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HomeMy WebLinkAboutR_5856_SCITY OF COST.A. MESA VICTORIA ST ~ 17T ST i:5 15TH Sr' -1-='!--J< ~ •• ii JOHN WAYNE > AIRPORT ~ .... l'~ ~'«; BONITA ~r . 'N[Si ~ PROJECT LOCATION ~~ :J ~l BALBol---:: ~0 • l""SL,=c1 ~-'\· VICINITY MAP NOT TO SCALE SYMBOL LEGEND -0-POWER POLE 0 SCO SANITARY SEVIER CLEANOUT QSMH SANITARY SEWER MANHOLE ty FIRE HYDRANT ~ u WATER METER BOX & SERVICE D GM GAS METER ~ VALVE POV/ER POLE ANCHOR Q MONUMENT -x-x-x-FENCE BLOCK WALL TREE C {J SHRUBBERY _,,, .,,, .,,, --= ASPHALT PAVEMENT £:;:;:::;:;::'\:': BRICKWALK 1.·_-.-.·.· .· ·• :1 CONCRETE kval'aa~ BUILDING EXISTING CONSTRUCTION PROPERTY LINE I '°ftv~ ,~BBREVIATIONS AC ASPHALT CONCRETE DI? DUCTILE IRON PIPE VCP VITRIFIED CLAY PIPE RWV RESILIENT WEDGE VALVE FE FLANGED END MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING TIGHT STL STEEL ABAND ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CA TV CABLE TV DWY DrllVEWAY CO CLEANOUT (SEWER) ARV AIR RELIEF VALVE 8/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVE SW SIDEWALK WI/IF WELDED 'M RE FABRIC MLCCSP MORTAR LiNED CEMENT COATED STEEL PIPE NEW CONSTRUCTION ----<;__ --CENTERLINE RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE ----S----SEWER LINE -----W-----WATER LINE ~ --G---GAS UNE --E--POWER LINE --T--TELEPHONE LINE -CATV-CABLEVISION LINE --SP--SPRINKLER SYSTEM n STREET LIGHT -0-SIGN p-=.:J GARAGE OPENING L I WINDOW * SPRINKLER 12) 4"A.C. CORiNG INFORMATION MCWD MESA CONSOLIDATED WATER DISTRICT E~/lERGENCY TELEPHONE NUMBERS DAY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT ADELPHIA CABLE UNDERGROUND SERVICE ALERT MCWD (800)-624-8153 (800)-611-1911 611 (949)-644-3011 (714)-962-2411 (714)-338-2000 (800)-422-4133 (949)-574-1000 NIGHT (800)-624-8153 (800)-611-1911 611 (949)-644-3717 (714)-644-6222 (800)-422-4133 (949)-631-~ 1200 ,_. \0 \ ~ C'( C> .• ~ ~ 0 R ~\ PlJBLIC WORKS DEPARTMENT NEWPORT rBOUlEVARD, 30TH ST. TO 26T[~ ST. STREET REHA8~T A T~ON PROJECT C-3649 APPROVED: __ ---;===;::;---=-=-=-:-::--:-:-:=:-:-=---:::-::c:::--:--:----=-:--:--:-------- DIRECTOR OF PUBLIC WORKS RCE No. 36106 DATE APPROVED: -----:::-:-::::--:-::::-:-::-:-c=:::=--,,-,-=--,----------------- CITY ENGINEER RCE No. 24967 DATE JOTH S LOCATION MAP NOT TO SCALE INDEX OF SHEETS SHEET NO. 1 2-5 6 T-5918-S DESCRIPTION TITLE SHEET NEWPORT BLVD STREET IMPROVEMENT PLAN. NEWPORT BL VD. CROSS SECTIONS STRIPING PLANS I CORE LOG CORE No. PAVEMENT THICKNESS I CORE # 1 5" AC/6" AB CORE # 2 2" AC/7" PCC CORE # 3 4" AC/6" AB CORE # 4 4" AC/6" AB CORE # 5 4" AC/6" AB r------------:;:::;:-:;::::;::-;-.:;:---------T;;;:,::;;::;;::;;;;:--;:;-~;;;;;--------:-:;::--:::-;:-:-:-=:-:-----,r--'.