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HomeMy WebLinkAboutR_5526_S--.:~+--~~..!_•c:O~A~M~S ---~.:_A:._v<4-,,-: ORANG£ COA!i T 0 • CITY OF COSTA MESA CO tl f.Of f-----."J~ t-----iORANGE C VICTOl!IA ,, C . .. .. .. FAIJl:Gll • 3 0 • • > < • ~ -• • S! " 0 C t ... A; VICINITY MAP PROJECT LOCATION ,,. 0 ¼ 1/2 3/4 1 -------Gll:APHIC SCALE IN MllfS SYMBOL LEGEND ... POWER POLE 0 MANHOLE 'Cf FIRE HYDRANT a METER SOX -0-VALVE E-POWER POL.E ANCHOR 6. MON UM ENT -><-><-FENCE BLOCK WALL c& TREE /J'-,'r>2 SHRUBBERY :,,-Y A.k.Jt:_,,,, ASPHALT PAVEMENT ~B E!RICKWALK I : 2:.:. ~J CONCRETE ~ ;;I ""-'-"''--""-":.1 BU IL DING -----EXISTING CONSTRUCTION NEW CONSTRUCTION -·-I!-CENTERLINE -··-s-SEWER LINE -----w-WATER LINE --<i-GAS LINE -£--POWER LINE -7£1.-TELEPHONE LINE -Tl'-CABLEVISION LINE -SP-SPRINKLER SYSTEM M STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHER!'-l CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER & WATER} COUNTY SANITATION Di STR I CTS . TELEPROMPTER CORP. OF NEWPORT BEACH COMMUNITY CABLEVISION a: :I :: .. .. "' (I ,c ,. Iii 01111 11111. U4'JIVERS\11 ................ .,, ' \ \ \ 0 ' l'AClflC VIE MU.t.OllAl u C , l'A It k ' ""'7'---'i'l:.,11:::.:•c,·--.. \ I -·• _ _, I I I ,...,-/ -. <'o ' ◄• \_ .,. ·, STOCKPILE PROJECT LOC/\TION NUMBERS NUMBER 634-3115 895-0261 966-6235 644-3011 540-2910 642-3260 720-2056 ) LOCATION MAP 1 2 3 4 5 6 7 8 CITY NEWPORT PUBLIC WORKS OF BEACH DEPARTMENT PROJECT PLANS FOR CONSTRUCTION ON JAMBOREE ROAD IN ORANGE COUNTY· FROM PACIFIC COAST HIGHWAY TO BACKBAY DRIVE REMOVAL NOTES REMOVE EXISTING SIDEWALK, CURB & GUTTER AND DRIVEWAYS AND PERFORM EARTHWORK. PULVERIZE IN PLACE EXISTING A.C. PAVEMENT. REMOVE EXISTING MEDIAN ISLAND AND PLACE 4"A.C.TEMPORARY PAVEMENT ON COMPACTED NATIVE (TO MATCH EXISTING STREET GRADE). CAP OR REMOVE EXISTING IRRIGATION LINES AS REQUIRED. PROVIDE TEMPORARY TRAFFIC LIDS FOR ALL EXISTING UTILITY BOXES WITHIN MEDIAN AREA, INCLUDING TRAFFIC SIGNAL PULL BOXES. ONCE NEW MEDIAN ISLAND IS CONSTRUCTED CONTRACTOR SHALL ADJUST ALL UTILITY BOXES, PULL BOXES TO GRADE. REMOVE EXISTING STREET LIGHT AND DELIVER TO CITY YARD. REMOVE EXISTING A.C. BEID!. REMOVE EXISTING POWER POLES (BY S.C.E.) PROTECT IN PLACE. SAWCUT & REMOVE EXIS.TING A. C. PAVEMENT~ BENCH MARK O.C.S.B.M. 3K 28 68 ELEV. 122.8136 0 1 2 3 4 5 6 7 8 9 lO ll 12 13 14 15 16 17 18 19 20 21 22 23 24 25 CONTRACT NO. 2564 ROADWAY CONSTRUCTION NOTES 0 STORM WAIN CONSTRUCTIO~ NOTE$ CONSTRUCT 8" TYPE C CURB AND GUTTER PER CITY OF NEWPORT. 