------------~-~-p1_Ai'JTEP. NO. 3 DETAIL ) . ->,,,~,..,. ' ..:: ~ ,· ' ' . . . <-,·<.>:>: . ,, ', • r r ' ·> ··.,>. . . ' ,> ,l":, .. ' ' . ' •' ' ' ... . .• / . > ' ' ' . ' ' . ' -' ' ,' ' •, " ' -,, • / ·-< .,, >. • ' . PLANTER NO. 1 DETAIL 0 0 0 0 ® © 0 ® ® @ 0 @ @ @ @) @) @ ·@ CONSTRUCTION· NOTES: : • ' . '·' EXISTING e TO to INCli THICK CONG. STREET PAVEMENT SHALL eE SAWN AND REMOVED FROM INTERSECTIO~. FOR NEW CONSTRUCTION. EXISTING CONG. CURB ANO 4 l~CH CONC. SIDEWALK SHALL BE SAWN AND REMOVED FOR ~EW CONSTRUCTION LINE or EXISTING CURB FACE &" THICK X 16' WIDE CONCRETE CROSS \I/AL~ BAND WITH TWO 14 BARS ADJACENT TO EXISTING ST<EEr PAVEMENT. a• THICK X 16" WlllE CONCRETE CROSS WALK BAND BETWEEN INTERLOCKING PAVE RS WITH TWO I 4 MRS @) EXISTl~G 1ELEPHONE COMPANY t-<•N HOt E SHALL BE RAISED T(I ,,w •IN1SHED suor ACE BY OTHER CAST iN ?LACE CONC~STE PcA~'ER W:'H TEXTURED SIDE FROt" ·%E2TED FORH LINER. SAND BLAS' TOP A~D OUTS.JE su,FAcE TO 'XPOSE AGGQEGATE. SEAL FIN•SHED SURFACES WITH su~c 30\1D SEALANT ~OSB,\370 MOD"IED TYPE A CONC. CU~B ~ND GUTTER PER CITY Of NEWPOR'. "H. STANDARD 1182-L I.~JERLDGKING CONCRETE PAYERS, SEE DET•ILS AND SPECS ® ~~ EXISTING SlRffT LIGHl MODIFIED CITY OF NEWPORT SCH. STANDARD DRAWING NO. I85,L, 8 INCH THICK BY & FT. WIDE CONCRETE CROSS GUTTE<. ~~ CITY OF ~E\\,PORT BEACH TYPE ·5· ACCESS RA~P • SEE SPECS. ... 4 INCH THICK BY 12 INCH WlOE.CONC. MNO • WIDTH VARIES AS INDICATED' SEALANT FILLED 114" EXPANSION JOINT ADJACENT TO EXISTING STRUCTURES EXISTING SIGNAL. SAW CUT AND RETAIN A 16 INCH SQUARE BASE. REMOVE ADJACENT CONC. FOR PAVER INSTALLATION ADJUST EXISTING UTILITY BOXES TO FINISH GRADE PROPOSED CONCRETE WATER METER BOX EXISTIN6 TREE IN TREE WELL, CUT ANO REMOVE ROOTS WITHIN NEW CONSTRUCTION AREA EXISTING STRUCTURES SHALL BE PROTE~TEO FROM CONC. STAINING EXPANSION JOINT (E.J.) WITH 2 SMOOTH 24 INCH LONG GALVANIZED I 4 BARS I SEALED SURFACE . EXPANSION JOINT (E.J.) WITH SMOOTH G,IILVANIZED 14 MRS PER CITY OF NEWPORT SCH. STANDARD 1185-L 114 INCH EXPANSION JOINT WITH SEALANT EXISTING 3 INCH Dfl.'JN PIPE. PROVIDE EXTENSION WITH 3 INCH SCH. 40 PVC PIPE THROUGH NEIii CURB FACE. PIPE INVERT SHALL BE 112 INCH ,._BOVE GUTTER FL0\11 LINE. EXISTING PARKING METER POST TO BE RELOCATED PER ENGINEE!r5 DIRECTION 0 BAL.BOA,yo_ BLVD.~ 131----12 GENERAL CONSTRUCTION NOTES A cc~c~:= ALL ::'."'v:::~: ... :: \\'OR( A']_ A:E\'T' ;c I\ ~<:..CG(1\: C~\/E<S s~~ 8E.!CX ?:'' w-.., ,A !. 'vu-' '-1A_~'""''.;~ ~-·-·,.,::· :,X'.::,4.\SC~ _,,Q:\.,. ... A ... E~-.~ :=~A.'.. B=: • It.. '"\'.)• T~,CK. :;a_ v;:-i::_-to'ADE r'p(JJ"'I i='~X,·5:..E E"' .. A=QA.""'. \1/,'; ... ro:, ~.c \ ':r <E,..J\I~ :::'.J~ ~=A.A,~ ::~Mj:'.Cl.x:· B. INTERLOCKING CONCRETE PAVERS •AVE~ S"A:... ~= c~'.l!:'<S.\. 5-v_E gv 01.S:\ 'AV~G STC'(; l~C PATT;", SHA.i. SS Hi,QR'\S 50~!: Ar •5 Sr-A~ BE :;<,A.Y/C~ . .\<X.A_ :s £). NSTAu.=D ,E:2 s:;EQl=IC,A."t::,s A"-.'J X"lS-.'...,CT\O\ D=1'A!LS. -\"::t2LC(J, \/~ :::Av;<; 1"-i S~E!:"'S S'1A-:.. :: ; ·5 \C .. :50 ~:-1)':'!"I : .... ~:=s. 'i:£<..'.::::(\S PAV::<:'!\ s•:::: WU5 e:.-y: ':1:~S s~ . ..\;.. .. e: ~ 3/6" :60 >-:"'). SEE S'W"'.:.A' O\S '~< SASE. SA~"J. I.EV:~~S COc~S: A\J C0'"PPC":O~ ~EQJ ~":~ rs G. PLANTER SOIL :;i.,.1.\(:<;; :-~~ :: ~-...:..=s w,-r ~ \L':;:=:,-;:v ;;'..A\ :::c ~ X S':"r~ ,;; P"'l(LJ~~GE: SY AG!..:l~G~ '::r' _.r:< CO. (9!9; "'56-9558 12 l ~~· 1 .