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HomeMy WebLinkAboutR_5574_S90409 !A~ER ST C r-----i--------t----'-'-';{" • ~ , > • :;:; .. AO•MS ,lVE ..::.J--:./+-~!.:_~--~_;;_.;7~0o"';lANOf COAST CITY OF r ~ • COSTA MESA a r < w 0 z 0 < • • ,-1 ____ l : 19 TH < \ '"L ~ I ] j \ -L \__;· .. /··) "i I ' l. "· " . (' / ,.. / (' . tJ ::, <! VICINITY MAP ¼ 0 ¼ ½ 3/4 l F--F-::--3 GRAPHIC SCALE IN MILES 0 SYMBOL LEGEND -c- 0 'Cf □ P0\'IER POLE MANHOLE FIRE HYDRANT METER BOX VALVE C • -0- E- b, POWER POLE ANCHOR MONUMENT -x-x-FENCE BLOCK WALL C~ TREE !J'-..,fJ SHRUBBERY /'< ,&.&.&& ASPHALT PAVEMENT ~B BRICKWALK I I L· ___ c./ CONCRETE t: ;;J l<.-.L,.L.-".L.d BUILDING EXISTING CONSTRUCTION -NEW CONSTRUCTION --------- ---,t-CENTERLINE ----5-SEWER LINE -----w-WATER LINE --~-GAS LI NE --E--POWER LINE -TEL-TELEPHONE LINE -TV-CABLEVISION LINE -SP-SPRINKLER SYSTEM JJ: STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALI.F0RNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS GROUP W CABLE OF CALIFORNIA COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT C :, --.. C q <J <! U.NIVERSl11 :} "oqo;;-.....___.,,~_ ~PR~.JECT'·· LOCATION NUMBERS NUMBER 634-0251 895-0221 551-7736 644-3011 962-2411 EXT. 222 642-3260 720-2056 1·800·422-4133 V C I ,o _,'\ \ \ ., NAME OF GENERAL NOTES CITY NEWPORT PUBL]IC WORK§ BJEACH IDJEJPARTMJENT 1. ALL IMPROVEMENT WORK SHOWN FOR CONSTRUCTION ON THESE PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ST AND ARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (1985 EDITION WITH • \ SUPPLEMENTS) AND THE CITY OF NEWPORT BEACH STANDARD SPECIAL ' ' PROVISIONS AND STANDARD DRAWINGS . STREET ~MPROVEMENT PLANS FOR WESTERLY S~DE OF JAMBOREE ROAD FROM SANTA BARBARA DR~VE NORTH TO SAN JOAQU~N !~ILLS ROAD ''AS -BUILT ~I 2 . 3. 4._ 5. 6. 7. 8. 9. 10. 11. 12. 13. ALL STANDARD PLANS REFER TO THE CITY OF NEWPORT BEACH STANDARDS UNLESS OTHERWISE NOTED. ALL THE ELEVATIONS SHOWN ON THESE PLANS ARE IN FEET ABOVE MEAN SEA LEVEL (MSU. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. CURB DAT A REFERS TO THE FACE OF THE CURB. ALL PCC AND AC REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT TO A MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DESPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPT ABLE TO ALL COGNIZANT AGENCIES. AGGREGATE BASE SHALL BE EITHER CRUSHED AGGREGATE BASE OR CRUSHED MISCELLANEOUS BASE IN CONFORMANCE WITH SECTIONS 200-2.2 AND 200-2.4, RESPECTIVELY, OF THE STANDARD SPECIFICATIONS. AGGREGATE BASE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. A