===-------------__.j APPROVAL RECOMMENDED REVISIONS BENCHMARK, 54-J-782 MSL ELEV. 4.985 PREPARED BY: APPROVAL RECOMMENDED CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG DATE BY 2 o,,, N.C DESCRIPTION OF REVISiONS APPROVAL AS BUILT 0.00 MSLaa2. 73 MLLW AT NEWPORT BEACH, 0.5 MILE S. ALONG NEWPORT BLVD (ONE WAY NORTH) FROM THE P.C.H. UNDERPASS. AT THE "T" JUNCTION OF 29TH ST., 7.4rT N/0 A POINT IN LINE WITH THE N. CURB OF 29TH ST,. 6FT S.E. OF A 20" PALM TREE, 3.6FT N.E. OF THE N.E. CURB OF NEWPORT BLVD, 20FT OF S.E. OF POWER POLE 908370E, 0.7FT W/0 AN ANGLE IN THE CONCRETE SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK. AND SET IN il-lE TOP OF A CONCRETE POST PROJECTING 0.1 FT ABOVE THE GROUND. GENERAL SERVICES DIRECTOR UTILITIES DIRECTOR R.C.E. NO. 25553 D,\TE ________ DATE _______ _ GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL SE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORl<S CONSTRUCTION," 1997 EDITION AND SUPPLEMENTS TO DA TE EXCEPT AS OTHERY/ISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR 0!N THIS CONTRACTS SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION. AND FINISH TO ADJOINING IMPROVEMENTS. 4, P.C.C. SHALL BE CLASS 560-C-3250. 5. CONTRACTOR SHALL .~DJUST CITY UTILITIES ( e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 7. SEE T-5918-S FOR STRIPING PLANS. CONSTRUCTION NOTES: (D COMMERCIAL DRIVEWAY APPROACH, TYPE 1 PER CITY STD. PLAN 160-L ® REMOVE AND RECONSTRUCT PCC SIDEWALK PER CITY STD. PLAN 180-L @ 2' WIDE FULL DEPTH AC, SEE DETAIL 3 ON SHEET 4. 0 REMOVE AND RECONSTRUCT CURB & GUTTER, TYPE "A" PER CITY STD. PL~N 182-L (VARIABLE CF) JOIN (VARIABLE CF) JOIN EXIST. SIDEWALK ELEVATION. ® ® (j) ® ® @ (DJ @ @ @ @ @ @ @ @ @ ® @ @ @ REMOVE DRIVEWAY & REPL~CE VI/STANDARD CONC. CURB, GUTTER AND SIDEWALK PER CITY STD. 165-L. CURB RAMP PER APW.~ STD, PLAN 111-2, Z=X=6' (TYPE 1, CASE 8) MODIFIED PER DETAIL SHOWN. COLD MILL AC (VARIABLE THICKNESS) PER DETAIL ON SHEET 4. CRACK SEAL PAVEMENT. 2" ASPHALT RUBBER HOT MIX (ARHM) OVERLAY. REMOVE MEDIAN/PAVEMENT AND EXCAVATE FOR PROPOSED STRUCTURAL SECTION. 6" AC BASE COURSE OVER EXISTING BASE. ADJUST SEWER/STORM DRAIN MANHOLE COVER TO GRADE. ADJUST WATER VALVE COVER TO GRADE. ADJUST ELEC./TRAFFIC S!GNAL PULL BOX TO GRADE. COORDINATE ADJUSTMENT OF EDISON OR TELEPHONE MH/VAULT TO GRADE (BY OTHERS). GLASGRID. 