• NORTH· = u::,· .. o~·-,-.:, ?- •. --~--jJ._.;.,:f--.:,:.J .. -. ,-.•-' '. _, • I,· , I. ., " 1 '_ -·, ' ;.~•- ' i"-•~J ·-·'· f'.:,..: r~, ,. ; I '. , ' ' • -• • • • ' ' ' • 4l------ 5 6 1---------2 3 ' 1 B~,.::1-....~~0\V PREVENTER ASSEMBLY REFER TO IRRIGATION Pl.Al\JS FOR MFG ANO HODEL l FINISH GRADE 2 QfSIL.IENT SEAT P.ALL VAi.VE ~ TWO TOTAL. 3. BP.ASS '.)..r-,,-E 51RA1NER 4 BRASS 90 DEGREE El L. TYPICAL 5. BD..,4.SS UNION. 6 THREADED BRA..55 NlPP!.E ~ LENGTH AS ~EQlllri.ED 7. FINISH GR,.A.DE. 8 1-0NGRETE. THi:lliST BLOCK. 12" X 12· X 12· 9. 10 IRRIGATION SYSTEM -SEE PLAN FOR SIZE AND TYPE 10. PvC SCH P.,(') !"1ALE ADAPTER TYPIC.A.1. ~, BRASS GQLJDL!NG, ser FLUSH WITH CONCRETE 17 TO 1RRIG.A.TION PONT OF" CONNECTION, WATE~ SOAR.CE :Z. • APPROVED ElACKFILL 3. POP-UP SPRAY HEAD • -4. ; PVC SCH 80 NIPPLE --4• MIN. LENGTH 5 .. PVC T X T 90 DEG. STREE:T eLL. 6. PVC SCH 80 c 6' LONG 7. MARLEX STREET ELL. 8. LATERAL LINe PVC TEE 9. LATERAL LINE PIPE. SIZE AS NOTED ON PLAN 10. HARDSCAPE SURFACE (WHeR.E: APPLICASLe) BACKFLOW PREVENTER POP -UP SPRAY HEAD 1. RAINBIRD UNIK BATTERY OPERATED CONTROLLER. 2. ATTACH CONTROLLER TO SIDE OF VALVE BOX. 3. WATER PROOF WIRE CONNECTORS. 4. ELECTRIC CONTROL VALVE REFER TO ,RRIGATION LEGEND FOR MANUFACTURER AND MODEL. 5. NDS 113BC VALVE BOX WITH LOCKING COVER. 6. FINISH GR.ADE-VALVE BOX TO BE FLUSH WITH GRADE IN TURF AREAS AND ;;2" ABOVE GRADE !N GROUND COVER/ SHRUB AREAS. 7. BRASS '-JIPPLE, (CLOSE). • 10. COMMON RED BRICK -FOUR (4) REQUIRED . 11. PRESSURE MAIN LINE PIPING TO R.P. DEVICE-REFER TO IRRIGATION LEGEND FOR TYPE AND SIZE. 12. SCH 80 NIPPLE (2 INCH LENGTH, HIDDEN) AND SCH 40 ELL. 13. PRESSURE MAIN LINE FITTING, TEE OR ELL. 14. PVC SCH 40 MALE ADAPTER. 15. PVC LATERAL LINE PIPING -TO SPRINKLERS, REFER TO IRRIGATION LEGEND FOR TYPE AND SIZE. 16 PEA GRAVEL. MINIMUM DEPTH OF 6 INCHES. 17. BRASS BALL VALVE Q.C.V. /~', ~: ',, ', 1 HARDSCAPE 2 TRENCH (WHERE APPLICABLE), 3. LATERAL LINE PIPING. __ .,.,·_:, ~-;; 4. CLEAN. APPROVED BACKFILL MATERIAL. 5 FINISH SURFACE. •,-/ ,,' ,. ' . TR E N C H I NG.-· := ~= , :::::--:: 11 .:.":: I -" 111-· · 1111·--"11-·'- .,ll;;a,;"+!,i+'C:;;;c_;;.~.1.l-l' ® ::;;,, '.:, '.:'.:-"--'-.S VAL VE llV 0 3R"SS r-.,p:o_,c (...E ',Gn-; AS i<EQ.) ® r-AN .... ,,'-.E ::::.·:--,,-, ® ·• CUSC ~; .:;== PE~GRA\.1E_~- @ ."-'iA.-~ •-·'-E ;:>::;,:'¼::; ® P~A'--2:;_ \\ "-- 8. PVC SCH 40 ELL. 18. BRASS UNION QUICK COUPLING VALVE -IN BOX 9. PVC <,CH 80 NIPPLE, LENGTH AS REQUIRED REMOTE CONTROL VALVE WITH BALL VALVE Et: UNION IRRIGATION LEGE· ND SYMBOL MANUFACTURE MODEL NO. DESCRIPTJON • TORO 570Z-P 6" POP UP SPRAY HEAD 514-:20. ... -.-: . FEBCO 825Y,.O.. i<P 3/4" 1<.P. BACK.FLOW Pl<E\/ENTEI<' \1/lTHVALVE RAINBIRD UNLX. K80100 LATERAL. 2,40 FL.JU.. " • ' ... ' . ' ' J- '. ., ,.. •,, , .. ' . . j .. B.ACKFLCW· • L.CXATION---,.. . ' ·. BALBOA BLVD: .. -. . -f . 716 I QUC,< COUP\.•NG VAL.:Vl''--✓ li<;<,GATIO"l VA!..YE \\// u:vK. BA.,.--ERY c;:,sRAT!=9 • CCNT'<Oc..:..ER ----------' L..... _____ -- PLANTER NO. 4 DETAIL '. PRESSURE TEST 1•·t"-"-' _"1!': A"-19 LAT:"'<.-'<. P•DE SYSTEM S'--.,.--..U... SS "'2:SSU'<S •::STE:; AT 1::0 "5' FO< "'Ou<. '-!OURS w· .... OlY LOSS 0: PR::SS.Ji<.E 0 f}!J,:2 .... \ , . • .:,;J',.j,,sk _,·y,.,·: .. _i~~ ,,..._ ,: '· '\.