PRIME COAT CONSISTING OF GRADE SC-250 LIQUID ASPHALT APPLIED AT A RATE BETWEEN 0.10 AND 0.25 GALLON PER SQUARE YARDS SHALL BE APPLIED TO THE AGGREGATE BASE. A TACK COAT OF EITHER GRADE SS-1H EMULSIFIED ASPHALT OR AR 1000 PAVING ASPHALT SHALL BE APPLIED TO THE CONTACT SURFACES OF ALL COLD PAVEMENT JOINTS, CURBS, CUTTERS, MANHOLES, AND THE LIKE IMMEDIATELY BEFORE THE ADJOINING ASPHALT CONCRETE 15 PLACED. ASPHAL TIC CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 400-4 OF THE STANDARD SPECIFICATIONS. THE BASE COURSE SHALL BE TYPE III-B2-AR-4000 AND THE FINISH COURSE SHALL BE TYPE III-C2-AR-4000. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. ALL MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. SHEET INDEX SHEET DESCRIPTION 1 __ TITLE SHEET 2 PLAN & PROFILE JAMBOREE ROAD ST A. 58 + 24.27 TO ST A. 65 + 74.87 3 __ STRIPING PLAN JAMBOREE ROAD BENCHMARK CHIS " D " IN TC AT MOC ± ELY. CURB RETURN JAMBOREE AND SAN JOAQUIN HILLS RD. PER WILLIAMSON AND SCHMID FB S-126 PC. 11.2. ELEV0 115.362. ~MORSIE COMSUIL. 7!7!M<G <GR<DUIP, V\/U PLANNING o ENGINEERING o LANDSCAPE ARCHITECTURE IRVINE 4860 IRVINE BOULEVARD, SUITE "201 IRVINE, CALIFORNIA 92720-1999 (714) 730-7117 PALM DE.SERT /0•8·87 L7'M A5 !Jl/llr ReJ//S/ONG TANLEY':~S---~RSE R.C.E. 20596 DATE l-'12-~7 ~RJ 5"-18-87 11.RJ. APDE.0 FLO>JUNE A<Cf'llE, Af!£A Of ,1.).4" 1---------'-----r--------------------------J fl'-\/El-'IE>'T f2l'WcRl<JNG IN ru>,-1 Vl"-1/'-1 "'L_/ ~';',";;:::,,0,"00°~::';'::0\,'::;;;;:•.;;::;.m STREET IMPROVEMENT PLANS FOR WESTERLY I/EV/SEO TOP OF8ERMPJ'l)l72E EtEYdTIONS ,.-, ,J P nr •/lt/At ,<;"!,,._-r,,, 67'r0tJ/l.nnrn ~f:.r THECITYISNOTRESPOHSleLEFORO:::S!GN ll!?/JE/J V/ff~c,/~,,., wo,,.,. =v,v • -<swu,nONSA.,,ACCLI"J''· r SIDE OF JAMBOREE ROAD FROM l--4--'JD--N+H-~-+'O~P=E//~I_W=6 I// BEPH STA. 58 '"2477 Y-<;1/<t /'./,,_;,__;~ :..__,. SANTA BARBARA DRIVE NORTH TO ffi 1--4--0--e;-,1+-~-1<.-J-+M-IOC.-. 5-T-Rl_f'_IN&-P::+LM-l-'--CO-R_K_E_CT_I_ON-&--f-(/J'-u't-----1 -="""'=~-=-'------1 f SAN J QA QUIN HILLS ROAD DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED r\.\Z . .J. CHECKED ,-\. R. .j DRAWN "'·"· DATE l'2·?· e,& CITY Of ~JEl':!PORT IJEllCH PUBLIC WORKS DEPARTMENT SHT. 1/{I ()F ,;;., L Q ' • I ! • ! 90409 I CITY OF COSTA MESA VICTORIA ,-1 _____ L ; 19 TH < \ f\ -L_-. __ / ') i ' ' l ; ~-- . l:J .. <:t <:t ... ;:: sr. I> ~' </ (' / ~ / C VICI N ITV MAP GRAPHIC SCALE IN MILES SYMBOL LEGEND -0-POWER POLE 0 MANHOLE 'Cf FIRE HYDRANT D METER BOX -0-VALVE E-POWER POLE ANCHOR ,6, MONUMENT -x-x-FENCE BLOCK WALL c'2:J TREE c; [;;'-,f:J SHRUBBERY /'< .e.