1" AC LEVELING COURSE SAWCUT AND REMOVE PCC PAVEMENT. SEE 30TH ST. TYP. SECTION. REMOVE METAL PLATE AND FOOTING. CONSTRUCT ALLEY APPROACH 1YPE "A" PER Cl1Y STD. PLAN 142-L. ADJUST SURVEY MONUMENT TO GRADE. COLD M!LL PCC (VARIABLE THICKNESS) PER DETAIL ON SHEET 5. CONSTRUCT PARKWAY CULVERT, 1YPE C PER CITY STD, PLAN 319-L. REPLACE EXISTING TRAFFIC LOOPS IN KIND PER CALTRANS STD. PLAN ES-5A, ES-58, TYPE E. INSTALL LOOPS 2' INTO CROSS WALK OR STOP BAR UNLESS OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED PRIOR TO FINISHED STRIPING. AND APPROVED BY THE ENGINEER. DISPOSITION NOTE: DJ PROTECT !N PLACE I]] REMOVE [I] TO BE REPLACED BY OTHERS. UNDER CONCURRENT WATERLINE REPLA.CEMENT PROJECT. 14 EA. AS BUILT APPROVAL RECOMMENDED APPROVED C-3649 PRINCIPAL CML ENGINEER R.C.E. NO. 43003 STREET IMPROVEMENTS NEWPORT BOULEVARD TRANSP & DEV SERVICES MANAGER R.C.E. NO. 22045 DATE DATE. ________ I DESIGNED DRAl'IN SD HN CHECKED DA TE SD 15 JAN 2004 CITY OF NEVVPORT BEACH R-5856-S PUBLIC WORKS DEPARTMENT SHEET 1 01' 6 V 9 8 7 6 9 8 7 6 9 8 7 6 35', ,_ PROPOSED W'L Y TC-, PROPOSED ~'LY FL'\\ T= 87' l=10.85' /J/2 /J/2 ~"' \ \ ~.t;~itl=·---;.;,· ~~\wo(;.:.7"'0::,.%t'-7 2 --~ I 0.88% e L=48.81' OVERLAY GREATER THAN 2" [=65,8' EXIST. E' Y TC, \ \ --j__ PROPOSED L GRADE ~! cl ~1~ 1 EXISTING I _L_ VERT: 11i = 2' -- W'LY TC L=25.19' L=2 .01' HORIZ: 1" = 20' _L !-------'----------'---------'----------------'-----_.,_____,_,__ -----'--·-----------'---------------'----- 9+00 10+00 11+00 ' / _o ___ _..- 20' 20' I DJ EXIST. !SIDEWALK\ I--:..._ I r;, EXIST. CURB ___ _ '\::!.J AND GUTTER- ,----------{1)- 5' 9}--------1 AX V, Q) 1~ ;WALK 111 _:~1:_2·~ 1~· ::;M~ -~)( 1,,,-f~~t~fl(Tt) .----EXIST. CURB f4' * I 5/8" COLD Mill ../ AND GUTTER'-:V ·-'<-~ Q) 5' \..@ NEWPORT BLVD. TYP. SECTION NTS ' IF I.VD/CA TED ON PLAN 12+00 13+00 14+00 R£TA/N/riG CURB 6' <$'7' ' J-- ,.-TRAFf!C M£TER SCALE: 1 "=20' DETAIL "A" SCALE 1"=10' -~ ~ '7": -.Al . ""-'-- 1/ ~ CII/\\.. ~~ PA1E 13Y 210 N,C LEDEND ~ L___j REVISIONS COLD MILL AC. FULL DEPTH A.C. EXISTING MANHOLE EXISTING WATER VALVE CORE LOCATION DESCRIPTION CF REV!S!ONS APPROVAL AS BUILT CONSTRUCTION NOTES: 0 0 ® ® 0 ® ® @ @ @ @ e @ @ @ 2' WIDE FULL DEPTH AC, SEE DETAIL 3 ON SHEET 4, REMOVE AND RECONSTRUCT CURB & GUTTER, TYPE "A" PER CITY STD. PLAN 182-L (VARIABLE CF) JOIN (VARIABLE CF) JOIN EXIST, SIDEWALK ELEVATION. REMOVE DRIVEWAY & REPLACE VI/STANDARD CONC, CURB, GUTTER AND SIDEWALK PER CITY STD. 165-L. CURB RAMP PER APWA STD, PLAN 111-2, Z=X=6' (TYPE 1, CASE 8) MODIFIED PER DETAIL SHOWN, COLD MILL AC (VARIABLE