~'-- ......., ..... ~ ,;..~; , ,:,Y,- , .'f. BALBOA BLVD. DlLLMAN'S . . ·,, .• t':' • ~ ' ,' C . -, . ."l . Cr-Y OF. NEWP•ORT ~EA',"°:'i: ,,u-..ue ""OF"<l'ct111RT'-'!'.Ht ,• 0 ,· ' . -l~"GATION PLAN, ;, ' < • ' 10 ,: ~ ,-•··,--• -··-I, SHl=''T '.O;·,OF ' ' ---·------------i I / ; ~(f CITY OF IRVINE VICINITY MAP SCALE: 1" = 4400' PROJECT LOCATION SYMBOL LEGEND • -WM e1 GM LJ 0 !RE rlYORAN~ WATER MEiER BOX & SERVICE GAS MEiER -----0--VAL VE .LLL, LLL. .La .,,t,d,.. POWER POLE ANCHOR MONUMENT FENCE BLOCKWALL TREE SHRUBBERY ASPHALT PA.VEMENT : : ; ; ; :' :~';i_'. '. BRICKWALK ! f CONCRETE ~--~ BUILDING EXISTING CONSTRUCTlON ----PROPERTY LINE NEW CONSTRUCTION _ li__. _ CENTERLINE -_5 ---SEWER LINE -----W-----WATER LINE ____ £ __ POWER LINE _ Ta ___ TELEPHONE LINE -CATV-CABLEVISION LINE _5p __ SPRINKLER SYSTEM :0: STREET UGH T -0-SIGN ;::= -:::::j GARAGE OPENING L • WINDOW * SPRINKLER ABBREVIATIONS RWV FE MJ NTS RT STL ABAND IP&T RESIUEMT WEDGE VALVE FLANGED END MECHANICAL JOINT NOT TO SCALE RING TIGHT STEEL ABANDONED IRON PIPE AND TAG MON MONUMENT CA TV (;,!1,8LE TV DWY DRIVEWAY CO CLEANOUT (SEWER) ARV AIR RELIEF VALVE 8/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVE SW SIDEWALK WWF WELDED WIRE FABRIC EMERGENCY TELEPHONE NUMBERS DAY CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOU Tri£RN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION UNDERGROUND SERVICE ALERT 1(800)-624-8153 1(800)-511-1911 611 644-3011 962-2411 542-6222 1(800)-422-4133 NIGHT 1 (800)-624-8153 1(800)-611-1911 611 644-3717 644-6222 1 (800)-422-4133 GENERAL NOTES I All WORK DETAILED ON THES( PLANS TO BE P(RrOflM((· UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE or,s STANDARD SPECIAL PROV1$10NS. OR IN THIS CONTRACT'S SPECIAL PROVlSIONS BE CONSTRUCTED ltl ACCORDANCE Wllrl THE "STANOAFS SPECIFlCA TIONS f'OR PUBLIC WORKS CONSTRUCTION." 1994 EC•ITION. ANO SUPPLEMENTS TO DA TE. 2. EXISTING UtlOERGROUND UTILITIES ARE SHOWN AS PER AVA:LASLE RECORDS. THE CONTRACTOR SHALL BE RE$PONSIBL£ fQP VERIFYltlG THE ACTUAL LOCATION ANO ElEVA TION IN THE FIELD PRIOR TO BEG1N"1NG CONSTRUCTION. J All EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR. DIMENSION, AtlO FINISH TO AOJOltllNG IMPRO\'£MENTS. PUBLIC WORKS DEPARTMENT LOCATION MAP NOT 'fO SCALE BALBOA BOULEVARD RECONSTRUCTION BETWEEN MAIN STREET ANO 'G' STREET C-3176 0 0 0 0 <D © 0 © ® CONSTRUCTION NOTES i COLD Mill EXISTING STREET P4VEMENT TO A DEPTM OF 1 5/8-INCHES l!ELOW 1HE EXIST!Nc, EDGE OF GUTTER ANO/OR PA'lf'.MENT FlNISHED SUP.f'ACE. WHICHEVEP !S LOWfP CRACK SEAL EXISTINC PAVEME~T. CONSTRUCT VARIABLE A.C. LEI/El.ING COURSE AND 2-INCH THICK AC mnSH' COURSE ADJUST EXISTING UTILITIES (Wi>,ttR VALVES, SSCO, SURVEY MONUMENTS, SEWfR AND STOPII DRAIN MANHOLES) f'RAMES ANQ COVERS TO FlNISHED GRADE COLO EXISTING STREET PA\/EM!T TO A DEPTH <1" 1 1 /8-INCHES BELOW TM( EXISTING EDGE OF GUTTER AND/OR PA MENT F'INISHEO SURF' ACE, WHICHEVER 1$ L0Yt£R. CONSTRUCT VARIABLE A.C. LE . UNG COURSE ANO 1 1 /2-INCH THICK A.C FINISH COURSE I SAWCUT REMOVE ANO CONSTR CT m>E •A• P.C.C. CURB ANO GUTTER, 8-INCH MAXlMUI.I CURB FACE INCLUDING A.C. PA CHBACK PER CNB ST0-182-L ANO DETAIL HEREON. SAWCUT AND REMOVE EXISTI P.C.C. IMPROVEMENTS ANO CONSTRUCT CASE "E" P.C.C. CURB ACCESS RAMP PER APPLICABL PORTIONS Of' CNB ST0-181-L. A ANO B. OMIT GROOVES. SAWCUT AND REMOVE EXISTING P.C.C. DRIVEWAY APPROACH ANO CONSTRUCT DRIV(WAY APl'fll'.)A~>{ INCI.UDING A.C. PATCHBACK. P£R PPI.ICABt.E POR110NSOFCN8 STD-162-L. SAWCUT, REMOVE ANO RECONS UCT 4-INCH THICK SlOEWAU<. SAWCUT. REMOVE AND CONST? CT r·r,,E ·e· P.C C. ,:uPe AN[ :.t ··::~ INCLUC,!N/', A ( -:::-!