&.&.& ASPHALT PAVEMENT ~B BRICKVIALK L.:.i..:.c~J CONCRETE t: ? lc£,_,;,_,_,~;.:i BUil DING EXISTING CONSTRUCTION NEW CONSTRUCTION ' ---i-CENTERLINE ----s-SEWER LINE -----w-WATER LINE --~-GAS LINE -E-POWER LINE -TEL-TELEPHONE LINE -Tv-CABLEVISION LINE -SP-SPRINKLER SYSTEM ~ STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY ' PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS GROUP W CABLE OF CALIFORNIA COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT U.NIVERSl1i NUMBERS 634-0251 895·0221 551-7736 644·3011 962-2411 EXT. 222 642-3260 720-2056 1·800-422-4133 ... '\ ' \ ' ' U C o NAME OF GENERAL NOTES CITY NJEWPORT PUBJLJIC VvORJI{§ BJEACH IDJEPARTMJENT . 1. ALL IMPROVEMENT WORK SHOWN FOR CONSTRUCTION ON THESE PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (1985 EDITION WITH SUPPLEMENTS) AND THE CITY OF NEWPORT BEACH STANDARD SPECIAL PROVISIONS AND STANDARD DRAWINGS. STREET IMPROVEMENT PLANS FOR WESTERLY SIDE OF.JAMBOREE ROAD FROM SANTA BARBARA DR!VE NORTH TO SAN JOAQUIN HILLS ROAD CONSTRUCTION NOTES AND ESTIMATED QUANTITIES STREET IMPROVEMENTS 0--INSTALL 10" A.C. STRUCTURAL PAVEMENT. _______________ '2.700 S.f. 0--CONSTRUCT 6" A.C. BERM TYPE 'E' PER CITY OF NEWPORT BEACH STD.'.183-L. ---700 L.f . 0--INSTALL VARIABLE THICKNESS A.C. PAVEMENT OVER EXISTING A.C. BIKE TRAIL. _____________________________ e,1sos.r * 0--INSTALL 4' THICK A.C. PAVEMENT Oil Wl:1:D KILLER OJER &RADED N!D COl'lfACTW E/>RTl\_'200:lG.F. .-0--FEATHER A.C. CAP ONTO EXISTING PAVEMENT, • -LUMF' GUM ©-INSTALL 2" X 6" REDWOOD HEADER. ------------------71'::0 L.r. @--REMOVE EXISTING 6" A.C. BERM. --~-----------------50'2. L.f. @--sAv~:=uT AND REMOVE 'iNTERFERING PORTION OF EXISTING A.C. PAVEMENT.----LUMP &UM lie OR. U0E e,' A.C. 01/eR 4 11 C.A.B. STRIPING LONPSI/N @-INSTALL RAISED PAVEMENT MARKERS PER DETAIL SHEET 3:- @-INSTALL RAISED PAVEMENT MARKERS PER DETAIL SHEET :i.- @-INSTALL RAISED PAVEMENT MARKERS PER DETAIL SHEET 3.-.. @-PAINT SOLID WHITE.--------------- @-PAINT WHITE STENCILED''!'IELD" @-SANDBLAST EXISTING STRIPING. 4 !<.!:.MOVE MARKE.RS __ @--INST,t>.LL PAVE.ME.NT ARt<DN (Tf-\E.R.l"'OFU-STIC) __ _ @--RE.MDVI= !=-Xl0TING M.<.t<DW _________ ~ ®-INSTALL W-7f;, ( LANE E.NO& MERGE. I.EfT ----- 2 . 3. 4. 5. 