Loading...
HomeMy WebLinkAboutR_5745_SI i VICINITY MAP NOT TO SCALE SYMBOL LEGEND -0 POWtR POLE (0',SSMH SANIT',RY SEWER MANHOL[ • -· ;:mE HYDRANT IJ·WM_ WATER METER BOX & SERvlCE 1··1GM L.! GAS METER ,;;,. -VALVE c--POWER POLE ANCHOR D, MONUMENT FENCE BLOCl(WALL TREE SHRUBBERY "'" '"" 0_., .,_, ASPHALT PAVEMENT CONCRETE BUILDING EXISTING CUN'5TRUCTlm.i PROPERTY LINE NEW CONSTRUCllON -t-CENTERLINE .. . .S -SEWER LINE \\'. WATER LINE E PC'W':R LINE .. TEI. ----TELEPHONE LINE CABLEv1SI0N UNE S1REET LIGHT SIGN GARAGE OPENING WINDOV/ ABBREVIATIONS AC ASPHALT CONCRETE DiP DUCTILE IRON PIPE VCP \ITR!FiED CLAY PIPE RWI/ RESILIENT WEDGE VALVE FE FLANGED END MJ MECHANICAL JOINT NTS NOi TO SCALE RT RiNG TIGHT STI. STEEL ABAND ABANDONFD IP&T IRON PIPE AflD TAG MON Mot~UMENT CATV C':'GLE; TV DWY DR!VfW!i.Y co CLEANOUT (SE\\[R) ARV A!R RELIEF VAL VE B / APPR BACK OF ALLEY APPROACH EV ELECTHICAL VALVE SW SIDEWALK W\\f WELDED \11RE FABRIC MP METAL POST CAA mi, il-JCD •\(;GREG1\TE BASE PCC PORTLAND CDi,LN r CONCRETE CNB ClTY OF NEWPORT BEACH EMER(;ENCY T[LEPHONE NUMBERS SOUTHERN CAUFOl<NIA GAS COMPANY ~'.illTHERN GAUFORNlA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DI\ISION) ORAN,;E COUNTY SANITAllON DISTRICT •:OMCAST CABLEVISION UNDERGROUND SERViCE ALERT DAY 1(800)-624--8153 ·-1(800)-611-1911 611 (949)-644-3011 (714)-962 -2411 (949)--542--6222 -. 1{800)-422-4133 NIGHT 1 (800)-624-8153 1(800)-611-1911 611 (949)-644-3011 . (949)--644-6222 • 1(800)-422-4133 GENERAL NOTES 1. ALL WORK DETAILED ON THES[ PLANS TO BE PERFORMED UNDER CONffiACT SrlALL, EXCEPT AS 01HER\\1SE STATED IN THE CITYS STANDARD SPECIAL PR0\1SI0NS, OR IN IBIS CONffiACT'S SPECIAL PROv1SI0NS, BE CONSTRUCTED IN ACCORDANCE 1nTH THE "STANDARD SPECIFICATIONS FOR PUBIJC WORKS CONSTRUCTION; i997 EDlllON, AND SUPPLEMENTS TO DA TE. 2. EXISTING UNDERGROUND UTILITI[S ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACT'JAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURrACES SHALL CONfOHM IN GRADE. COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. SEE PLAN i-5804-S FOR TRAFFIC S1RIPING. 5. P.C.C. FOR FOR ROADWAY SHALL BE CLASS 560-C-3250. PlJ-BLIC WORKS DEPARTMENT 6. AT JD:NS, MATCH LINE AND GRADE OF EXISTING. PAVEMENT, SIDEWALK, CURB AND GUTTER. 7. ALL CONTACT JOINTS BETWEEN NEW P.C.C. AND EXISTING P.C.C. IMPROVEMENTS SHALL BE PER CNB STD-108-L. 8. ADJUST EXISTING UllllllES (WA1ER VALVES, SCO, SURVEY MONUMENTS, SE\¾lR AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. 9. CONTRACTOR SHALL REV!EW AND NOTIFY THE CITY OF All TREE/SHRUB OVERHANG PRIOR 10 CONS:RUCTION THAT MAY HINDER HIS EQUIPMENT OR CONSTRUCTION. 