1 BEACH STD. 183-L. CONSTRUCT 18" R.C.P. PER CITY OF.NEWPORT BEACH STD. 106-L. CONSTRUCT 8" TYPE A CURB AND GUTTER PER CITY ·QF NEWPORT BEACH STD. 182-L. CONSTRUCT 6" A.C./23" A.B./NATIVE GROUND@ 90% RELATIVE COMPACTION. CONSTRUCT 4" P.c.c. SIDEWALK PER CITY OF NEWPORT BEACH STD. 180-L. CONSTRUCT VARIABLE THICKNESS l,. C. OVERLAY PER TYPICAL SECTION SHEET 2. SAWCUT AND JOIN EXISTING PAVEMENT. ADJUST ¥.ANHOLE TO GRADE. CONSTRUCT MEDIAN IMPROVEMENTS PER SHEETS 13-14. CONSTRUCT CURB ACCESS R&~P PER CITY OF NEWPORT BEACH STD. 181-L-A (CASE E). CONSTRUCT A.C. BERM PER CITY OF NEWPORT BEACH STD. 183- L TYPE E. HEADER CUT PER DETAIL SHEET 3A. COLD PLANE PER DE1'AIL SHEET 3A. PULVERIZE IN PLACE EXISTING PAVEMENT AND CONSTRUCT 6" A.C./ VARIABLE THICKNESS A.8. INSTALL STREET LIGHT .(A.~ERON CAT. NO. l-C3-28-J8) PER CITY OF NEWPORT BEACH STD. 203-L, MOUNTING HEIGHT=35'. CONSTRUCT 1 l/4" SCH. 40 P.V.C. CONDUIT WITH 3-#8 WIRES. REMOVE EXISTING DRIVEWAY AND REPLACE PER CITY OF NEWPORT BEACH STD.160-L. WIDTH AS SHOWN ON PLAN. CONSTRUCT MULTIPLE CIRCUIT (240 VOLT) AND PULL BOX PER CITY OF NEWPORT BEACH STD. PLAN NO'S. 204-L AND 205-L. PULVERIZE IN PLACE EXISTING PAVEMENT AND CONSTRUCT 6" A.C./23" A.B./NATIVE GROUND@ 90% RELATIVE COMPACTION. ADD 2 POLE CIRCUIT BREAKERS IN EXISTING CABINET. CONSTRUCT 16" A.C./NG@ 90% RELATIVE COMPACTION (DEEP LIFT SECTION) . ADJUST FIRE HYDRANT RECONSTRUCT MANHOLE CONSTRUCT 6 11 TYPE A BEACH STD. 182-L. CONSTRUCT CURB DRAIN PROVIDE i..ND PLACE 10 PER DETAIL@ TO GRl;DE. TO GRADE. CURB AND GUTTER PER CITY OF NEWPORT OUTLET PER DETAIL~ MILS P.V.C. POND LINING 2 3 4 CONSTRUCT·P.C.C. COLLAR PER CITY OF NEWPORT BEACH STD. 313-L. CONSTRUCT JUNCTION STRUCTURE WITH MANHOLE PER CITY OF NEWPORT BEACH 310-L. STD. CONSTRUCT CATCH BASIN TYPE OL-A WITH LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STDS. 304-L AND 305-L. 0 TRAFFIC SIGNAL NOTES 1 2 3 REMOVE EXISTING PULL BOX. FURNISH AND INSTALL NEW PULL BOX AT NEW FINISHED SURFACE. ADJUST CONTROLLER ASSEMBLY AND SIGNAL SERVICE TO GRADE AS REQUIRED. ABANDON OR REMOVE EXISTING PHASE 8 AND PHASE 3 DETECTOR LOOPS AS SHOWN ON AS- BUILT SIGNAL PLANS. REPLACE UPON COMPLETION OF MEDIAN NOSE AREA CONSTRUCTION. DATE BY DESCRIPTION GENERAL NOTES 1. DATUM ELEVATIONS SHOWN ARE IN FEET ABOVE U,.S.C. & G.S. MEAN SEA LEVEL= O.C.S . DATUM . 2. SPECIFICATIONS NOTES ALL CONSTRUCTION DETAILED ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION {1985 EDITION) EXCEPT AS MODIFIED BY.THE CITY'S STANDARD DRAWINGS AND SPECIAL PROVISIONS AND THIS CONTRACT'S SPECIAL PROVISIONS. TRAFFIC SIGNALS SHALL CONFORM TO CALTRANS STANDARDS. 3. REMOVALS ALL P.C.C. AND A.C. REMOVAL SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT TO A MINIMUM pEPTH OF 2 INCHES PRIOR TO REMOVAL. ALL MATERIAL REMOVED THAT IS NOT SUITABLE FOR USE ON THIS PROJECT AS DIRECTED BY THE ENGINEER, OR AS OTHERWISE SPECIFIED HEREIN, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES. EXISTING WATER MAINS, VALVES, FITTINGS, FIRE HYDRANTS, ETC. THAT ARE REMOVED BY THE CONTRACTOR SHALL, AS DETERMINED BY THE ENGINEER, REMAIN THE PROPERTY OF THE CITY. THE CONTRACTOR SHALL DELIVER THESE MATERIALS TO THE CITY UTILITIES YARD AT 949 WEST 16TH STREET. 