6. ALL STANDARD PLANS REFER TO THE CITY OF NEWPORT BEACH ST ANDA RDS UNLESS OTHER WISE NOTED. ALL THE ELEVATIONS SHOWN ON THESE PLANS ARE IN FEET ABOVE MEAN SEA LEVEL (MSU . STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. CURB DATA REFERS TO THE FACE OF THE CURB. ALL PCC AND AC REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT TO A MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DESPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES. 7. AGGREGATE BASE SHALL BE EITHER CRUSHED AGGREGATE BASE OR CRUSHED MISCELLANEOUS BASE IN CONFORMANCE WITH SECTIONS 200-2.2 AND 200-2.4, RESPECTIVELY, OF THE ST AND ARD SPECIFICATIONS. 8. AGGREGATE BASE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. 9. A PRIME COAT CONSISTING OF GRADE SC-250 LIQUID ASPHALT APPLIED AT A RATE BETWEEN 0.10 AND 0.25 GALLON PER SQUARE YARDS SHALL BE APPLIED TO THE AGGREGATE BASE. 10. A TACK COAT OF EITHER GRADE SS-1H EMULSIFIED ASPHALT OR AR 1000 PAVING ASPHALT SHALL BE APPLIED TO THE CONTACT SURFACES OF ALL COLD PAVEMENT JOINTS, CURBS, GUTTERS, MANHOLES, AND THE LIKE IMMEDIATELY BEFORE THE ADJOINING ASPHALT CONCRETE IS PLACED. 11. ASPHAL TIC CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 400-4 OF THE STANDARD SPECIFICATIONS. THE BASE COURSE SHALL BE TYPE 111-B2-AR-4000 AND THE FINISH COURSE SHALL BE TYPE III-C2-AR-4000. 12. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 13. ALL MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. SHEET INDEX SHEET DESCRIPTION 1 __ TITLE SHEET 2 PLAN & PROFILE JAMBOREE ROAD STA. 58 + 24.27 TO STA. 65 + 74.87 3 __ STRIPING PLAN JAMBOREE ROAD BENCHMARK CHIS " o " IN TC AT MOC ± ELY. CURB RETURN JAMBOREE AND SAN JOAQUIN HILLS RD. PER WILLIAMSON AND SCHMID FB 5-126 PG. 11.2. ELEV~ 115.362 .. • -~~£!:c~~52!{1/f;!!tl~ARq:;2!t!;' ::-• :, '•C;''A860 IRVINE BOULEVARD, SUITE '201 ·-: 'c,!!RVINE, CALIFORNIA 92720-1999 ,. · .~ (714)730-7117 : =C~ PALM DESERT --DATE -~ APDl:.0=-FtOOt:.lNS f'f!Cf'll.£-1 AR£A OF 1:'l'2•b1 \.I i<.J ~\/O'lEt4-'T--~NG:..:...tN F'L-,b,,1-\ -\J\f.\f'J . APPROVED FOR CONCEPT AND ADHERENCE TO REWSELJ TOPOFBcRM PRtJRLE cLEl❖Jr10N.'&---i~,.,,"""'""''"'"au••••""""· STREET IMPROVEMENT PLANS FOR WESTERLY §-IB-8? lf.RJ. 4fff£::::,,v:,,/'%1J!:AL@_,,Z:.;,1::~J:Eo !h_f;';.w~~1:j,~i:c~:"" -SIDE OF JA0MBOREE ROAD FROM • 4·11Dt>J MW 1-£.,J. l,U./i'.1/4-._ SANTA BARBARA DRIVE NORTH TO 1..:..=:i::.:.=..-1------:'.J~-------l-~lcciT11fv E~Nirna1iNINeteaa'-:--:----:----1. SAN JOAQUIN HILLS ROAD ffi. 4·&·51 µ1'!,J M\OC..STI<'.IPIH& f'LAN CDM.t:CTlOHe, (J>W DAT 2. '. DATE BY DESCRIPTION REVISIONS APP'D, DESIGNED 1-l-F!,.J. CHECKED ,-1.(<'..J DRAWN f,...f-. DATE I '2 . !l> . e,,;, CITY OF NE\"JPORT BEACH PUBLIC WORKS DEPARTMENT SHT. I OF S 5S7f -') ==r - l-···I "'1= _, =l=i=' .. . ......, . ,-, =i .... J· ···:3-.:: __ -1=.···~·-·~ -+-- ,-. ·--j ·- =t=_.