(tCHBACK "ER ;:NB :TC-'.8 -:._ .l~:C :,[ ... :.:1_ >-'EPEC:~: {~) ';AWCUT ANO REMOVE P(\PTlO :')f r.xr;:.T:tJ(. :>(( !)P1·.-t'NA'• At::::-A('\.I ANf, rr-u-;1"r:;1r~ -D[PLAC[MENT O,YTTCNS or C~l'(WA• ~p:ic,:i('"< op: APC'i_:•:AEL£ :::;;•,~,•r: :• :NB S"::-'1::-_ ,13) SAWCUT AND REMOVE EXISTIN P.c: :0 c:;s ,;uTT[P )ND ,;(JIC:00 ::· ~-"IC" "HI•'.> "·: '. ..._, CROSS GUTTER PER APPLICABLE PCRTIC~·JS ,)f CNB-185-L (14) CONSTRUCT VARIABLE A.C_ LE UNG COURSE TO JOIN I 12-INCH 1'.)V~•.LAY AND 4-INCI-' Q OVERLAY. @5 CONSTRUCT VARIABLE A_C, lE1/El! G COURSE AND •-tNCH IIAX!Mt/11 !H!C> NESS '0 ' 1 /2-INO' MINIMUM THICKNESS A. C. FlNISH OURS£. APPROVED: DATE ______ _ DIRECTOR OF PUBt.lC WORKS R.C.E. 16791 APPROVED:-----::,~-====--=--:::-.~=,;-----CITY ENGINEER R.C.E. 24967 1 ' N'LY fl I 1 }' I 13• DATE: ______ _ .. 1 .. 70' 22· 22' TYPICAL STREET SECTION STATION 10+50 TO 17+87.05 NT$ 70' 22' 22' r EX. 3" ASPHALT ... -.. 13• I l 13' I I i ------------1 r--r-------,-------• [--------I _) --, • <O, EXISTI G CURB & GUTTER NTS EX. PVMT. \ I . -' '°' • EX. 9" PCC PIIMT. EX. 3 1 /2" CONC. SIDEWALK ----- EXISTING CURB NT$ TYPICAL STREET SECTION STATION 17+87.05 TO 36+57.48 NTS \tOFESSto,v~ REF: R-5077-S, F8 523 SHT 63 C-3176 " M,i " 'I; \.,· ✓~ 0 .... ,,. ~ M~ t'I No 35086 xp. 9-30- CIVl OFc DATE . BY APPROV£D SENIOR CIVIL £NGIN(ER R.C.E. NO. 3508€ BALBOA BOULEVARD RECONSTRUCTION DATE BEIWEEN li1AIN SlRE£i AND ·r: SIRE£1 DESCRIPTION APP'D. DESIGNED SL DRAWN IIGRAOA CITY OF NEWPORT BEACH R-5719-S 1-___; _ __._ ____ ........,. _____ __..__f;;;;:;=;;---=";:;-;;;:-==t REVISIONS CHECKED 1111 :DA PUBUC WORKS OEPARlMENT £Er 1 or 7 ' I i i -, nn • • '-JlO. • -= ~ ..... vv A 1lO • .7-.00 ........ 1...no -. .:::inn I • t:..uu -. -- i::::..on l - ' ' .i, 10+00 (Q I ~% ~ /"2" 5 /-':2" txi ~ 6 - L I I " ---- ~ f£ .. - , -- S=-0.40,: ----- 'o~~ ~~ () ~ . ---- I ' : ! 10+50 11+00 11+50 CONSTRUCTION NOTES OF 1 5/8-INCHES eaow lHE EXISTING COLD MILL EXISTING STREET ~~'1M~1J~'1i,°t~FACE, WHICHE'-tR IS LOl\ffi. EDGE OF GUTTER ANO/OR PAvc:.m,:.n CRACK SEAL EXISTING PA'-tMENT. ND 2-INCH lHICK A.C. RNISH COURSE. CONSTRUCT VARIABLE A.C. LEVELING COURSE A TS. ,.,......, ANO STORM '-£S ssco SUR-.tY MONUMEN .;,c:. m:.n ~fiJTM~~~:s,u~~~i <::o~o~s TO RNISHED GRADE. ~ ~<fl - : ! ' i I ----- S•-0.26% -----~J_ "~ .., ~ • " .. "''-':J' --,r----,r-- ' ' i 12+00 It /4~ .,. -,~ le --~ al <..i ai -- ~ al F:: al <..i + <..i w m "' txi - Sl g• : + "' rr - L..::=-----,~ -------/4 /.;: ,4 ~ .,.~ L ~ >Ii' .,. - j • + ~ 12+50 .,,,.{:J•" ,-.: (/) ., .;v~ "' "' .,"i>7-':J· - ;!; - PROFILE SCALE VERT. 1"=2' HORIZ. 1 "= 20' 13+00 ---: --I L .L I~,~ '~~-, <o I Vf::'<p I \:;' --/,- ,.,~.:-., . . : i l 13+50 : ' --.L. ~~ / ~" ~=-0.20,: --/. .,.,~~ - - 14+00 No. 249631 7,_ hp. 12--.. , ~~ Clvn.~ ~"'~ ------c, .. ---- -'-L. / L. '/;, ~ ,~~ ,q ,~.:\ ,q. ~ , \:; S--0.161 -------~~ ,. " ., 4!