1HIS NOTIFICATION SHALL BE MADE TO nlE CITY 14 DAYS IN ADVANCE SO THAT THE CITY MAY NOTIFY EACH OWNER. NEWPORT HEIGHTS STREET IMPROVEMENTS: 10. DiGOUTS OF DISTRESSED PAVEMENT Will BE Me.RKED BY CITY FORCES PR!OR TO CONSTRUCTION. SANTA ANA AVEr\JUE, CATALINA DRIVE, HOL~AWOOD DRIVE AND BEACON STREET C-33 ]3 APPROVED: J,,----•• } Cl½ DATE ~ { /3 .a) DIRECTOR OF PUBLIC WORKS R.C.E. NO. 16791 \PPROV[D: CORING LOG (SEE LOCATION ON PLANS) LDC.ATION ASPHALT 401 HOLMWOOD 3-INCHES 307 HOLMWOOD 3-INCHES 445 CATAL!NA 4-INCHES SANTA ANA/CUFF DR 6-iNCHES (P.C.C.) 317 SANTA ANA 3-INCHES 431 SANTA ANA 3-INCHES 538 SANTA ANA 4-INCHES BASE 4-INCHES 3-l~CHES 0 0 0 0 0 CONSTRUCTION NOTES COLD MILL A.C. PAVEMENT. CONSTRUCT VARIABLE TI1ICKNESS A.C. COURSE. CRACK SEAL CONSTRUCT 2--iNCH THICK A.C. FINISH COURSE. REGRADE ( 4; 1 MAX.) AND RESEED. REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND GUTTER TYPE "A" WITH 1-Fom GUTTER V.ffH 1-INCH HIKE UP TO EDGE OF GUTTER PER CNB SID-182-L PROTECT IMPROVEMENTS IN PLACE. REMOVE APPROACH AND CDNS1RUCT P.C.C. ALLEY APPROACH TYPE "/,." PtR CNB sm-142-L, RADIUS EQUALS 5-FEET. REMOVE EXISTING AND CONSTRUCT 3-INCH A.C. ON 4-INCH C.A.B. REMOVE P.C.C. CROSS GUTTER. ' REMOVE EXISTING AND CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CNB STD-163-L. REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND 3-fOOT GUTTER \'ilfrl 3-INCH HIKE UP TO EDGE OF GUTTER PER CNB STD-182-L. REMOVE EXISTING AND CONSTRUCT 8-INCH THICK P.C.C. INSTALL HOOT BARRIER. REMOVE EXISTING AND CONSTRUCT 4-INCH fl-llCK P.C.C. SIDEWALK. CONSTRUCT CROSS GUTTER OR SPANDRALS PER CNB SID--186-L. CONSTRUCT CROSS GUTTER PER CNB S1D-185-L. UNCLASSIFIED EXCAVATION. UNCLASSIFIED FILL. f<FMOVF EXISTING AND CONSTRUCT 3-INCH A.C. ON 6-INCH C.A.8. (~} = SHEET NUMBER LOCATION MAP NOT TO SCl,LE BENCHMARK: APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED ~JV£\ CM-23-70 1--<'.L~~~-~-.:....~w~-~:c:;....l(a~~~~' ~~:,__;,. aL.!· ~~~-~-::........1~~Mfil•1 \ \~~Q_ j,.:,,..._ GENERAL SERVICES DIRECTOR = UTIUTIES MANAGER IBANSP ,. "F.V SER"CES "A"AGER SENIOR Clv1L ~ER AT THE NORTHEAST PART OF THE INTERSECTION OF SANT.'. ANA AVENUE ~ u -" " " -- AND BEACON STREET, 121.5 FT. NORTHEAST OF THE CENlERUNE u, R.C.E. NO. 25553 R.C.E. NO. 22045 R.C.E. NO. 43003 BEACON STREET. 29.3 FT. SOUTHEAST OF THE CENTERLINE OF SANTA ANA D.•TE s:'-18 ~00 DATE _-;:-rB-t:JO ATE _M 2~ DAlE ffif\'( l ~ ,"l..~--1------------8 AVENUE, 19.5 FT. NOR1HEASJ OF 1HE CENTERIJNE OF MESA. DRIVE, SEf l.i THE SOUTHWEST CORNFR OF A 4 FT. BY 5 FT. CONCRETE CATCH BASIN. DESIGNED DRAWN R-5*45-S LEVEL ¼ffrl THE TOP CURB. SL M GRACIA ELEVATION 82.100 CHECKED DATE SHT.1 OF 9 .._ ______________________________________ , ______________________________________ .... ...,.._...;. __ .;.... ________________ ...1, _________ ..J. _____ ~----...!---------J.---...!iRlS.J....J1,,;:8~M~A,:_Y~2~00;,:;D;.J._....;...., .......... ..:...:.. ..... _...J ~ " Cl ~~ ~ ii -;, Fi C, ~ ' ~ z C: ?: OJ rn JJ s, ---~-----· ---~ 0 ' • if.~ z,1/ l •=j u ~ .,c;;,;"' JJ ·-!