±::::_ ..... -i t=7= ~ § L _pt= =t===f=l. =; t=• ... ~. '=3"-=!c:=± ~_____; r=· ···~--:-"I=_'=± • +-.. -- 58 .: :l==E~-::'=F=t~ ~-= Ef'cl="1:•=ic:"f-=1 .E.r.F ••• L ,.!. ' • ' ······-. .. !=13 .... ~F 1=:t= -~ - - " ~: =i -, -· •~-=:=.=!==; _;§ l , -··· ~--~-==i 59 GO / Pl<OJltx: 11 OPENING IN A-C-BERM AT LON POINT IN BIKE ~L FOR DRAINAGE. -FIE.LO V!=-12-IFY \ LL?CATIOl--l = L = ... , ~ ::.·=L..:.:'"-----1--- 62 -/:/6 T,1PER --~ HI "_c1JE'fi. _ .CC\!\ Cij· Il~N~,. =lc-=l" =l='=t=_-+c:·-=l ' 63 , ... --·--,- -1 l---. :-:±::. .... == -=T .. ,-~ , .;::".±§' • -. ·--+-·'± 1 ··--=i=:-..•• ' ·---<------ ··· =:-1= ;=· ='---; =l .:.· -, ' -··i --·t=:_· ~ --'"' ···t: -=±:··-~-. ""=::j -. -, t ~ =! t= i '=r:=l ....._ ,....... -·,-·-- - • =1 ,E'f=c. -, l=t=:•= . ~ =1 -i • i ' 64 22i • -+.. _j ~='1 t·· ' --+ """" ~ t=:::..: , ....... .::::· =-t±" =1':> -- --- - ..c=t=t=1~ . ,= ..... _, ., ·+-:. -~ "'+.::-t· =t =· =f-. __ • I ·+==i= c=!c, ---'.-"· _, =l. -,1 · ;1 -- -==--· ·· ,t=Fl=c;=-=E-=l=.-·•· -,=I 1=. ' i ---"±=: -·. -=:=,.· ~i= ~ ;;-L =+'c::r;;'-=l == .,.:~±==c. =i=l t= ~~ 65 66 CO,NSTRUCTION NOTES .G}.-INST~~L 10" A.C. STRUCTURAL PAVEMENT. .@,-coNSTRL!CT 6" A.C..BERM TYPE 'E' _PER CITY OF NEWPORT BEACH STD.-183-L. @--INSTALL VARIABLE THICKNESS A.C. PAVEMENT OVER EXISTING A.C. BIKE TRAIL . @-INSTALL 4" THICK A.C. PAVEMENT ON WEED KILLER OVER GRADED AND COMPACTED EARTH. @-FEATHER A.C. CAP ONTO EXISTING PAVEMENT. @-INSTALL 2" X 6" REDWOOD HEADER. @-REMOVE EXISTING 6" A.C. BERM. @-sAWCUT AND REMOVE INTERFERING PORTION OF EXISTING A.C. PAVEMENT. @-sAWCUT AND REM~VE EXISTING CURB GUTTER & SIDEWA:LK. CJ j'/ r, R/W ~I ,..._----------'---'-~~~6~'------------~t--.€ JAMBOREE .. 20' . 40' (------ \.. ____ _ PLACE PlRT FILL LEVEL WITH TOP OF REDWOOD HEADER. BIKE TRAIL MOOIFIC/JTION OETAIL 2 8 YAR/1:S <16'TO!i6' 7 t---1/AR/ES .. I -· 7 ,---r 0 _ .---r--r-·,=1-~ J1~Cm_ ~ ..--=c-=.r~i--, L • E%IST. A.C.P~Y£MENT I TYPICrlL S£CTION -·------------- • APPROVEO FOA CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQIJ!AMENTS ONLY. 1---+---+----,---------...----t---a THE CITY IS NOT AESPONSIJ3LE FOR DESIGN 1--+--+==ca;-,=-=,;;;=-;,-,::;c;;i',\"j,iic----t----J AS<DaSUMPTIONS A:eSO/lACC_""(A,u.C\. I) If , , J ;IVDED FLCMILIHE. l'!<CflLE, t>Rf:A'Or U::'..