THICKNESS) PER DET/,IL ON SHEET 4. CRACK SEAL PAVEMENT, 2" ASPHALT RUBBER HOT MIX (ARHM) OVERLAY. REMOVE MEDIAN/PAVEMENT AND EXCAVATE FOR PROPOSED STRUCTURAL SECTION, 6" AC BASE COURSE OVER EXISTING BASE, ADJUST SEWER/STORM DRAIN MANHOLE COVER TO GRADE, ADJUST WATER VALVE COVER TO GRADE. ADJUST ELEC./TRAFFIC SIGNAL PULL BOX TO GRADE. COORDINATE ADJUSTMENT OF EDISON OR TELEPHONE MH/VAULT TO GRADE (BY OTHERS), '." AC LEVELING COURSE REPLACE EXISTING TRAFFIC LOOPS IN KIND PER CAL TRANS STD. PLAN ES-SA, ES-58, Tr'PE E. INSTALL LOOPS 2' INTO CROSS WALK OR STOP BAR UNLESS OTHERWISE SHOWN, LOOPS SHALL BE INSTALLED PRIOR TO FINISHED STRIPING, AND APPROVED BY THE ENGINEER. DISPOSITION NOTE: OJ rn 11] PROTECT IN PLACE REMOVE TO BE REPLACED BY OTHERS. UNDER CONCURRENT WATERLINE REPLACEMENT PROJECT. AS BU~LT C-3649 APPROVED DATE PRINCIPAL Cl-,,L ENGINEER R.C.E. NO, 43003 STREET IMPROVEMENTS NE\fl/PORT BOULEVARD f-----+--+----------------DESIGNED SD DRAIIN HN CITY OF NEWPORT BEACH R-5856-S l--+--+----------------1-----1 CHECKED SD DAT,E5 ,JAN 2004 PUBLIC VVORf<S DEPARTMENT SHEET 2 OF 6 • l ,j 9 8 7 6 9 8 7 6 13+00 CONSTRUCTION NOTES: 0 0 2' WIDE FULL DEPTH AC, SEE DETAIL 3 ON SHEET 4. REMOVE AND RECONSTRUCT CURB & GUTTER, TYPE "A" PER CITY STD. PLAN 182-L (VARIABLE CF) JOIN (VARIABLE CF) JOIN EXIST. SIDEWALK ELEVATION. COLD MILL AC (VARIABLE THICKNESS) PER DETAIL ON SHEET 4. CRACK SEAL PAVEMENT. 2" ASPHALT RUBBER HOT MIX (ARHM) OVERLAY. REMOVE MEDIAN/PAVEMENT AND EXCAVATE FOR PROPOSED STRUCTURAL SECTION. 6" AC BASE COURSE OVER EXISTING BASE. AD,/UST SEWER/STORM DRAIN MANHOLE COVER TO GRADE. ADJUST WATER VALVE COVER TO GRADE. CONSTRUCT ALLEY APPROACH TYPE "A" PER CITY STD. PLAN 142--L. ADJUST SURVEY MONUMENT TO GRADE. REPLACE EXISTING TRAFFIC LOOPS IN KIND PER CALTRANS STD. PL~N ES-SA, ES-58, 1YPE E. INST/ILL LOOPS 2' INTO CROSS WALK OR STOP BAR UNLESS OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED PRIOR TO FINISHED STRIPING, AND APPROVED BY THE ENGINEER. 14+00 ~ V)l½~~ id ~ ~"-~ ~"" ~r--.'.0 "' ~~ ;) DISPOSITION NOTE: [J] [] PROTECT IN Pl.ACE TO BE REPLACED BY OTHERS, UNDER CONCU.RRENT WATERLINE REPLa~CEMENT PROJECT. 15+00 . . EXIST. E'L Y TC~\ • _,...-J..... EXISTING W'L Y TC L=4B.67' PROFILE SCALE: HORIZ: 1" = 20f , VERT: 1" ~ 2' 16+00 COLD MILL 1RANS!T!0N ·,'17, ' \ ;e--_:,;----@@@ I ~1 I .,!.,J'-I LEDEND □ ', ' I r-srA. 16+53.97 NEWPD.RT BL VD= / '.\ r-7 24 I I 1 %15-A. 10;·00.00 28TH ST. /'o':, 16 L-, SPK-N 9341.99-£ 10173.16 ·~", 1--7 r- I 1, I 9 8 FD SPK & WSHR 21 L-~ L_..J 24 0 ro· \c, COLD MILL AC. FULL DEPTH A.C. EXISTING MANHOLE _EXISJJNG WATER VALVE CORE LOCATION SCALE: 1 "-20' L=37.67' ------T . . ------- -xlSTING C GRADE T .