> ('\ ? . iYt -~ "'- ""-~ GJ ,.,,..,. r7.J --;, •----f';) L.. , . s .. ~'•·~ (D rn JJ 90 ----··--·-· N'LY F.L. 88 S'LY F.L. G) 0 G) 0 0 ® ® ® @ @ @ 86 84 11+00 10+00 w z 80' CONSTRUCTION NOTES COLD MILL A.C. PAVEMENT. CONSTRUCT VARIABLE THICKNESS A.G. COURSE. CRACK SEAL. CONSTRUCT 2-INCH THICK A.C. FINISH COURSE. REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND GUTTER TYPE "A" WITH 1-FOOT GUTTER WITH 1-INCH HIKE UP TO EDGE OF GUTTER PER CNB STD-182-L. REMOVE APPROACH AND CONSTRUCT P.C.C. ALLEY APPROACH TYPE "A" PER CNB SID-142-L, RADIUS EQUALS 5-FEET. 9+00 REMOVE EXISTING AND CONSTRUCT P.C.G. DRIVEWAY APPROACH PER CNB SID-163-l. • • REMOVE EXISTING AND CONSTRUCT 8-INCH THICK P.C.C. INSTALL ROOT BARRIER. UNCLASSIFIED FILL REMOVE EXISTING AND CONSTRUCT 3-INCH A.C. ON 6-INCH C.A.B. NOTE: EQUIPMENT EXHAUST SHALL AVOID DIRECT OR CLOSE CONTACT WITI-1 TREE FOLIAGE OVERHANG. ONLY MINIMAL TREE TRIMMING SHALL BE ALLOWED ON SANTA ANA AVENUE. 8+00 7+00 6+00 5+00 60' CLAY STREET SANTA ANA AVENUE SECTION SHOWING PCC PAVEMENT RECONSTRUCTION ON SANTA ANA AVENUE LIMITS OF P.C.C. PAVEMENT RECONSTRUCTION STA 8+3'.3 TO 8+60 STA 9+00 TO 10+50 STA 13+00 TO 16+25 STA 20+69 TO 21+11 NTS 4+00 5/8" + "' N fi: ::, '-' i i I -f---------1 S'L Y F.L. 94 I ·----·1--. ----------------------____________ , ______________________ --~-- i 3+00 2+00 FB. 524 1---t--------,,-----------· ----------------- 1+00 APPROVED DATE SENIOR CIVIL ENGINEER R.C.E. NO. 43003 DATE BY , DESCRIPTION REl-1SIDNS APP'D. DESIGNED DRA\\N SL MGRACIA CHECKED DATE RS 18 MAY 2000 0+00 SHADING LEGEND I I I I ® 2-INCH THICK FINISH COURSE 0 8-INCH THICK P.C.C. C-3313 STREET IMPROVEMENT SANTAANA AVENUE 15TH STREET TO CLIFF DRIVE CITY OF NEWPORT BEACH R-5145-S PUBLIC WORKS DEPARTMENT SHEET 2 OF 9 <? \f,,;" ~ ~-~ "' ~;_,, z C s:: DJ m ::0 7;.:,,, \ '\~, -1-1 c· ;,.-,_,.,.. .. , ,.\ t.t"_t <·¾' . ,. ·ex-,. ----·------I-. 88 N'LY F.L. C/L 82 23+00 *ClTY FORCES \\ILL MARK P.C.C. REMOVAL AND REPLACEMENT AREA PRIOR TO CONSTRUCTION. 22+00 21+00 • 20+00 19+00 18+00 17+00 16+00 1r rn· ~ m· 17' I I r7 £a'\ . • PROTECT P.C.C.~-. . I . '2a) r7 .. I j / C/ ' j I /'-:::::/ I ! -' 1 I / -____ -4______ ! I l ~ i I -/-----~--·-· .. -,1 . ---.,.--LI-____ JI 11 i , I l--,r--/ , I ~ ,~ 3/a• l1Pr~ 11 _____ .,_--_-. --~--~---t------------(---------{~=~-=~~---~----i' ___ j 3/8" LIP ••,,, ,,,~ ;a,~:\~: ___ _ ___ ----_ '--. ~'1, C.B . .._ -;;zj 80,' TYPICAL A.C. RECONSTRUCTION ON SANTA ANA AVE ',~,<~~::·-=:'-;}: .• ·jl w~ ~'- I I ~ NOT£: S-c.£ PLAN vlEW fOR EXACT LOCATION OF A.C. PAVEMENT RECONSTRUCTION NTS \ 1· (11) \ 'be:,"-'b'\C\ X 1 5' 1.J.L 21· 21· 13• : f!§ \ ~ ·, 1 ~"'~ w:1·1.5• , i I 17 Z .._ I _:,'/ 7 f½- 1 ; '-" II I : !c:, I • ci--'1,0~~ 88 84 15+00 14+00 13+00 12+00 11+00 ,. ' TYPICAL A.C. OVERLAY SECTION ON SANTA ANA AVE N01E: SE£ PLAN vlEW fOR EXACT LOCATION OF A.C, OVERLAY NTS :: ~ I !z ~ I I-0 ALLEY I I.; L-c ~ci:l-1' X=1.5' 4,:- 1 :: z 1:.5 ~"" , ~: 15'_ I sb--"'f'Ho---=--1 -·4rJ,-W=16' 410-X=15' I I (~/8 I :: ~ ~1~ ,, \ ;ii;;!; ri I -j11-I -,'5-I I 111 I 32S I '?" I ,,, I -•:.7-I 12'l1~I ~- 8 '. 12: <0(5) ! r@-;:_4lS-!';:l ! -/41.'-! ..,. ! ~ -!?