$ .. ~-f~ --- : I I ' ' I i I ' ! I I J ' l I ~ 14+50 15+00 RU: R-5077-S. FB 523 SHT 63 -,,:I - 44-;;.' ~., --,,-- I ' - ,;ff '-= , I , -- -' ' : !t:: iliJ J; ' • LaJ ~·~ .&-l<l z ~ ' 0 ~ - ,:: .on • .A..llll -. ..:inn -· -- c nn -. _:1.nn • t:. .an r;;:.nn . - A.ill\ • "nn . -- 15+50 ,.,, I SCALE 1•=20' C-3176 BALBOA BOULEVARD l----t-+---------7-7DATE Q1Y EIIGINE[R R.C.E. ND. 24967 RECONSTRUCTION BE.IWEEN MAIN SIRE£! AND 'rt SIREEI DATE BY DESCRIPtto, RE\1Sl0NS APP'O. DESIGNED 0£0<ED DRAWN SI. IIGl!AQA DATE "" .CITY OF NEWPORT BEACH R-5719-S PUBLIC WORKS DEPAR1MENT SHEET 2 CJ' 7 0 ® 0 © © © 0 © ~1 I ~s;,. I~ -I <:, ">: ,{'] -... --= .,. S-0.311!' \.;: -----<I "' -<I ;::, ~$ .,?~/, DI ~~ -<! -<I ;,:, /~~ st f;\ -<! /,'} ,' ,f -<I ;::, l ,f ,-!t {Ip -<! -<! " <.! I~ /~ /~ ~,tf I ~• I~• .,. ~- I I • ..... I .... I I ")• I I I .:r,"' I " .,~ :a '2" I \!' --= • I \.;: I -:::: I '2" I .,. ... ~-I -::::~ \.;: \.;: :; ... ~ .. I"") cl :c - I-LIJ IJ.J LIJ :I: 'J; :':,~ .,. ~~S=-0.20!1 C/) S=-o.30X 4>,~-;;.. S--0.26 LIJ IJ.J ... t:,,'1,~ ~-S--0.2111 -- $, ;;,-, ----- IJ.J ,:f;:,-,.. .. ~-"'~ ~ .,, "16 f !\.., ~ .,. ~ .... ,c,'-"' ~ ~,!!> !!i,!!> &' 'h ~ .:;..,~ .f I' ~-:t !ti ,;j "' ., ~ 'ci .... Cl) .... ... ~-.,.% ... ~ IJ.J \;:: ,, $}~ 'ci .... ..... ~-._.. ~-.... .... \;:: -.::: "' <!Ii,, ... ,c, "'' '-?' .... ~-.:-..... "'' .... ~-.... -.::: u .... ,9i ~-... ~-'\I.' '>,• ..... \?:' -\;:: ~ :,; ...J ~ :I: cl ..i - I-,-. ... 0 -;t < ;t + -N -------<! + --pQ.391' ---<! -<! /~ Lt) --!I I /~ I .,. " " I /q I ,;;, -<! ~ I ~ s;:: \;:: I / If ,$,~ I .... I ... I ... ~ ~~ 5 I .... -.::: \!: \!: .,. ~-I ... ...... ~ \;:: \!: ..... ~ \!: "' . \!: ,-. ti ~ -m i 0 .... --+ .... - PROFILE SCALE VERT. 1 "=2' HORIZ. 1"=20' 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 -916--918--920- I I I -921-I -923- CONSTRUCTION NOTES COlD MIU. EXISTING STREET PAVEMENT TO A OEPlH Of 1 5/8-INCHES BELOW 1HE EXISTING EDGE OF GUTTER AND/OR PAVEMENT FlNISHED SURFACE, WHICHEVER IS LOWER. CRACK SEAL EXISTING PAVEMENT. CONSTRUCT VARIABLE A.C. LEVELING COURSE AND 2-INCH lHICK A.C. FlNISH COURSE. ADJUST EXISTING UTILITIES {WA lER VALVES, SSCO, SURVEY MONUMENlS. SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. COLD EXISTING STREET PAVEMENT TO A OEPlH OF 1 1/8-INCHES eaow lHE EXISTING EDGE OF GUTTER AND/OR PAVEMENT FlNISHEO SURFACE, WHICHEVER IS LOWER. CONSTRUCT VARIABLE A.C. LEVELING COURSE AND 1 1 /2-INCH THICK A.C. FlNISH COURSE. SAWCUT, REMOVE AND CONSTRUCT TYPE "A• P.C.C. CURB AND GUTTER, 8-INCH MAXIMUM CURB FACE INCLUDING A.C. PATCHBACK PER CNB Sl0-182-L ANO DETAIL HEREON. SAWCUT ANO REMOVE EXISTING P.C.C. IMPROVEMENTS ANO CONSTRUCT CASE "E" P.C.C. CURB ACCESS RAMP PER APPLICABLE PORTIONS Of CNB Sl0-181-L, A ANO B, OMIT GROOVES. lii -926--928--1000--1002--1006--1008--1010--1012--1014---1016--1018--1020--1022--1024-- .,. • I 'IJ.I ., I ---o!FI --,!;,!'-,1/--_.__..,.1/_ -_ _.._,...1/_ ---~I-- ... ,.,;~~w T == ~-,r-"-_:1/._ ;_ L __ .... - • .. .. , .. ·........... 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"".· c"•.,-~•-·-.. -.. .-~·~ .. ~-----~ •. _.,....__·~-----.. _______ ..... _...... • __ ., .. _. __ .,,_ .. -... ~ ; ,..... ~-...... ~~--~1,, ...... ,_..._,~ ... ,,~.• !~.-.-~-,--~-..... ,.....,-<;~ .. ~.--•""-~•-~~ ..... ~ ... ·-~ ~~~.--~· , .. -. ... ~---..., ........ ~~-.......... -... ,.,.,., -~_ .... .,.....,_. __ •• -~_._.:...... :j--..,.