4. EXISTING UTILITIES EXISTING UTILITIES SHOWN ARE BASED ON AVAILABLE RECORDS OF PARENT UTILITY COMPANIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATIONS OF ALL UTILITIES IN THE FIELD OR COORDINATE SUCH INDEPENDENT VERIFICATION WITH THE PARENT UTILITY COMPANIES. HE SHALL PROTECT IN PLACE AND BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. UTILITY COMPANIES LISTED ON THIS SHEET SHOULD BE INFORMED AT LEAST 48 HOURS PRIOR TO BEGINNING ANY WORK. SHEET 1 2 3 3A 4-6 7 8-9 10-11 12 13 14 15 . 16 TCI-TC4 TOP0-5037-S INDEX TO DRAWINGS DESCRIPTION TITLE SHEET TYPICAL SECTIONS AND DETAILS DRAINAGE DETAILS WATER LINE MODIFICATION AND MISC. DETAILS ROADWAY PLAN AND PROFILE JAMBOREE ROAD PROFILE INTERSECTION DETAILS STORM DRAIN PLAN AND PROFILE SIGNING AND STRIPING .PLAU LANDSCAPING AND IRRIGATION PL/Ul LANDSCAPING AND IRRIGATION DETAILS TRAFFIC SIGNAL AT BACKBAY TRAFFIC SIGNAL DETAILS TRAFFIC CONTROL PLANS STOCK PILE SITE TITLE . StiEET App'D DESIGNED DRAWN • 5 5 6 S 0.7 OF A MILE NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT.), FROM THE POST OFFICE IN CORONA DEL MAR TO ITS INTERSECTION WITH MACARTHUR BOULEVARD; THENCE ABOUT 430 FEET NORTHEAST ALONG THE BOULEVARO, 36 FEET NORTHEAST OF THE CENTERLINE OF THE BOULEVARD,.83 FEET SOUTHWEST OF A STATE FORESTRY FIRE PREVENTION SIGN, SET IN THE TOP OF AND 1 FOOT NORTHEAST OF THE SOUTHWEST END OF A CONCRETE HEADWALL, ABOUT LEVEL WITH THE BOULEVARD. DESIGNED BY_· _ _,_R,., . .LK,.,. __ I DRAWN.BY J,J J: cHEC<E.o ~':'--w=.B~--- oATE.-6/87 ·•-· .FILE N0-- 606.26 CITY OF NEWPORT BEACH R -2 ~ t--~--~--------~--t-"'CH"'E""C~K:,EO~--+D~A"'T"'E~---; I REVISIONS PUBLIC WORKS DEPARTMENT • SHEET OF J,6 L s,: OJ ~L· '.:;J ::, > ---- ~ ;:r:. .• '. !f ~I "'--'----~ I ' J -· --~·· ,~· ~: ~ '§ ~ CL/£13 ' 4, /t)' /t?, /C,' /Cl, ?',' Ct'l!{J ll#t J ,,-t).1€} ✓ti. ';3"), ;/.!},:,' ,,t:!}7' ,-8.tJt?' ,✓--V :, / '" ~ '· -~ ,<"'..1.0/d.' ~ - I MEDIAN FLARE DETAIL NTS G) cuee t/A/e, . -f I , i'J r7 1; r7 ~ t1Ale ✓• ~/&, ·/),&,;?' ,;.4;' '.?. !,t}, \:5,,:?t), '-7.?t>' "8':Y.I' I~<!'/~,-";)_13¢I \6.4.,;£ tlllle ~ ~ M' 1/J' /t)' /tJ' :?o' ZO' /0' / 0, /tJ' le!' ~ ~ ~ ..,.,,,, 40' @' ~ ;;:i ~ I. 5 'R lV- -\ ,,. 10· VAf<. IZO' MEDIAN TAP ER DETAIL N.T.S. EB " . "--...,::,. :;;? , '?."'7' Y.,tZ' /.Oo' '"· 73' 'tJ./JIJ' 6' 6'' 6'' /0' ,t'O, 10' 46"' r"i::.4<"6 MEDIAN FLARE DETAIL Q) N.T.S. YA101:,;, ,z_l I, I VARI/Eb 8 /.1'1, /. 7% -- STA.12+25 TO STA.13+04.92 NTS NTS ' \\) • VAR. "l NtJTE: /. /(//,',:.A/ Sn?ccT -0'ASc t/A/E IS S7X'Ak;,;,,r use 7,Z'A/,GEA/T s-ecr,,,.a;t,,; ff. Wt!'c# 8AS"" t./Al'e" /S tu-'A c'P'Rf/6, /V&' T/2"-BASlT C///l'c <'R ?.,P/A/,5.:Nr W/.<.C ,Sc .4 T.'1N<$,,.-,,VT, QS,: ,PRO,P',:7,€'7/,:,,VAC a,,'r .S-~TS. IZ' ;?' :?'/4 -.••. 