~-! /,'_ ! ,.._~•·'!1 ' N~ : -' w 'I ;_,,,,,, NII ~3UCC,-•'f• f I -31 ;-I I i I f I 1 .. :::·\...:,,holl>"+r·~--r 111.0 ~gua I ~ ~ ~· + I -~ + G 2+7 1 I"'.-··.-R~45' 1 a , 1 1 1 e t ' • 1 :11 , "&0-,..1 -:1 1112 ~ + + c + + ~ Pl N (',I ----1 z "'°~ ~-\ \ )10.2,-~'?:~;-::::;:,:-"d' P ;s:_·~-· @--~I i 1~:=:00~" ~·-:· _ _·--~· _ .. _ ~ ~---= ----~~ k::--;''.'.,L~;;/4 !k,;~ ~: ; ' •:' , " ,, "':-: .\ ::"''. 1 . . ~ / ~~--'~'~;;,.-~&[jl,!_,_'.;;~ ~ .. ~ ~ ~'c· ~~/. *1fa" 'y<' / < .. / . ' > ,\ -:r:u --;/:;.--::z;/I"/ /////////!'/ /////,X,'//,'/ /,';// / ,, ,;,2)5C/·/sv>;;1, './,~(','./~<'./>.;/;/•/·?/.%✓/%>:>5;/2·;%>;z;,~',<t:: );'.;;;,;,~y/ ,,:,;,~~,Z,-.Z;;i;i?;'.:%i(y;;21/;;X';);',i;ft,;2:0J?'%;:c::%:•~J•;;(;'y; / "/' / r8'.f ;(:2;:::1?;: ;;;;,; ,?;;l:~zr:::;·, /; .. '. :· ' -I ;, .· .• : , ' . - . _. . . . ': • ~' ." . -~1;. --::-·--:-;:, .. -.--.-. -w-·:._, :'~~, \ -,_._..,-_,-.:-,\)> () WW ;;:,':,_.,..~~'\'<"' ., i / I• \ 22 ~~~LLL&..L~/):;(;:;5'.y::C:tr/ /,'Lz,.L.:/&L"//,z{'f/,'a,, //////,• //,/✓r///J"·"· 19" ;y, ""u't, ,, ''/ -<',t/,'/' ~~ J.,' •. I',_,,,·-,, '",, , ;·; LL.L.Lf ', • 10' 'fu ~-ttt~'"~~-'J.cJ~•~ ~ L ~5 ?}j, = S .1 ~@<'.14 !Cl, -o 4:>f,. S._,J§'I 1 :__ -___L_ ~ _ _L_ -__l _ ____J ___ -~-__ _1_ _~ -~ J: ,l :-If,~~-\ ·-" ,; ,-LL--\--'i __ .J.__ _ _j_ _ ____J ___ ~-~~f-·-·-·j_ __ j___ _ ___j_ _ ___J ___ , __ __L_ _ _..L_ __ L __ -¾1sr. Pc~-REMAJN_, __ ..L., _ __L __ L __ • __ ~'1:xis1ri'cc7 ~:~'!~ ~ ?4~-•~· fo• -~~ §z'-{~ ~ ~'# '1t!· ~r:-T .-----rx1sr. rc.c. m REMAIN--.._,_ • ~ OOW '·"'s"'·\)~~"'~">~V: ~ ·.·.··.···.·.·.·,~ EXISTINGP.C.C. "' • ·---· -··~-~--.. -·-q7~"7"'-·-, 7' ,· .,,,,777-r-o-rr-rr77:,":~:::-:. '.,, •.. 13 TO REMAIN_ _' .. -777,;,•,, .7 -3----¥,----, -~~""l•CJ.'· / ·, . 1:> './/-':/,o/,i/•··J11\;{)SJi)•··.·· .' _tit'> ,·_., ... ·w,c::--_ yf' ~--:,, 9:J..,._ C\,'<.v ,, .J:L;:LL~:LL.fL'-S' .', • . ~.,. -, -'tq_t,_::,.::LLJ NI·', J..:--:. , •.\·, ,-"";_,vYz:::0/•·i<'.°Y,-, , {'::: -·::.'•-'<:. :-'./·:"·:·c"·:·_:-'·:":', :i·-t·.":\:.:_<-·: W x°'' ,,-~~ ' ,.·r-\ '/////. "'/' ✓ .,, 7 '/' ,.-// // ',, /','A/' • ., '/, •• .,,•, '"/'./;. •'/"•//O•',' //? / / ,,., / ( ''cc... .. j. ~ ~ cL :t ,, ~,-:i; C,/..•: G ,. 0 "j ~ ~~ e ~ '\ • • r-'=--... .. c y;r:'n ·w Nd':/ ;,0cxz R ,, 'l ,, c i? o < '", 0 'svYZ?, c ,e ,, ,dJOk,.'P zi?:"'*'·•WJq '""'½"-Pfsce-z,¼-o;.y_,,c, ,_ o ~ -----•••• --~· -----"~" + ---------------, -----------~---,-----__ --1 ~ 00 "'~,\'.\ , "-\· • ,,;,,···I· .... 2. 1 .... rn; ... ,\~ ... r I,, -----L-----~, 0 ~--------7-----7------------------·7 ::1 •~ :i: I R=2~· -------7---------R r· ;----:g-;----1;2-~--7-----7-----7-----~---~ l'\'O· " [ ~ ' ' • • • • ~4( I ,I' '0~ "' 6 -,.:·,--::1 I j IN/ ::: , .± • .:t I j: ± i I;:'; ;:; • '' ' C ' " I ® • :l. -'..1(, ' ~~~,~~-<~ ',\;.~i,t,. ( f;ti~ 21'e ~~~~~ ~:~/:\ 31 , i ,. 0 i • "4 i l a· vcrfi: i I J 1 :i i -iiYJ-juMiis -0:,:ARIABLE THl:~:Es: ~.c. !o:sE-;~:RAG}:. TH1:11' i ~ ~i>:-i ·cc i ,i -j jl.J§__'I ;:: • 'i,i's~· .,, ,'-0 /l ¾ , ' !1i'i ~ ~;.\ A '7 'v'v I -· I -1 ,__ -1 s -1'li· 1,,1.