~ . ~-.-...! .............. ; •• e:· • -.......................... ~-.. -~ ... --,.;:_,...,,. _____ .,....,.~ .. -... ~:~.-•• -......... : ................. -S:"'e-:,'•,,.......""-•~' ' :I: .... --.. f'~i-,lU-,.ll,,-....1-'-l- ,if," " .,. .,. -;:~ '"'': IT-.l 1~.i ~111 ~~y ~), ~-11f- -929- , -1003-I -toos-I I I -1011-I I -1000. 1-9-I I I -1007-I -1009-I I -1013-I T I ® SAWCUT ANO REMOVE EXISTING P.C.C. DRIVEWAY APPROACH ANO CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTIONS Of' CNB Slb--162-L SA WCUT, REMOVE ANO RECONSTRUCT 4--INCH lHfCK SIDEWALK. SAWCUT ANO REMOVE PORTIONS OF EXISTING P.C.C. DRIVEWAY APPROACH ANO CONSTRUCT REPLACEMENT PORTIONS OF DRIVEWAY APPROACH PER APPUCABLE PORTIONS OF CNS SlD-162-L s>.WCUT ANO REMOVE EXISTING P.C.C. CROSS GUTTER AND CONSTRUCT 8-INCH THtCK P.C.C. CROSS GUTTER PER APPLICABLE PORTIONS OF CNB-185-L I -1015--1019-I RET: R-5077-S. F8 523 SHT 83 -1021- I I -1023- SENICRCM.W R.c.E. NO.~ OA1E SCALE 1"=20' C-3176 BALBOA BOULEVARD RECONSTRUCTION EIIIB:h MAIN STNEEI NI> '(f SIREEI f-DA_JE__._BY_,__ __ DEsalP=="=-~------'-WP-0-1. '='0ESIGN£0==---=Sl.+:-DRA:=11N,-:::IIG!WlA=' =-ICTY OF NEWPORT BEACH R-5719-S IIEVISKJIS CHECl<£0 DA'IE • 28 .u. 191111 Pl& IC 1iCllkS ilE'AR"IIENT 3 " 7 6.00 5.00 4.00 3.00 6.00 5.00 4.00 3.00 6.00 5.00 4.00 3.00 -- • .... ::c: V) 1--- 21+00 ' r ,._38' --1 .<.; -~ t sr ~~-~· "'? i -:::· I ' 14.69' I 1 I 17.17' 21+50 -_,_ - 22+00 --.. - - 22+50 23+00 23+50 ------------------- PROFILE SCALE VERT. 1H=2' HORIZ. 1 "= 20' 24+00 24+50 --. _,,______________ . ------------'--- f-.------ 25+00 -------------- ----------·---------------~--------------------------- -----. .,.-,----------- -------a>----------------- ' ' ----_____ ___L __ _ ' 25+50 26+00 26+50 27+00 : ~x~'<;-------------------------------------------------------i) -1024- - 22 23 -1118- .. - -1120--1124- .. '-' :i..•,-____ _ z+ s· 6-4·01·02"£ -----:·. --~-• . ..i-. ~'7'7--~--,· ~-~ 25 .. '--',-.,=,,--'-" ~_.,_-- -- ·-· -----·--_.. -----. .:..-·., "".".'" : .:...:.:: -- CONSTRUCTION NOTES ~ \ c) ,:RACK SEAL £X1$TING PAv£MENf - ~ ~u .. usr EXISTING UTiUTIES {WATER '/ALVES. ssco. SURVEY MONUMENTS. SEWER AND STORM DRAIN MANHOLES) FRAMES ANO COVERS TO FINISHED GRAD£. (~ J COLO EXIS11NG STREET PAvEMENT TO A DEPTH OF 1 1/8-INCH£5 BELOW TH£ EXISTING ~ EDGE :)f GUTTtR ANO/OR PAVEMENT FINISHED SURFACE. ~ICHEV[R IS LOWER. l 6 i :ONSTRUCT VARIABLE A.C. LEv£UNG COURSE ANO l I /2-INCH THICK A.C. FINISH COURSE. --( 10) 5AWCUT. REMOVE ANO CONSRUCT 4-INCH THICK SIOEWAL~- ~ ' ,. ·, •. ,"'T.::i ~ ;: ~:-·:·~ • • __..l, l ,,-.,. \ I -• " I :: .. r ! ~4~ =---~l· -=-=-~ r--= I -1113- -1111-I SAWCUT AND REMOVE PORTIONS OF EXISTING P.C.C. DRIVEWAY APPROACH AND CONSTRUCT REPLACEMENT PORTIONS OF 0Rlv£WAY APPROACH PER APPLICABLE PORTIONS OF CNB STD-162-L. I I I -1115-I I I -1117- I I I --··,.·-..,...._._ -1119- . ' ' \r __ ! 1';'/ ,: '•' -~ ,__ 0 :) 1 .....::::,_$~ ---= '" ---T----= =-7--1:;;;; ~-15 ~ 5 I I I I -1121- I I I I I I -1123-I -1125AB-I -1127- I I I -1129- REF: R-5077-S, F8 523 SHT 63 No. 24967 Exp. 12-31-97 '5'1,,,__---.. CIVl \. "&,+""<- : e· OF c,\\,W , I I ! DATE BY DESCRIPTION REVISIONS -1128- ' ! ' -1130--1132 SCALE 1 "=20' ;\ .