-,L--7-'2.Z-/!,, N-R • fNEtnEt\T «E\/JCl'KIN0--lfrf\.Atl \JIEW CITY ENGINEEft .. .,_ . HEIi/SEP TtlP,tJF BERM PRflfitE EtEl'/ITIO,YS ,c ,7 I qr r,r. 5·IB·8l 11. l?.J. IA/J/JEP PVHT REHOYAL@ ST,1.Cl-ltJO AP#t; DAT STA. 58-f-c4.27 TO STA. 65"-f 74.87 APP'D. DESIGNED h'.R.J DRAWN /lF SCAL £: VE:RT. /11 = Z' IIORIZ. I''= 10 1 REVISIONS CHECKED /fR,J. DATE 12-5'·86 DATE . iiTREET IMPROVEMENT PLANS FOR WESTERLY SIDE OF JAMBOREE ROAD FROM ' ·SANTA BARBARA DRIVE NORTH TO SAN JOAQUIN HILLS ROAD CITY OF ~JE\"JPORT BEACH ~-t;i;14-~ PUBLIC WORKS DEPARTMENT SHEET 'l OF :7 • ' ' - I : . I . i _, __ , l ·.• i h ' I ~ I tt i c..i ~ . <l . ~ 0 125, f-: I-' • I-' " I :::--. "". " -~ ~ <::, \\J ~ '<i . IJ-. ~ .'J.. <::i i-~\ "-''I) (\) a " -.. \\J • 'I-• S) ~. "' i:::: . N ~ :::::, J/5 1 i -l . . ----------I /15 57 .58 ---------------------- 75'.74' 250.0/' O#CPR8 . -le lS ~ -~ !;) . & 7--.,-,.-,/-,v-,,,---,.-,-._ i.., <::i \\J· <:) ' -~ -•~LONLINE ~ <i 0,'201, 0.'2'2¼ ,<i <Ji ..i ..i -' ..i ..i 8 u: ..: ~-~ IL. u: t[l (l\ \l\ 00 +~ \l\ . r, (l\ ~" + "' ()" . a; $ 0-()" . ()" 0 ()" ll\ <[ l[) g: <i) = - --------· ----- 2 t\) r Ir' o' ---~ ~ ' -- ---~ - - -+---~ ~ ----~ ~ i • ' i . i __:.r---, --··-·---- " . ()" ..__, @•....,,_,,,...,,_5::;9:.__.._.-.,,-....,.-~--------~~6~0 Pi<OJlt::e 11 Of'EN\NG IN A.G. BERM AT LON POINT IN BIKE "IB,AIL FOR OR.t,..IN.AGE -@ 6TA. :;,f:,-1-[S,. -' . _; "' "' . IL ~~ ill g; @ g cf ()" ----- <.J f-' ' O.N Ci/128 ~•-·· EXIST ,TOPllF 11.C. BERM. . . . 0.'20¼ D.W'I. (l\ i 1+'~ 3i -' "' o::!,ca¼ U: 8i:i:: . _j . ..i _, <!l n:. "' ..l l() u:. -' --1 u: ~z r ()" 8 u: ll\,r-2 u: ll\ + <!l <[ + r: ~ s.'0 +i ,,.i • c-J <() ~ "' • <ll~ <ll~ . ' i (9 dl $ ----- ll\ --------j~--~----wr-----=- "' ~ ~I ~I ~ ~ -: 1 Pl?OFILE LINE °3rFsEr g 12' FRtlM Cl/RB ~ EXISTING w'LY TOPOF . . MEDJ,tJNCIJRB ------- <() ill r; t\) <O <ll ---- ---·--·-. . . -------- 6/ 62 63 +I ~ 2 + (',1 + <!) s: 62170' I ' /c/5 TAPER Rj/1/ I /OS.30' I,._ O#CLIR/3 ~ k ~ 0 ~: 3;:i (.) k, \-' .\ijf-'. ~ ~ -~ ~ ~ . S:l "' ~ to ' ~ '.:: 11-(::_ . 'I-'I-Ii- Z2 \C -. - 0.371, ,6 . _j ..i u: . u: 8~ ~ ~ + . + st I{} q <() <ll = <ll . '( -~ (.) f-' -~ ~ ~ \\, . ~ " . ',: \:.. -~ 50.00· 2100 0/1/Ct/£8 O#CLIRIJ. . "< ~ -~ -~ ~ \:) 0 I-' ~ 4: " t._,· ,, 'lo --1 u.: ' ~ "' ::::: 8~ f-; ~ Gj 4; <..:y ~ ' <S <:o ' / ~ • "' (\j 'Sj: 'I-r-: "' ::::: . \() l:: -----------4-j:: - ,s .=. ---~--~------ <t ~ I{} <ti -~ -~ r' :f5 =:: r I .::: --- 64 65 66 --. -,1 R//OIUS ~ 50/5.00 ' * r-+ + l "' \.I) ~ JAMBOREE VARIES 46 'TO 56'' & -Gl<.INO f1,...\l\:MEt-lT IN THl6. //ARIES 67 1,z,r ! ARfA. PER fl..OWLtt-JE. ELEVAflOIS . i-..---'---~--, . 5\4:JWN IN f'i<Ofl\..l:' N,IQ Cro::£,- 1 . (IS'@ €>TA, SECTlOl'o MINUS 0.1' ,;,o,..so) • (Re/lS\ON D,t>.TE: 1-'lfl.-e,7) i ."AS -BUILT II J/JM89RE:E .RO~P ~~ ------J rr------I It--____ --• - tEPLt>CI:: f0f(T10~~ ~ =--~~ -t----- • l:)([STING A,C. P.