-, '° .... '/p-...., '--'<. 1l"" ~ ~ _15.'...j ALLEY (l'I>· <,'<> \. ef l:i:" ::¾i, ' .' ""I~ 0~.. ~L BEACON STREET :,I>· "' § i;' ";,. '-.....·-t, 0.t. ,,...,_ .{79.J1r; -ALLEY ~x ,, ,:;,· ~ Z\ ~~,.. ,';, \, 'L) \. -::5. C, 't,. ~'.. -~ -~ '\/A. '\,1•, '\ '\ ',' ' ~ "':;, .,, ,, 0 '\,~ ... \\ • ,:('\ v-,-...,, -,;,, ''•. " ' t,...,,:. ,~· .. ,.... ''\ «' -,,<:i "v/ G) 0 G) 0 ® © CONSTRUCTION NOTES COLD MILL A.G. PAVEMENT. CONSTRUCT VARIABLE THICKNESS A.G. COURSE. CRACK SEAL. CONSTRUCT 2-INCH THICK A.C. FINISH COURSE. REGRADE (4:1 MAX.) AND RESEED. REMOVE EXISTING AND CONS1RUCT P.C.C, CURB AND GUTTER TYPE "A" 111TH 1-FOOT GUTTER 'MTH 1-INCI-I HIKE UP TO EDGE OF GUTTER PER CNB STD-182-l. REMOVE EXISTING AND CONSTRUCT 3-INCH A.G. ON 4-INCH C.A.8. REMOVE EXISTING AND CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CNB SID-163-l. REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND 3-FOOT GUTTER 111TH SANTA ANAAVENUE NOTE: EQUIPMENT EXHAUST SHALL AVOID DIRECT OR CLOSE CONTACT WITH TREE FOLIAGE OVERHANG. ONLY MINIMAL TREE TRIMMING SHALL BE ALLOWED ON SANTA ANA AVENUE. REF: NEWPORT HEIGHTS SHADING LEGEND 2-INCH THICK flNISH COURSE 8-INCH THICK P.C.C. J--INCH A.C. ON 4-INCH C.A.8. APPROVED C-3313 © ® @ @ ® ® @) 3-INCH HIKE UP TO EDGE OF GUTTER PER CNB STD-182-L REMOVE EXISTING AND CONSTRUCT 8-INCH THICK P.C.C. INSTALL ROOT BARRIER. STREET IMPROVEMENT SANTAANA AVENUE. CONSTRUCT CROSS GUTTER PER CNS STD-185-L DATE 15TH STREET TO CLIFF DRIVE REMOVE EXISTING AND CONSTRUCT 3-INCH A.C. ON 6-INCH C.A.B. DATE BY ' DESCRIPTION APP'D. DESIGNED DRAl'IN SL MGRACIA CITY OF NEWPORT BEACH R-~45-S REvlSIONS CHECKED DATE RS 16 MAY 2000 PUBLIC WORKS DEPARTMENT SHEET 3 o, 9 z C ~ OJ IT1 JJ -· ... ·-••· --•·-•·· ·••· l-----··---·-··--·-----+------+--------+------+---------!-----···-··· ------·-----· ----; -·------------1---··-----·-· -__ .. ____ ·--·-----·-... ----... ---l ·--···-· . - - W'LY F.L. 24 CENTERLINE 22 - E'LY F.L. 20 22 20 • • 18 7l.77' 0+00 i+OO 2+00 .,. ---------------------------·-· ------------------.---------.------..... ---------------·-·----···· 3+00 PROFILE SCALE HORIL.'.: 1"=40' VERT: 1"=4' 4+00 5+00 ; 6+00 G) 0 0 © CONSTRUCTION NOTES COLD MILL A.C. PAVEMENT. CRACK SEAL. CATALINA DRIVE CONSffiUCT 2-INCH THICK A.C. FINISH COURSE. REMOVE EXISTING AND CONSTRUCT P.C.C, CURB AND GUTTER TYPE "A" \V1TIH 1-FOOT GUTTER WITH 1-INCH HIKE UP TO EDGE OF GUTTER PER CNS STD-182-L. PROTECT IMPROVEMENTS IN PLACE. REMOVE APPROACH AND CONSffiUCT P.C,C. ALLEY APPROACH TYPE • A" PER CNB SiD-142-L, RADIUS EQUALS 5-FEET. REMOVE EXISTING AND CONSTRUCT 3-INCH A.C. ON 4-INCH C.A.B. REMOVE EXISTING AND CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CNB SID-163-L. REMOVE EXISTING AND CONSTRUCT 4-INCH THICH P.C.C. SIDEWALK. CONSTRUCT CROSS GUTTER PER CNB SID-185-l. ·" I I 54 52 50 56 54 52 54 52 50 W'LYF.L CENTERLINE E'lY F.L ··-. ----·--·-----·--.. ·--·------!