'b I? VAR. 4 /()' t' 1/J' Z"T-- t3 /,:?' I 14 ~ I),: I I I ~ J L I ------- -\t=;;;,7/Nq ~7/'i'UCTt:.l,fA L. 6cC7/0N --/,7¾ - ~-= \EX!6T!tl€, A.C. r, -:,. 4 5 STA.II+ 00 TO STA. II + 50.00 NTS •l',er#,i'//.4C t:¥' ?';f'/5 r, M67,i,J# 15.UA/.? ✓5 ,;:,-RdM SU. /dr?:,,: '2 TO 5',>;4. //,-5"t:, STA 21+27.93lm STA 23+47.93 NTS VARI&"' l!l' B' "3G' z~· 2'&,' • -'@ --1.7% /.7%- STA.15+30.00 TO STA. 16+00 NTS -5(,,' ti>S' 34' . 34' (J,. Z' E.X. ;:,,a. c.J<,A.t!. ,;~----- I to ,<;,;, -- e IZ' 4 le' z.' ~ ~ -.· . STA. 19+00 TO BACKBAY DR. N.T.S. ASL Consulting Engineers PASADENA· (213)/(B1B)'/92,,;309K SANTAANA (714) 9"f9"•J76t· PJ).LM SPRINGS (619) 320-4220' "' •• DESIGNED BY .. _ -·~R=·~K~, --, CHEC~EC B~ _ __,W.c,.,,.,B,,_.'---1 l)~AWN BY J.J.T. PATE 6/87 --FILENO. 606.26 N.T.S. 6 2 3 ;?' /0' -:::,"t'7"_:... ~ .'...-~ I " ..,_ -, "' "'-Z% ~ VAR. /.7% /3 ' e r ., _ _J VA.A'le-$ /.7% ------~------EXISTING A.C • li'5. 14 I I STA. 11 + 50.00 TO STA. 12 + 25.00 ;?Pr/:'.Y 74Ck' Ct?;?r P-6'0/4'" T<? ,q;:,,;)CEMEUT Or -4L. OVE/4".:,4,Y NTS 4.C. t7//ERL#// -VA'R/8' /'~/4'.' 6'EE 6.4?:' '1' rt:>R //cR77C,4C a?~. -- -r@) '\ _j 11,--"EXl<>TIN/!i, A,C. ,:; ?. z L----:, -.>c-,__ -,.,,,-2.--.., --- - ,=X ISTINI:/ :ST/f't/CTC/lfA L SECT/ON ,li' l'YC LINER ENOS @ srA. /7rZO STA. 16 + 00 TO STA. 19+00 REMOVAL NOTES PULVERIZE IN PLACE EXISTING A.C. PAVEMENT. REMOVE EXISTING MEDIAN ISLAND AND PLACE 4"A.C.TEMPORP.RY PAVEMENT ON COMPACTED NATIVE (TO MATCH EXISTING STREET GRADE). CAP OR REMOVE EXISTING IRRIGATION LINES AS REQUIRED. PROVIDE TEMPORARY TRAFFIC LIDS FOR ALL EXISTING UTILITY BOXES WITHIN MEDIAN AREA, INCLUDING TRAFFIC SIGNAL PULL BOXES. ONCE NEW MEDIAN ISLAND IS CONSTRUCTED CONTRACTOR SHALL ADJUST ALL UTILITY BOXES, PULL BOXES TO GRADE. ' l NTS PUBLIC WORKS DIRECTOR R.E. NO. /2 tN'J& DA t:-·t.:t-11'7 DATE BY DESCRIPTION DESIGNED APP'D, DRAWN REVISIONS CHECKED DATE 0 l 2 3 4 5 8 13 18 ·20 23 25. CONSTRUCTION NOTES CONSTRUCT 8" TYPE C CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. 183-L. CONSTRUCT 8" TYPE. A CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. 182-L. CONSTRUCT 6" A.C./23" A.B./NATIVE GROUND @ 90% RELATIVE COMPACTION. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STD. 180-L. CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY PER TYPICAL SECTION SHEET 2. CONSTRUCT MEDIAN IMPROVEHENTS PER SHEETS 13-14. PULVERIZE IN PL!ICE EXISTING PAVEMENT AND "CONSTRUCT 6" A.C./ VARIABLE THICKNESS A. B. PULVERIZE IN PLACE EXISTING PAVEMENT AND CONSTRUCT. 6" A.C./23" A.E./N ... TIVE GROUND @ 90% RELATIVE COHPACTION. CONSTRUCT 16" A.C./NG@ 90% RELATIVE COMPACTION (DEEP LIFT SECTION). CONSTRUCT 6" TYPE A CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. 