~ •• L=29.66' 17+00 DAT£ BY 2/0 N.C r Ex STING w'LY re T ---. -. -- . . REVISIONS j 1n DESCRlPTION OF REVJSIONS AS BUILT -+-- 18+00 18 ~. ' APPROVAL \ 0 I [\ APPROvtD PRINCIPAL C1'1L ENGINEER R.C.E. NO. 43003 DATE DESIGNED SD DRAWN HN f----l---f-------------------+-----1CHECKED SD DATE 15 JAN 2004 t' "'R- ~;::, EXIST. ~ / PROPOSED W'L Y TC 0.4% 19+00 @ AS BU~LT C-3649 STREET IMPROVEMENTS NEVVPORT BOULEVARD CITY OF NEWPORT BEACH I R-5856-S PUBLIC WORKS DEPARTMENT SHEET 3 OF 6 • PROPOSED 19+00 20+00 SCALE: 1 "== 20' EL£C, RiS£R , ' 1 LEDEND CJ I ® DETAIL "B" SCALE 1"=10' COLD Mill AC. FULL DEPTH A,C, EXISTING MANHOLE EXISTING WA 1ER VALVE CORE LOCATION 21+00 9+63,38 PROFILE SCALE: HORIZ: 1" ~ 20' VERT: f' = 2' JOIN EX, S!D[WAt, :<,.G .~,J~ ~" I "' DETAIL "C" 6" RETAINING CU,98 !TI £XIS1: SIDEWALK\ --,-.\__ 3/8" AC LIP -- @ GUTTER (TYP)- PROPOSED CURB AND GUTTER 5' COLD MILL I 2· AC OV[:RLAY ,_FULi. DEPTH AC (1' DEEP) 0 FULL DEPTH AC DETAIL NOT TO SCALE EXIST. AC _,__ SURFACE 3/8" AC UP @ GUTTER (TYP,~ COLD MILL O" COLD MILL rl. ""· --t--.1 I / ~ ---2" ~c OVERLAY EXIST. CURB '] '\_ 1 5/8" COLD MILL & GUTTER COLD MILL DETAIL (j) ADJACENT TO CURB/GUTTER NOT TO SCALE 20 '-35' COLD MILL JOIN EXlST. PAVEMENT\ EXIST. AC SURFACE o• COLD MILL 2" AT POINT OF JOIN • ------Ji -, 2• AC OVERLAY ' COLD MILL DETAIL 0 1---'-F-=O:.:..R=--=LO=N':":G===i=T=U""Dl,,,,N=-'A""'L-=J'-"O""'IN_,___ NOT TO SCALE DATE BY REVISIONS DESCRIPTION. OF REVIS!ONS 912 0 N,C AS BUILT CONSTRUCTION NOTES: @ 2' WIDE FULL DEPrH AC, SEE DETAIL 3 HEREON, 0 REMOVE AND RECONSTRUCT CURB & GUTTER, TYPE "A" PER CITY STD. PLAN 182-L (VARIABLE CF) JOIN (VARIABLE CF) JOIN EXIST, SIDEWALK ELEVATION, © CURB RAMP PER APWA STD. PLAN 111-2, Z=X=6' (TYPE 1, CASE B) MODIFIED PER DETAIL SHOWN. 0 COLD MILL AC (VARIABLE THICKNESS) PER DETAIL HEREON, ® CRACK SEAL PAVEMENT, ® 2" ASPHALT RUBBER HOT MIX (ARHM) OVERLAY, DISPOSITION NOTE: [I] l1l PROTECT IN PLACE TO BE REPLACED BY OTHERS. UNDER CONCURRENT WATERLINE REPLACEMENT PROJECT, PROTECT EXISTING Cl TY LANDSCAPE AND /RR/GA TION SYSTEMS, ANY AND ALL REPAIR WORK TO CITY LANDSCAPE WILL BE PER CITY STANDARDS; PROTECT ALL CITY TREES. AS BU~l T APPROVAL APPROVED DATE PRINCIPAL CIVIL ENGINEER R.C,E, NO. 43003 C-3649 STREET IMPROVEMENTS NEWPORT BOULEVARD 1--+---t-----------------t---DESIGNED SD DRAWN HN CITY OF NEWPORT BEACH . R-5856-S PUBLIC WORKS DEPARTMENT I SHEET 4 OF 6 f--+---+------------------t---CHECKED SD DATE 15 JAN 2004 10+00 SCALE: 1"=20' J/8" AC UP - @ CUTTER (TYP) 9 8 a '" "-"' g i~ .,_..., "' "' 8 f2 "" "' "" ~1 9 ~I(', 0,"' 8 ~ C: 0, o,' 7 "'"'' ~!::. N I-!.,J w J: VI w w (I) 0 w z :J "' ,,, ::c ci "' f:: + '" <( ~ I I'-.