------1---------+; ---------1 7+00 I I ! I 8+00 7' '• 3/8" LIP REF: NEWPORT HEIGHTS, 1R 1136 9+00 10· 7' . TYPICAL SECTION ON CATALINA DR. FROM 15TH SffiEE TO CLAY STREET NTS FROM BROAD STREET TO 312 CATALINA DRIVE I NOTE: SEE PLAN VIEW FOR EXACT LOCATION OF A,C. OVERLAY, SOME PORTIONS OF TI-IE ROADWAY SHOW ADDl110NAL RECONSTRUCTION IN THE CENTER· PORTION OF THE STREET. SHADING LEGEND 2-INCH 1HICK FlNISH COURSE 8-INCH THICK P.C,C, 3-INCH A.C. ON 4-INCH CAB. APPROVED '· C-3313 o----+----<~--------------+--__,·---S-EN-IO_R_C_l_"1_L_EN_G_IN_E_ER ___ I STREET IMPROVEMENT CATALINA DRIVE R.C.E. NO. 43003 DATE 15TH STREET TO NEWPORT BOULEVARD DATE BY DESCRIPTION APP'D. DESIGNED DRAl'IN SL MGRACIA CITY OF NEWPORT BEACH R-5~-45-S REVISIONS CHECKED DATE RS 15 MAY 2000 PUBLIC WORKS DEPARTMENT SHEET 4 l'.lf 9 " ,, ~ g ~j z C ? ~ DJ m Tl "~---~ \ . W'LY FIL 52 56 E'LY FIL 9+00 10+00 CONSTRUCTION NOTES G) 0 © CRACK SEAL CONSTRUCT 2-INCH THICK A.C. FINISH COURSE. REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND GUTTER TYPE "A• WITH 1-FOOT GUTTER WITH 1-INCH HIKE UP TO. EDGE OF GUTTER PER CNB STD-182-L REMOVE EXISTING AND CONSTRUCT 3-INCH A.C. ON 4-INCH C.A.B. REMOVE P.C.C. CROSS GUTTER. REMOVE EXISTING AND CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CNB STD-163-L. REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND 3-FOOT GUTTER WITH 3-INCH HIKE UP TO EDGE OF GUTTER PER CNB STD-182-L. @ CONSiRUCT CROSS GUTTER PER CNB STD-i86-L 11+00 12+00 13+00 14+00 . .. CATAl~NA DRIVE 15+00 * CONSTRUCT 8-INCH CURB FACE TRANSITION TO EXISTING 16+00 17+00 REF: NE\\l'ORT HEIGHTS. 1R 1136 DATE BY DESCRIPTION W'LY FIL 84 86 • CENTERLINE 18+00 84 86 E'LY F.L 84 APPROVED DATE CITY ENGINEER R.C.E. NO. 43003 APP'D. DESIGNED SHADING LEGEND @ 2-INCH THICK FINISH CCURSE @ 8-INCH lHICK P.C.C. SEE INTERSECTION DETAIL ON SHEET 7 C-3313 STREET IMPROVEMENT CATALINA DRIVE 15TH STREET TO NEWPORT: BOULEVARD SL DRAWN MGRACIA CITY OF NEWPORT BEACH R-5445-S 1----'---~----------------'---+,-==~-=i~~-"==-'-1 CHECKED RS DAirB MAY 2000 PUBLIC WORKS DEPARTMENT SHEET 5 Of 9 REVISIONS () \ ~):~ ,.h' .-(),) -~ L C 7 .:-,,, m rn JJ , .. ,-.... ,¥ 0 .Il ~ z GJ { , .. .,~,,;;-.,.. \n . .....,~,~ ' __..,.\,,, _. ·" . . . . 88 N'L Y F.L. 86 84 88 CENTERLINE 86 84 88 S'LY F.L. 86 84 10+00 I \ l BROAD STREET 0 + ..... -- 9+00 I 0 0 0 © I ' i i 8+00 7+00 .. ' CLAY STREET CONSTRUCTION NOTES COLD MILL A.C. PAVEMENT. CRACK SEAL • CONSTRUCT 2-INCH THICK A.C. FINISH COURSE. REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND GUTTER TYPE "A" WITH 1-tOOT GUTTER WITH 1-INCH HIKE UP TO EDGE OF GUTTER PER CNB STD-182-L PROTECT IMPROVEMENTS IN PLACE REMOVE APPROACH AND CONSTRUCT P.C.C. ALLEY APPROACH TYPE • A" PER CNB STD-142-l, RADIUS EQUALS 5-rEET. REMOVE EXISTING AND CONSTRUCT 3-INCH A.C. ON 4-INCH C.A.B. PROPOSED C/L ,RADE 6+00 5+00 4+00 CATALINA DRIVE •' 3+00 2+00 REF: NE\\PORT HEIGHTS. TR 1136 DA1E BY DESCRIPTION i • o ·o "' u ci e, NZ 96 N'LY F.L. 94 96 CENTERLINE 9 + +o (9 .. :S.,??_,t,"". --!