182-L. PROVIDE AND PLACE 10 MILS P.V.C. POND LINING PER DETAIL@ JAMBOREE 'ROAD TYPICAL ARID SECTIONS DETAILS CITY OF NEWPORT BEACH R-5526-S PUBLIC WORKS pEPARTMENT SHEET 2 OF 16 • :" I i i '' ' ',:Ji " ',•, l £'. y C z I I '"Ii' €: • ' . ' ,_-'; ,. .... :_ '"' L.,i ' b '7 ---_,._, • ~ <.~ . - R1-\on !a la datatrnintd br . tnglnnr - ~ ,' .R/1{/ NOTES AH tdqu '-be lrilftlMd IMOOIIII TERRACE DRAIN L Concnt• tho:11 hav1 a mlnlmwn ultlmat1 c«ropr....iv. •~lh at 28 do,a of 2!500 p.a I. Concnt• may be pn1wnotle0Uy placed and aholl conlorm to SocHon 2621 of the Uni.farm 8ulldklg Coda. z. Rolnfon:in9: ahclll We &"x 611•Wl.4x Wl.4 wtldad wire m11h (W.w.M.) or appravld 1qual. 3. Gr!Mld atdl be prrwathd lo th• 10tlafactloa of tilt Q1iiildin9 OfficiGl or [nuiAHr prior to pla"ffltnt or COftcr•t•." t.1ol1Nr1 1011 ratordant ahall b• uud 'Wheff· nqulrod b:, the Bulldin9 or•1dlil or E..,.,.et. • 4,, ~11. ot conc:r,t, blodi. d&wttftf' (1910,h) WOii IQ be con,lr1,11:l1d •h-.. down 4roi11 ltrffltnQIH ot ' llr'l'OCI clrolll. SM pioll IOI' locotioA ond cfdoll,. TERRACE DRAIN ED NTS ----. ' /7., so: dtJ .!' vJM&JRee C5"6.tJ" '-f'T.) ~ ' ' = /,;t .. 53. ,;1 $ " 0. 0. : .,.,. 58. "" I' <'U.t'Vc.Rr C:St7tJ ,:r.J ' e /A/T. ✓-~ ,v.,. / ' --~ o• ----- /// '/,o '\ - ""-.. ~..-.r.,e.a ¥ ,:urre~ -;(" ,#,1,P/,qrp ';/'4• ~~;', d~E ...-A""'dr✓.:"d" ,..-N~ ~/,Ir, 4/TC'# BA4~W PJ,eA-lv.lY t'v'.;'V.f"R7, d'Fe ' .RFR,;;-,. ... PRd,,:"/.;'c" T,W,S $H7.' ~ \V J ' j RAv ------ ,1; ??.,;t:I .!' t:!'O'✓J/,!!".Rr' a#'o/,V YR.44/'d'/lldH; 6'/P P,f'/:,, Y. "1'4."".P&""A"'?'" \ d'T.4. c,.., 75. (}t, CO'c'Y6",f'r j. 'f ,:,,,J,r;,:;,,:, d' .:,:,,:v-e,er --Bc,S-J"A/ P 1:U,/41' P~4J"N r-~i\ ,8 d.'J'~ . .:?t:) ti' t:!'.?.;'l'ERT I I ,;,</0 T.-f'4#6'/ll'P,V / \ / \ d>' = dd .f' t:!'Q.:'Yd'"Rr .I 7ER4"'4<'E P.1,V#~/,V /,V,'2"",f'&f°o<'T/'1.-¥ DRAINAGE STRUCTURE PLAN ED SCALE: ( 11 c 10 1 .! i-~- T SECTION A·A NOTES: , 1. Concral• Iha.It hon III mlnlrm,1"' ullimate comprenlv1 atrongth cit 28 dciya of 2!500 p.s.l. . .. Concrala may b9 pntl.lfflGtlcally ploctd and shall coofonn lo Stetlon 2.621 of thl Uaifann Bulld1n; Coda. j 2. Roinforcing lholl be 15•1t6•-w t.4 a W 1.4 1111ktod wlrt m1ah (W.W.M.) ot approv.d 1qual. ~-Ground sholl bt ~•-••lt•d to th• 1oll1foction of ttwa twl4nQ1' do~,.~9E .. 11d·~., o"",·,?'. t1o placE1m!1"t of. eonc:r,t•. Molllur1 10 .. utordcnt aholl bt u.od when uqu re .. , ,.. u 1n; 1cao er n~mHr. -1 ··~ Down droln cnc:hon cOftltructtd every 101 ,and 11 tap.11a tGI of d0WD dfa\1. A ' L>OWN DRAIN powN DRAIN NTS ;,f,tK~N&e4 F,:;7U.V.P.ey N',¢-./:7317 /14,V/,''1,tE ,FR'4,IIE ,f t!d//F,(' t" ~,f" •:.:,,• ,::,,v A,<(,+1£ ,1'1:',,;r,J "'f-+---CIPT/(),,V.4,t vd/#T -:ST✓P PEA" &'✓TY 'ST,P. ,?:.1,;f-~ <?P7'/,:l,V,4.,t ,;'(),t,P ,:/,1,WT W4R,P /.Mtcr r"cR t!/ry d'T£l .:f.1/-, )!/,r L"'-f'&/Z'" ___ ,.£.._I_ ,114 ~/.!'" MODIFIED CATCH BASIN SCALE: I", 10' CD 12• In vartlcal Might • 0 I , "O TERRACE 50-- 40-- ..l lu PLAN Down dralft TrtlllaltlOA ,_,.