-• ro © + Cl) s·-cow MILL J' 1 of~ _IOh ct orj -T ~ ~ w '..?: 10! ~~~· ~~ ct; ~8 .?, .!. 17 5 9 1 1 /2" COLD MILL PCC COLD MILL DETAIL ~ ADJACENT TO CURB/GUTTER ~ NOT TO SCALE FROM STA. 8+50 TO STA. 9+3Z84 ALONG NORTH CURB f'RO.\I STA. 7+ 10 TO STA. 7+87 & STA. 8+50 TO 9+ 19.30 ALONG SOUrH C/JRB r:;,, ~) EXI T. & PROPOSED S'LY PROPOSED EXIST. & P 0.52% DAB% 0.2oz 0.08% 0.-32% C: ;;J <ti PROPOS D S'L Y FL c:I 9 8 0.26% 9 8 EXIS . 8 7 9 \_PROPO~ ED N'L Y FL 8 7 I") ti ,;;: <ti I '" ''"' 00, J Cd 9+00 ;.._ ---·•- ci <o .... o:i ::::: I f2 fA "' " :g ;j; ;j; oi l - SAWCUT & JOIN --- "' G:"' 1 '" !:; <n~ oj ~ ;,, I k; ~ ;;\ ""ec"' Vi "' " .. C,"' "1 '<!· oj~ ..., "' 2 ;j; £ - a, 00 4 ~ 3 18 4 .,... ~ : 30TH + E~ PCC_PAVEMENT"",, ST. a, 4 4 ✓'-. EX. AC PA V[l,l[NT "":,. ;.._ 00~~ I -"' "' & ,JOIN 1 CONSTRUCTION NOTES: CD ® 0 © ® (j) ® ® @) © @ @ @ @ @ ® @ @ COMMERCIAL DRIVEWAY APPROACH, TYPE 1 PER Ci1Y STD. PLAN 160-L REMOVE AND RECONSTRUCT PCC SIDEWALK PER CITY STD, PLAN 180-L. 2' WIDE FULL DEPTH AC, SEE DETAIL 3 ON SHEET 4. REMOVE AND RECONSTRUCT CURB & GUTTER, TYPE "A" PER Cll'Y STD. PLAN 182-L (VARIABLE CF) JOIN (VARIABLE CF) JOIN EXIST. SIDEWALK ELEVATION. REMOVE DRIVEWAY & REPLACE W/STANDARD CONC. CURB, GUTTER AND SIDEWALK PER CllY STD, 165-L. COLD MILL AC (VARIABLE THICKNESS) PER DETAIL ON SHEET 4. CRACI< SEAL PAVEMENT. 2" ASPHALT RUBBER HOT MIX (ARHM) OVERLAY. REMOVE MEDIAN/PAVEMENT AND EXCAVATE FOR PROPOSED STRUCTURAL SECTION. 6" AC BASE COURSE OVER EXISTll-:G BASE. ADJUST WATER VALVE COVER TO GRADE. GlASGRID. 1" AC LEVELING COURSE SA\'/CUT AND REMOVE PCC PAVEMENT. SEE 30TH ST. TYP .. SECTION, REMOVE METAL PLATE AND FOOTING. COLD MILL PCC (VAR!ABLE THICKNESS) PER DETAIL HEREON, CONSTRUCT PARKWAY CULVERT, TYPE C PER CITY STD. PLAN 319-L REPLACE" EXISTING TRAFFIC LOOPS IN KIND PER CALTRANS STD. PLAN ES-5A, ES-58, 'TYPE E. INSTALL LOOPS 2' INTO CROSS WALK OR STOP 8,~R UNLESS OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED PRIOR TO FINISHED STRIPING, AND APPROVED BY THE ENGINEER. 