£.RM --LJ/51 /IC P//Vl NcN7 M::J lJOTED ON PLAN 81l<E TR/JIL /110O/F/C/JTI0N OET/9ll TYP/C,qL SECT/QI./ STA. '58-1-24.27 TO ST/I. 6'Sf-74.87 SCALE: VERT /"~2 1 flORIZ I" = 10 1 -& J'l'/Pa/llf-.:.\ -ffi 5·1887 HRJ DATE nv REVISIONS ~ \o '> " §; ~ ' <::, ' ~ 'SJ. Cl) ~ l:j: "' ' I;: ::::: ~ ~ '<;j: -~ ~ I'.. ~ ---~ "l ----~ -j::: --::::: ~ -I._:: -- ~ - REMtl//E' t REPL.4CE P/91/EMl=NT ~MORSE CONSULTING GROUP VV\...J PLANNING O ENGINEFRING o lANDSCAPEARCHITEC1VRE !RVINE 4860 IRVINE BOULEVARD. SUITE '"201 IRVINE, CALIFORNIA 92i20-1999 w • (71~) 73_?•7117 , . , STANLEY C. MORSl;.,)R.C.E. 205?6 PALM DESERT DATE APPllOVEO FOR CONCEPT AND ADHERENCE TO CITY 5TAND>.nos AND REOUIAMENTS ONLY, ,STREET IMPROVEMENT PLANS FOR WESTERLY SIDE OF JAMBOREE ROAD FROM HIE CITY IS NOT RESPONSIULE FOR DESIGN AS:iUMl'IION:i AND A.CCUf1ACY, SANTA BARBARA DRIVE NORTH TO SAN JOAQUIN HILLS ROAD ~ ~ ~~ 'l::i~ ®--~ I <:;:i ®--:.: ~ ©- ---t> DIRECTIOJ,J OF TRAVEL --{> e4' --I -1 t---4' I r TYPE 2r mo 98 ? o o m o o o o o m C4''.s_otl/J w111TE J I O -\--1 f---4' aJ , 0 0 0 0 m (4" BROKEN WHITE) I -~ r<--4' I TYPE 6., [l] 8 8 8 8 8 rs 8 8 8 8 [l] C8"SOLILJ 11/f/lTE) PA//El.fEIVT NARI(/:/? 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No.22338 LICENSE El:P\RES 9-30-09 DATE ' B i'\ BASMACIYAN-DARNELL' INC. : / ,' • 48G0 IRVINE BOULEVARD, SUITE "'201 I IRVl"E • / • IRVlNE, CALIFORNIA. 92i20-1999 " ,,._., --(il4)730-7117 ~-• 1 -PAL\1 DESERT ~ INSTALL RAISED PAVEMENT MARKLsS PER DETAIL HEREON. , I , '~ PAINT' 51,SOLID WHITE. --- . @-PAINT WHITE STENCILE[j''YIELD" @-SANDBLAST EXISTING STRIPING. ~ REMOvE. Mt>Ri<.E.RS @)--1!'1STII.LL PAYE.l•lE:.NT i'-72.R.OW ( Tl-lE.f.lv\OPLA6T\C) @-RE:Mc::>VE. E:XJS'TING i>,.,t:'.f'..OW /' ,.~ ' ,'. ' i '{ D I 3190 C-1 AIRPOT LOOP DRIVE '-_ COSTA W.ESA CA. 92626 .._. -· .(714)557-5780 STANLEY C. MORSE R.C.E. 20596 DATE ,I ,... ___ /'. /" APPROVED fOFI cmiCEPT AND AOHEnrnCE TO t----+---t----'----------'-----1----1 CITY STAN::lARD'.. A.ti□ RECU!;JMENTS Ot<LY. 2 --:zrn THE cnv IS NOT Ai:SP_or,s1cu: FO,l DESIOff 7, 1r-T v,:;v REVISED STRIPING N/OSANJOAQUIN "{»IV Assw.ier,o,,sMmiccicesc,. c·,'7." ,_.:,;: 4'20-~1 ~R.J-., iJ,(t:M,{ /;-J. U.,-~~~-1.;_ ;:,._1---t---+-------+--~-----t-__:_i~ .. Tli',tJFFIC EA/6/,11££.R m 4·G·Bl fl.!Z.J. MISC. 5fl'cif"\NS PLAN COP.Rl"-CflON0 (f.'-,_.':,.-DAT _}ar1oc:~,, I ,:;- TRAFFIC STRIPl/i/G ~PLAN WEST SIDE OF· J/J!4BOREE ROAD r, C -' -~ l ' tA) ft:i I ~ ~"\ 1 l"'I . ~ "" • . ~ -~' --' i >i -~ dlt ~ I I - - I_J_, '