---Archers SECTION A-A AND DOWN DRAIN NTS ~T. .V.d ,v..,. / -R47P. .!T✓.1•.l.'---i 30-- ASL Consulting Engineers PASADENA SANTAANA Twrae• drain. _. (111 lhNI I af 3J. 12 .. SECTION ,., 3 ,84,IY" ,!76 ~"'-I:". C".:'~ 3'-9?---t-=t'<' A-A NO 7' 6" ::J : (I} /.1.',;1(),f' ,;,,,,-t'?l',:'l'&n'" ::w,/.1.',t #,d Pe 6'?7.cif 7",f"t)W.t~ A>'#/25N (.?) R.e/.V..t'"d.R.:'✓#6' d'l'.£,:? '5#.J.t.t .84"/".t'.(F.-IR 7.? /Al'S/PE 17F' l!',1".1.'Y4"Rr t"n'.d. 18' P.1.V#PR.J/H PER (1)-----rl__._ ~.L---=----1._,_,jl--+,1," tNTER SECTION '3'A:I *EXr'#/415/t';!/ J~1A1r M#l'e'R/11~ A""Y4'E 'SIPeW.H,': r/A//.SH /i!'' DRAINAGE A STRUCTURE SCALE: I"., 4' HORIZONTAL I"= 4' VERTICAL (31Ci n2-3D96 • 1714)979-1761 PROFILE SECTION • 111 .. 2 1 APPROVED 6!..Q>tl PUBLIC WORKS DIRECTOR B-B --50 t'.1Al67: nf'RA'At:', PRJ✓P P,!"R ffi WPER ED --40 --30 JAMBOREE ROAD ~ I// 'L· ~ _ ✓1 -~{';ff /,:U~~-:-'--.:'!f:!~~="------'-A. -.E _ _,3""14.,c5cc2=---u.i.i.(y 7. -ENHEi'T PALM SPRINGS -(619) ::320-4220 11.E_ NO ,1gea4 DRAINAGE DETAILS M ' 1-0-ES_I_GN_E_O_B_v_""R"'.""'K=-=-.--T"'c_H_E_CK_S_C_B_Y==:::w:~.,=s.;.-,_.-:_-:_:-r-----:-;,s;;:cc;~;';LE;-----,-----::F,:-ll::,-E.,,N0::-,-,_,-,,..-,,-, __ ,-,-:-1...:DA_:rE...J._BY_,L_ _____ = __ R_IPT_lo_N _____ ....1. __ t;::;;;;;;;;;;;,--t;;..:.----i DESIGNED DRAWN APP'D. CITY OF NEWPORT BEACH R-5526-S ' □AAwNav_Jp.c. □•rE__ 6/87 AS SHOWN 606.26 REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 3 OF 16 C t ,> >:: ' g b n C _;j Sl ,-, " ,.:: ' " -s " c_, " " cu n1 =o 0 ;;o ;> ',-' < z GJ ,,, ., ) • • "' I \ /,?A.I! .. 1 I I r"t/t.l. WRAP • E/C. 30' CEMENT MORTAR L/;,,E. KOPP/.. R.i7N~ffl,y~ ANO COA7"eD .STEEL PIP 1 ,, PAC> 3;{,;, )( 3 N • 'EIIVPORCINIS _,.-• , ,,.._ PAI) •~ ,. .. I~. I -,gz_p :.-lLL !PE 'ER SI E I -- -0:: C) • /N$TALL Ft.-f'E lf'>'OKANT A5.5cMJ3L Y PER C/TY .5'TO. 5&0 't'"L. ' .., ,BACK ~ SCALE 111•201 • HOT TAPPING EX.30" C.M.L.C.S. @ N.T.S. HOT PING EX .3011 C. N.T.S. . DETAIL @ ,;, " Ct/KB / 6t/TTER -TYr'E-A BACK or J1/A;!.K JAMBOREE s ---------- ,., ----3CJ"W ---------------- \ ---------- CONCREre PLU6 EX.B~IVATl:R ~ Ex. e• VALVE*---.J-'l!. \ \ Rl:MOVE /NTl:R~ER!NG PORTIONS \ Ot= EX/57"/NG 8' WATER LINE AND INSTALL /0~.¥8"P.G'. R£'0Vt!£R r'10~-~o"'P./.P. 61£,VJ;> F.C.%F.&: ~-~ 'r,t/RV5r° B,:(),!K Pe;e t:/TY ~ ,1/0. ~O-t.. INSTALL 10 ,,_ 90° t:J. I. P. BENO F;E'. ,I' P.£, 4 POUR THRUST BLOCK PER Cl7Y ,STO. NO. 510-l,. INSTALL /0" R.-r. X P.tf'. APA PT?;:R. /,V~.a. /O"A.L'. P. WAT?r..e k'N£"" OY£".e ~ cX/-!S77Nt!j :k>"CM.£.t:'c~. WATER I j INSTALL 12 11"/0" RTxFE TEE ,t 10° FE x RT R/W GATE VALVE~ POUR THNUST BLOC/< PER CITY ,STD. NO. 510-L ' 11' + ~ • 'I ' ~ ' ·\ ~ . -, ,----I 2" R.T. R /W GATc YALVt:' ' ' ROAD /O"W ,r-;----.,-e.AJ!!JANOON EX. ?