·--• ,_....,.. __ ,,_......: I j l ! -1133- APPROVED DATE CITY ENGINEER R.C.E. NO. 24967 t i APP'O. DESIGNED ORAv.N I SL MGR A CIA CHECKED DATE WP 30 JUL 1998 - -1135- I I I C-3176 BALBOA BOULEVARD RECONSTRUCTION BETWEEN MAIN STREEI AND '<t SlREEI CITY OF NEWPORT BEACH R-5719-S PUBLIC 'MlRKS DEPARlMENT ~EET 4 OF 7 1-------1--.ee------------------- 6-. 00----------- 5:00· ---+.00---- ·-· S-;00-- ---4.00 ---r.00-,_ - 1----------6 ;-00 -- 5.00 --------- ! ,..__")....._(, ,.,,0 -~ 0:i· -------'<>-~ "' 0 --, 26+75 27+00 ® (7) '-' -------------------+-------- 12.70' 27+50 28+00 28+50 CONSTRUCTION NOTES CRACK SEAL EXISTING PAVEMENT_ ADJUST EXISTING UTILITIES (WATER VALVES. SSCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADL COLD EXISTING STREET PAVEMENT TO A DEPTH OF 1 1 /8-INCHES BELOW THE EXISTING EDGE OF GUTTER AND/OR PAVEMENT FINISHED SURFACE. WHICHEVER IS LOWER_ CONSTRUCT VARIABLE A.C. LEVELING COURSE AND 1 1/2-INCH THICK A.C. FINISH COURSE. SAWCUT, REMOVE AND CONSTRUCT TYPE "A" P.C.C. CURB ANO GUTTER. 8-INCH MAXIMUM CURB FACE INCLUDING A.C. PATCHBACK PER CNS STD-182-L AND DETAIL HEREON. SAWCUT AND REMOVE EXISTING P.C.C. IMPROVEMENTS AND CONSTRUCT CASE "[" P.C.C. CURB ACCESS RAMP PER APPLICABLE PORTIONS OF CNB STD-181-L, A AND B, OMIT GROOVES. SAWCUT AND REMOVE EXISTING P.C.C. DRIVEWAY APPROACH ANO CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTIONS OF CNB STD-162-L ' -=---__ -_. ;-., ' ----;-------------~----·---+-____ ,,_,, ______ _ • ! I ----------------------------------- PROFILE SCALE VERT. 1"=4' HORIZ. 1 "=20' 29+00 29+50 30+00 SAWCUT, REMOVE ANO RECONSTRUCT 4-INCH THICK SIDEWALK. CONSTRUCT VARIABLE A.C. LEVELING COURSE TO JOIN I 1 /2-INCH ANO 4-INCH OVERLAY. CONSTANT VARIABLE A.C, LEVELING COURSE ANO 4-INCH MAXIMUM THICKNESS, TO 1 1/2-INCH MINIMUM THICKNESS A.C. FIMSH COURSE. 30+50 ~YESS/ V> t;.. P,4 ,~ ~;)' ~~ :';J ilt, -.j >;, No. 24967 xp. 12-31-97 CIV\\, cALW "' u i..i 16_ 911' 31+00 a:: u ,,; - -- 14.95' 31+50 ' 8)~~· I (0" \ -1.301- r I I I - -- 32+00 -1.30.3- · -7-;00 6.00 5:00 4.00 7.00 6.00 5.00 --. -4.00- .. 1~00 --6;00 ~ 32+50 \ lf?L, ~· I SCALE 1•=20• REF: R-5077-S, FB 523 SHT 63 C-3176 OAlE BY APPROVED OIAL ENGIN((R R,C.£. NO. 24967 BALBOA BOULEVARD RECONSTRUCTION OAlE Bt.lWl:.Eh MAM SIREEi ANO 'rt STRE.Ei DESCRIPTION APP'D. DESIGNED SL iORAWN MCRACIA CITY OF NEWPORT BEACH R-514 7-S t---"------------------~--t===--'-~=--'-'--"--'"-'11 RE'ASIOOS CHECKED IOAlE PU8IJC YFZiV• DEP.,__,,,.T ITT 5 or 7 wP i OS AUG 199 """""-' ,v, 1aogo • 7.00 ----6.00 ---------5. 00 ----------····-.. 4.G0 ---- -------+7. 00 -S.G0~ --------------------------- 7.00 5.00 t-= :::c .. -· ·---en 32+00 -1304- CONSTRUCTION NOTES 32+50 -.. -· -1307- ------------------- S=0.04% ; ---;----.--- - -r ---------t-- ---·---~--~------+--------4------~----! I I --,-·····. ··-... -·· -,--··· . ' I ·····-·_J_· _________________ ··---- --~ ----------------+--- 33+00 . -· il.- 1 -1309-I -1311- ~I +' ;:;1 ·~-._._._·.,, .... •.· I -1313- -----------1------------------· 33+50 34+00 I 1310-I -1314- I LJ ~ I cy' .. .J_ -\ -f"') 'SJ .. ,,,. t,-- •• ~ ~-:;:·~::~~ .:' .. ·:'. /:··\:'"~-:-<~· ... :~~t~~~~·-·: ' ~· ':· ~-.• • :-- • -~; ..... · . ,,,-.,, ., •. ; -1317- I I I -1319- -- 4 2 PROFILE SCALE VERT. 1 "=2' HORIZ. 