---------, __ o __ o_-, _____ 94 • Si v. I .. I 1+00 APPROVED DATE CITY ENGINEER R.C.E. NO. 43003 98 96 0+00 S'LY F.L SHADING LEGEND 2-INCH THICK FINISH COURSE 8-INCH '!HICK P.C.C. 3-INCH A.C. ON 4-INCH C.A.8. C-3313 STREET IMPROVEMENT CATALINA DRIVE 15TH STREET TO NEWPORT BOULEVARD APP'D. DESIGNED DRA\\N SL MGRACIA ·---~--~---------------~ ~-·--·<!------'" CITY OF NEWPORT BEACH R-5"'45-S REVISIONS CHECKED DATE RS 18 MAY 2000 PUBLIC WORKS DEPARTMENT SHEET 6 OF 9 ,. ~ ·- ·] ~ " f S ~· ~ ~ .rn ~ 2 a ·~) z C ·~ < ~ [D m JJ 2: :;:~~·----- . ' "~ lj,., tJ,J ( $ ·" fl"::: . . . ' .!' ~' \.J 7-.,,,~ . SCALE 1"= 10' /85.77 /4.65 / I 18+20 • 66.04 FS ii] ,ff Ou. 0~ 1 "" ,,,·. I ;,? _/ 85.84 FS _ 17+93.57 B.C. 85.77 FS Xs6.19 X86.28 X86.16 9 JD CONSTRUCTION NOTES REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND GUTTER TYPE "A' 111TH 1-FOOT GUTTER \\HH 1-INCH HIKE UP TO EDGE OF GUTTER PER CNB SID-182-L REMOVE EXISTING ANO CONSTRUCT 3-!NCH A.G. ON 4-INCH C.A.B . REMOVE P.C.C. CROSS GUTTER. CONSTRUCT CROSS GUTTER OR SPANDRALS PER CNB SID-186-L lj/))'tF'SSJo 's-'. G. ... ';/PJ ,...., M~1~7i~~ No. 43003 Exp. 03-31-0 FB. 524 APPROl/£D CITY ENGINEER R.C.E. NO. 43003 C-3313 STREET!MPROVEMENT CATALINA DR./BROAD.ST. INTERSECTION DETAIL DATE C[Vl\, OF CAL DATE BY DESCRIPTION APP'O. DESIGNED SL DRAWN MGRACIA CITY OF NEWPORT BEACH R-5145-S -'-----"---------=R=EV1::s=10:-::Ns=-------~--1,;;cH""Ei'icK"'ED"_R_s1n1oAi'iiThcMA_Y_2_00_07 PUBUC WORKS DEPARTMENT SHEET 7 OF 9 V~' \Al 1=- 1i. . .,;Al' ~~ .... - ,/''\.'. l . • N'LY F.L. CENTERLINE S'LY F.L. 5' 84 82 84 82 12' --, -··-·-------------- 5+00 12' 5' TYPICAL SECTION ON HOLMWOOD DR. STA, 13+31.50 TO BROAD STREET NTS NOTE: SEE PLAN v1EW FOR AREAS OF RECONSTRUGllOIN. PROPOS D C/L GRADE"-_ ·, (;>:;·---... 4+00 3+00 2+00 HOLMWOOD DRIVE I , I I ' 88 88 N'LY F.L. CENTERLINE -f- ' ' .. , ___ ,,_ J -----·----·-"·'""''···---------··-··· 1+00 88 86 0+00 S'LY F.L. CONSTRUCTION NOTES G) G) 0 © COLD Mill A.C. PAVEMENT. CRACK SEAL. CONSTRUCT 2-INCH THICK A.C. FINISH COURSE. REMOVE EXISTING AND CONS'ITTUCT P.C.C. CURB AND GUTTER TYPE • A" WITH 1-FOOT GUTTER WITH 1-!NCH HIKE UP TO EDGE OF GUTTER PER CNB STD-182-L. - PROTECT IMPROVEMENTS IN PLACE. REMOVE EXISTING AND CONS'ITTUCT 3-INCH A.G. ON 4-INCH A.8. REMOVE EXISTING AND CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CNS STD-163-L E'L Y FLOvV LINE CENTERLINE W'L Y FLOW LINE SHADING LEGEND @ 2-INCH THICK flNISH COURSE ® 8-INCH THICK P.C.C. I I i-----+-----+-----+-----+-----i-----t-----182 E'L Y FLOW LINE -+-------1/+-"-,---"" -"" ----~'7-8 u cri CENTERLINE W'L Y FLOW LINE 60 54 1--------------c:,~r--f-~ --+ -:_ -------.... -.. _·__ ' i I 4i.33' I 3+00 \ I \ I \ I \j 2+00 o._ ~ fl. 1+00 PROFILE SCALE HOR!Z: 1 "=40' VERT: 1 ":;:;4' 0+00 1if ~ I ___, 1-~-. 0 I .,... Cl I ' I ~I "'I ! ' ,, , .i -D ~ ~7 : r : R=10· ~I ~\'6) ~·1 ~=32' ; , 1 1 i /------- "--I' 't· ,,_ R=2/ f I L R=10' !. tj, 0 ,,, / I ,'·-'-........,...., ! I' _AO/· I I ~ii' •••• .. :2'!L,~-=-.;.