/PE {' ,C/TT/NG~ -R~M.OV£ 5' 5' /NT£'Ji?Fc2/.V6' ~770,VS c //// OENC>T,:'S L/M/ TS ,:Jr ,P/,P/.,Vi;, TO Be .48.::?N~Ne P ,c'e:'OA/N€C'r 11e,el(jAnOJ\I 1S'c.,:'."Vll'c , W /z "COPP,;;(: -:S' e.ev1<1G" p,g-,e C /7Y ~ No. -:a-03-L ~ ----------/O"W--- 1/ // // /I /?EMOVE {' KE5E-7 EY. F/RE HYDRANT ,PROV/PE LEAD AS REQ '.O. Ft:>R ..VE W CUKB LaCAT/0/V *NOT,!?. 8" VAL.VE OUTLET TYPE /S NOT KA/OWN rLAN6E-REOUCEK {' ~o· BEND TO IT IF ?a.SSIBLG' IF NOT , CONNECT TH6'M WITH TIE /?<JPS f' $t>CKET CL.AMPS ,,.,--::,..--REMOV€ l:X. 10" CRO.SS, INTER~ERING PORTIONS O,t:" EX. /0 ",V /0",1' B".REOVCEI:: ANO , INSTALL REQUIRED LENG7H 6",¥, 30"~t'~,E'67'§'" OF IO" AC'P AND IO" FLEX CYt:/11//;J&",f? PIP&" COUPLING ( OJ..1£5S££ TYPE} FOR A<:P TO CONNEC"T TO THE EXIIS'TING IO" WATER. CONTRACTOR SHALL FJELD VER/t='Y THE REQ/.JIRED LENGTH OF 10" ACP. CONCR5'TE PLUG EX. BP WATER DE.TAIL@ /t' "771 PP /No/ VAL.VG' K6'r "o"RtNt; HOT TAPPING EX.3011 C.C.P. TAIL N:r.s. LINE MODIFICATION AT BACKBAY ASL Consulting· Engineers SCALE I"= 20 1 ...... ~Z~'.,.1.(:_,_~/4~~.~~~M~;'=----AE-3_1_4_5_2 __ WILLIAM E. BENNETT I DESIGNED BY _....:..:.Re..:· K.:_:. __ CHECKED BY W. 8. SCALE DRAWN BY J. o·c. DATE 6/87 I 11 = 20' • • . . • . . • I, • ,!J. CURB ,, Gl/TTeR -TV,Pe A SECTION A-A N.TS SW • • .• • • • .. . . I --------f .F~tJW I .3-3.v PVC PLAN I" = 4' &"CP • . I ¾ • C/fA,<fP,:R ~ i· 5Ma()TH GROUT. . ·• . . . . ., . . ... 5~0 f~ SECTION 8-B NT.S. 8" MIM' - ' ~ 5' W/ft'E MES# 8LA/VKET 6,Ku,K/OK/0 wwM • • 3 -3" PVC CSC#. ,!JO) .ORA/A/ ,"'IPES CURB DRAIN OUTLET DETAIL Qi) TACK C't:>AT WIT.II SS-/r, ASPh'ALT EMVLS/0/V /0' --_I ~-==--==-~ - - - __ -I ____ ~_£_K._A_.c_. _ HEADER CUT DETAIL NTS. ~ll/1>'e WA7li72 VNC aw'Ne-er.s ~ APO PG'T:41'-S 4.-5"t:. • Pel.eTE'" e, r' 3 NT.S. 3 COLD PLANE DETAIL NIS. '(;6/) APPROVED PASADENA (213)/(818) 792-3096 2.Q.)tL, JAMBOREE ROAD WATER LINE MODIFICATIONS SANTA ANA (714) 979-1761 PUBLIC WORKS DIRECTOR PALM SPRINGS (6\g) 320 4220 R.E. NO / 2' ll Ot:, AND MISCELLANEOUS DETAILS C-1.::..-DAT APP'O. 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'?J!' /"' cJ/1 RE#<'Pc 1' REPcA,:<'c P'R✓-TE' O-"',c ,::;'/72, ~PR.:>PE',-Vc,,V,,-4S ,PE""'.,,,.,-Re P, ~UC ,v RE-4,'A ,:' c/4',: ,e,'T /l?A Y /.-v,::-.,-u.&>...-± ?.:> ,e,e ;::,,,,- "-'"'-t .:>ReP c:u~e, C4WA/, /RR/$AT,"'/V of' .C,,$#7'/#<$ ~,.yr,v.--:!l (/i'cP-CA~E .l>V A:1/A/P) 2/76 CIETERICH-POST CLEARPRINT 10 --·-----~------ • --. .. __ _. ___ . ---------' ----- ·---------·---= ~=-==-=~~~~· ·--------' - 12 13 14 'l 15 "'-1'1-"4",P,.eon,sEP Tc:cE?#,)HE C?'HPt1/_,.,.-W,4R,V.a/.,;: 9,4>" ~~ , II:) Vf :,, !l) (';7? BeCOA/S?'RdCTEP_,;JY ---:;:::~'4 l<,0-\ _,_~ /,f 11 ~ PA,:;',F/,:;' Tc.cE,P/2-',:;'/Vc ___ r '-~ tWok ,P,,f'E:5S</R£ G#:5 N(i. £ /, ~ ~ 1-.. ~~ ~ ~ ~~ ~ ~~~ %{ :;::-,_ k::s "~"~ ® 17 ~f )-)lo',~ "l "~ I? ,~ §\\l~ ~'-::-,.><,:;" ~~¾!~~~~~~~t~~ ~!~~~i!