1"=20' 34+50 I -1321- 35+00 -T :,;* c," -\. I I I ------------------------l 2 4 15)------------------------11 CRACK SEAL EXISTING PAVEMENT. ADJUST EXISTING UTILITIES (WATER VALVES, SSCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. COLD EXISTING STREET PAVEMENT TO A DEPTH OF 1 1 /8-INCHES BELOW THE EXISTING EDGE OF GUTTER AND/OR PAVEMENT F1NISHED SURFACE, WHICHEVER IS LOWER. CONSTRUCT VARIABLE A.C. LEVELING COURSE AND 1 1/2-INCH THICK A.C. FINISH COURSE. ® SAWCUT AND REMOVE EXISTING P.C.C. DRIVEWAY APPROACH AND CONSTRUCT DRIVEWAY APPROACH PER APPLICABLE PORTIONS OF CNB SID-162-L. CONSTRUCT VARIABLE A.C. LEVELING COURSE TO JOIN 1 1/2-INCH AND 4-INCH OVERLAY. CONSTRUCT VARIABLE A.C. LEVELING COURSE AND 4-INCH LEVELING COURSE MAXIMUM THICKNESS, TO 1 1 2-INCH A.C. FINISH COURSE. I ,.., 35+50 -1324- ~ff.SSJ ;,,t. f,,., p 4 19.24' '"' ..., ,~ '%i\ No. 24967 xp. 12-31-97 C'JVl\. oP CJ,.l..\f ·----<.O co . .,.. • 7;00 -6.00- 5;00 4.00 "' + ,.., 1--··-------·--·-------- 14.53' :::c en 31.41' 36+00 -1400- -1351- REF: R-5077-S, FB 523 SHT 63 -----·-·7:00 ---· --~00 .......... . .. 4.00 --•·-· • APPR0\/ED DATE OTY ENGINEER R.C.E. NO. 24967 SCALE 1"=20' C-3176 BALBOA BOULEVARD RECONSTRUCTION BE.hit.EN MAIN SIREEi ANO 'rt SIREEI I ... o_A_TE.....L__aY _____ o_Es_cRI_P_11_0N ______ i A_P_P'D_ • .._0=Es=,c=N=ED-"""SL"-i_0R_A,,_M'l-"'-MG'-'Rc.cAa"'-'-IA CITY OF NEWPORT BEACH REVISIONS CHECKED iDATE .,._.,. -DEP&DTUrVT R-5719-S I us~ 71 WP' 05 AUG l rvUl,N """""1 ""'-u'O' 7~00----- 6.00 ------------------------------... -------- 5;00 4.00- . . ------- ' IO i--: I w ----W- (/) --------------,7r---.HQHQ ---~Ww.•+ --- Z <, ------------ / , "\":) / ~- I--(..) 0 a::: I.&.. 0 C z ;..'> N <:i' ,;;;,, '-:l: ~ N ~-6.00 ~- 5.00 ·-~1~~~~::_;,~\~(?:-,;l';,:.,~--~-----•-•-~:5:;:~~=-:=$~:~:%:---_ .. _ _:.':'__:'_'"_~"':'"'-~•~;;;,,"'··~-""--.,·"'-"'··..._-.,,.,•~••,;;;--1----<$'•,.,•,.,•;:.,--....;S:;:=,;;-~:2;::~:;_0;;,•:----.,,..•,.,,•~•;;;,,----•c§>•_,•.,•,;;;,,l-----l --------4.00--------·· ·o-.. -------------· ----,,,,~ ·-"~<£. ---"':.:,""-1-"''<::," c ____ ,,,""·'2<>" -; -"'..,-~~-!!l--+------,,;i,L---t+- 0 ___ ±_ ~---------~ --7;00 6.00---... ~-5.-00--.:~- <.O I"') ·-L 36+00 - 36+50 -1402-..... ..... CONSTRUCTION NOTES CRACK SEAL EXISTING PAVEMENT. ADJUST EXISTING UTILITIES (WATER VALVES. SSCO, SURVEY MONUMENTS, SEWER ANO STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. COLO EXISTING STREET PAVEMENT TO A DEPTH OF 1 I /8-INCHES BELOW THE EXISTING EDGE OF GUTTER ANO/OR PAVEMENT FINISHED SURFACE, WHICHEvl::R IS LOWER. CONSTRUCT VARIABLE A.C. LEVELING COURSE ANO 1 I /2-INCH THICK A.C. FINISH COURSE. "' u -~a:,~·1--~-----------------•-·--.. -- 37+00 "' .... .; -+ 37+50 38+00 --::· -+ CX) ,.., PROFILE SCALE VERT. 1"=2' HORIZ. 1 .. =20' ---------------------------- 38+50 t; i ----------------------( 2 0 5 6 -------------is I ffi -1416- -1418- 39+00 co 01 L() CT1 "'l ~F~/ '1-r,.. P,i ,~ ;;~ ~~ ~~ ,-i;:g No. 24967 Exp. 12-31-97 CIVl\.. (l;'CAl,\f REF: R-5077-S, F8 523 SHT 63 APPROVED OAT!: CITY ENGINEER R.C.E. NO. 24967 SCALE 1•=20• C-3176 BALBOA BOULEVARD RECONSTRUCTION 1:1:.i'M:EN MAIN SIREEI AND '(I SIREEI -oA_rr---"-_B_Y -'-----o_Es_cR_1P_TI_ON ______ A_P_P·_o.-1=0E=S1GN=Eo __ SL"'-'-i D-,RA=MI-MCR-'-ACl"-IA OTY OF NE\\PORT BEACH R€"1S!ONS CHECKED !DAil:: PUBUC -DEP•D'ft.rvt' R-5719-S CT 7 ~ 7 WP l 29 ,IJL 1998 """"" l'n I lllllll;n I