00 J I 4) PROFILE SCALE: HORIZ: 1• = 20' VERT: 1" = 2' JO!N EXiST. PAVEMENT 20' COLD. MILL EXIST. PCC ,-SURFACE ro" COLD MILL I GLASGR/D 3" AT POINT OF JOIN ----1_7 2" Ac ovr-;~ r _J --J AND 1" LEVELING comsE PCC COLD MILL DETAIL ~ FOR LONGITUDINAL JOIN \:::.:;) NOT TO SCALE a: 20· 20· JOIN 1 ,x,sr SIDEWALK 1 , 1 --- 3/8" AC UP !ii GUTTER (TYP) NTS • If IND/CA iED ON PLAN RL----------------+q;_so_· --------------R/W• I 17• 1a· r-i7 PROPdsrnr•J/ @ GUTT£R {T'fPy r;,, CURB \:.I AND GUTTER \ -SEE DETAIL TO THE_/ LEFT HEREON ~ ! 2" Ov!:RLAY AND : 1 • L£VEUI/G COURSE I 1/2" COLD MILL rGLASCR/0 I 1/2" COLO Mill 30TH ST. TYPICAL SECTION NTS • IF IND/CA TED ON PLAN _ CURB r;,, AND currrn0:J & PROPOSED c w .,1;·(_'} to k2 4!: o:,j.-...,U -"'-cS ~ o.,"' -~ " -"' "' ' "' DAT£ BY 2 0. N,C N'LY TC h ~ a N'LY TC f.2 :~ :,.. ~ 0 -, -~ "'~-~ +'" --~ C ts :1: -~ - 0.74% 0.20% "' "' ' I ' ri ~ ; t< -.c...... EXIST, & PROPOSED S'L Y S'LY TC 0,21% P OPOSED S'L Y FL LEDEND □ COLD MILL AC, FULL DEPTH A.C. I'., EXISTING MANHOLE ® EXISTiNG WATER VALVE "$ CORE LOCATION REVISIONS DESCRIPTION OF REVISIONS APPROVAL AS BUILT \ \ SCALE: 1 "= 20' ~?) ........._ cs: iii~ 'Z ,::: 0 \,! ~C, :;o -~~'\"\. :::i "'i~ .J..:. ~ c..\-OJ o-0 -+ Zc,, C n\(" i., er. 'Z "'\°' CJ I ..__, \ ( "" ~ - DISPOSITION NOTE1~s ,□0~ u. ~ ~r. m PROTECT IN PLACE n ~ L C-3649 APPROVED DATE PRINCIPAL Cl"1l ENGINEER R,C,E. NO, 43003 STREET IMPROVEMENTS NEWPORT BOULEVARD l--+--f--------------------t-----1 DESIGNED SD !DRAWN HN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5856-S SHEET 5 OF 6 f---+---1--------------------+------ICHECKED SD ,DATE 15 JAN 2004 ~d'l '-. I (t\ U) ·-I )> . .... v,I + 0 0 . 0 0 (/) ·-I ► 0) ·-.J co ---,z=:_,,___-7..,,, (7.16 TC) (7.08 FL) '\_ .. 'I (7.22 EG) m \~~~\ \ \ \ \ \~-\ \ \t \ \\~ ~ \, \,, c,'> /~;, NEWPORT BLVD. I ·S: I I o> I . . I g, . .<-.S I I ~-! '.1 I f I~ • I I • I~--I ,t:1, '!/~ ' / Q, Jl! ~O' (7.23 EG) L_ C (7.40 TC) .(?.J.:3....ill. '1 co \"-:::'-~-= (7.73 TC) (Z.65 FL) \_ " (7.43 EG ~ \\. \':~~ \\\----~ (/) ;i;! -' N + U1 0 0 0 \ \\l 4q, ~:i; I /4'> • OJ (J) '--l OJ 7.27 TC} (6.81 FL'· \~.._\-.': (7.17 EG) \\.~-S, \\ \. \\ ,,., \\1i . \ \\ ,<4" i~ > . -ffk /0'> f" > If NEWPORT BLVD. ;::; ~ + I I 0 l 0 , '/ //11.Ao 0 I 1/,-0 I I /!.~ I I I I I I ' -~ _g.,,,_ d .. ,~ .i., (7.18 EG) . (7.56 TC) (6.99 FL) --- --.J OJ v' =-(7.42 TC) (6.94 FL) \_ ~\ (7.18 EG) \·:.~ \'\ ~c: • (/) _.,. U1 + ()1 \ \ 1"' I IV) ll . I -' TJ" ! NEWPORT BLVD. :t 1 I I_ ·&,,. 'J) ~ \ \ ~~-At q,\," lq 1~ \ \ ~'>. -------+/~fr_ NEWPORT BLJD. t 1///4 I~ ~ 0 0 0 I l/4~ 8 I I lt,,J 0 l Ilg o / I 1l[1; I 1;/~ I J • ljj'~ /! 'fl:-4 • ' J/J#,ef)' (7.33 EG) /;;;:_]_::.: (7.72 TC) (7.22_ FL) l:1;· 7.,. ! ! f J/t\; 1t i1~1}i(7.11 EG) L _7. 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