-£'. '''i:~'=·-_,./\I ... ·· ... ~······}·i7=: .. : ·-···:·< l,; ! i ,: ' :r: BEACON STREET FB. 524 C-3313 APPROVED STREET IMPROVEMENT HOLMWOOD DRIVE CITY ENGINEER R.C.E. NO. 43003 CATALINA DR. TO BROAD ST, BEACON STREET DATE HOLMWOOD DR. TO WESTMINSTER AVE. ----c--------1--------------___jf----S:::.:.::..=;;;;;:;;;;;:;;;::;;::;;:;:;;;;;:;;;;;:+-___ ...:..:::-;;:::.:.:::::-.:~:;.;..:::::.:..:.:::::.:.::~~;;..:.:;;;.~=-::~ DATE BY DESCRIPTION APP'D. DESIGNED SL DRAWN MGRACIA CITY OF NEWPORT BEACH R--: .. 5-S REv1s10Ns CHECKED RS DA\E8 MAY 2000 PUBLIC WORKS DEPARTMENT SHm 8 OF 9 ~ '::> 2- 7 D b 0 8 ,i ;o it 8 51 ~ ~ 0 ~ ,,:; z C ;;;;: DJ m JJ 0 JJ ,,, ~ z GJ ~1 --~- ~~> G) G) 0 © 0 0 ® r------;--------1~------- 30 CENTERLINE 14+00 CONSTRUCTION NOTES COLD MILL S1REET PAVEMENT TO 2-INCH BELOW EDGE OF GUTTER AND CRACI< SEAL. CRACK SEAL CONSTRUCT 2-INCH THICK A.C. FINISH COURSE. REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND GUTTER TYPE "A" \\HH 1-FOOT GUTTER WITH 1-INCH HIKE UP TO EDGE OF GUTTER PER CNB SID-182-L PROTECT IMPROVEMENTS IN PLACE. REMOVE EXISTING AND CONSTRUCT 3-INCH A.C. ON 4-INCH C.A.B. REMOVE EXISTING AND CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CNB STD-163-L 13+00 12+00. 11+00 CATALINA DRIVE 10+00 SHADING LEGEND @ 2-INCH THICK FINISH COURSE 8-INCH THICK P .C.C. 9+00 8+00 HOL1V]WOOD 7+00 BEACON STREET DRIVE FB. 524 DATE BY 6+00 DESCRIPTION 84 N'lY FIL 82 CENTERLINE 84 S'LY FL 82 APPROVED CITY ENGINEER R.C.E. NO. 43003 APP.D. DESIGNED C-3313 STREET IMPROVEMENT HOLMWOOD DRIVE CATALINA DR TO BROAD ST. SL DRAWN MGRACIA CITY OF NEWPORT BEACH R-5M5-S -----~-~--------------~-------<----- DATfa MAY 2000 PUBLIC WORKS DEPARTMENT SHEET 9 OF 9 REVISIONS CHECKED RS w li2 C a z C -· < ~ m rn JJ Ji I 1':~;----~ ... , :,( 3 "' t ~ J'rf n !:: '• C) ~ j.-, . .,., .. ,,..,_ ._ .. ·~---...... . "' co + ------- .... -2• G.~S ·-<" .. SEE SHEET 4 -J., .. ________ ,,, __________ ~-~---------~--:--_______ ---~------.--~t--~-.. ----1--. ! / I --·----1 j • \ ·-------~--- i/ / / / JO:N\ / / 30.83 FS / SEE SHEET 4 FB. 524 -·:1 r---1 CONSTRUCTION NOTES REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND GUTTER TYPE "A" WiTH 1-rooT GUTTER ~flH 1-INCH HIKE UP TO EDGE OF GUTTER PER CNB STD-182-L. REMOVE EXISTING AND CONSTRUCT 3-INCH A.C. ON 4-INCH C.A.B. REMOVE P.C.C. CROSS GUTTER. REMOVE EXISTING .~ND CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CNB SID-163-l. CONSTRUCT CROSS GUTTER OR SPANDRALS PER CN8 STIJ-186-L. C-3313 .,.._.._...,fPPRO~'i:D • Cf . STREET IMPROVEMENT -+------------t---1··~~)E;~ CATALINA DR./HOLrvlWOOD DR. R.C.E. ND. 43003 -------t--.,-+D:;ATE~=-;;;;;::/3~ .. :-~0~VF=¼-:-:-:~I N~T=E'."'."R:=S-::-E::-:C::"'.T::IO:-:-::N7-:-D.,..-;ET~A-;::::;IL-;-;:~ DATE ---BY-i • ----DESCRIPTION APP'D. DESIGNED sLiDRAWN MGRACIA CITY OF NEWPORT BEACH R-5145-S REVlSIONS CHECKED RS !"Alfi SEP 2000 PUBLIC WORKS DEPARTMENT SHEET 9A Of 9 I I . ;t I I