&i~ ~·~~i~ ~~ ~~ ~~~··· ~~~~J~ ~ ~~i \;)-.,~\,~~~ l::ifli ,~ ~~ ~&j-~ !!! \j ·~ r,;::.i ' ~~~1 .:: ~ ~ ~ ~ J ~ ~-i: ~ " l ~ IS ~ '> fil 'l :;_, I\ ~ '-l\) ,$ M ,;s '( :-,_ ~---s:;::::::---,~~'l::'.~,Lj~lil~f~°:;1-;--~ i;f ~ ~ 11,i"\l.:~ ~~\._ ~f ~;~ ~~ ~-.,;:.~ '<: -,; ~~ PA:JY/,t,Co' ~:/ ~ ~ '< #/a-1/ .Ba'M@ 6!0Pr7 " Z' ,.,,_,, or&dn' -" ~ ~ t'.7"")".P) N34~~ ~ 23 ½ 14-f 30,00 e:1 GLt'ff- -, A e t:> 0 I=. F □ 1 2 3 l -r /.?00. "'"' #' ,HY .!!Z'' 804-.qz' lt;,'e,. Z"l' // <!),8 • """ , t::,047't?!Y' ,?,W. !7t!/ /Of'.!»' //'?[?.00' -,•47',?!J~ -;?'71}. '36' /,?{? . .?2' /:?Gt). -M, ;??• 2 ,:,:;td,. .t?Pe. ✓o • /d;?. /6' ~.t)t)' &,.?'£:i':e-4' &-!5. RB' ~.-;,o· /. 5C)' TRAFFIC SIGNAL NOTES REMOVE EXISTING PULL BOX. FURNISH AND INSTALL NEW PULL BOX AT NEW FINISHED SURFACE. ADJUST CONTROLLER ASSEMBLY AND SIGNAL SERVICE TO GRADE AS REQUIRED. ABANDON OR REMOVE EXISTING PHASE 8 AND -PHASE 3 DETECTOR LOOPS AS SHOWN ON AS-BUILT SIGNAL PLANS. REPLACE UPON COMPLETION OF MEDIAN NOSE AREA CONSTRUCTION. PR/le/Jfl!I/; tE6t:AJJJ &,N 4c/ we r/l/c.ex/t:55 4,5/ EA-7677--VG /"'AK61/ENr r P#,::11cR/z£0) _ v.4,e;,4,6Le TII/C.!::Wess A.C ,::Jl,'L:Rt.AV ·I.______. = f z] = 0 1 2 3 4 5 6 8 9 11 12 13 14 15 16 17 18 21 22 23 25 6 1 2 3 4 5 6 7 8 ' :=-::-~.;:...::::::::- ' ----•- ROADWAY CONSTRUCTION NOTES CONSTRUCT 8" TYPE C CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. 183-L. CONSTRUCT 8" TYPE A CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. 182-L. CONSTRUCT 6" A.C./23" A.B./NATIVE GROUND@ 90% RELATIVE COMPACTION. CONSTRUCT 4" P.c.c. SIDEWALK PER CITY OF NEWPORT BEACH STD. 180-L. CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY PER TYPICAL SECTION SHEET 2. SAWCUT AND JOIN EXISTING PAVEMENT. CONSTRUCT MEDIAN IMPROVEMENTS PER SHEETS 13-14. CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH HEADER CUT PER DETAIL SHEET 3A. COLD PLANE PER DETAIL SHEET 3A. STD. 181-L-A (CASE E). PULVERIZE IN PLACE EXISTING PAVEMENT THICKNESS A. 8 . AND CONSTRUCT 6" A.C./ VARIABLE INSTALL STREET LIGHT (AMERON CAT._ NO. l-C3-28-J8) PER CITY OF NEWPORT BEACH STD. 203-L, MOUNTING HEIGHT=35'. CONSTRUCT 1 1/4" SCH. 40 P.V.C. CONDUIT WITH 3-is WIRES. REMOVE EXISTING DRIVEWAY AND REPLACE PER CITY OF NEI\PORT BEACH STD.160-L. WIDTH AS SHOWN ON PLAN. CONSTRUCT MULTIPLE CIRCUif (2.;0 VOLT) .".ND PULL BOX PER CITY OF NEWPORT BEACH STD. PLAN NO'S. 204-L AND 205-L. PULVERIZE IN PLACE EXISTING PAVEMENT AND CONSTRUCT G" A.C./23" A.B./NATIVE GROUND @ 90% RELATIVE CO}'.PACTION. ADJUST FIRE HYDRANT TO GRADE. RECONSTRUCT MANHOLE TO GRADE. CONSTRUCT 6" TYPE A CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. 182-L. .PROVIDE AND PLACE 10 MILS P.V.C. POND LINING PER DETAIL© REMOVAL NOTES ,,,_ REMOVE EXISTING SIDEWALK, CURB & GUTTER AND DRIVEWAYS AND PERFORM EARTHWORK. • PULVERIZE IN PLACE EXISTING A.C. PAVEMENT. REMOVE EXISTING MEDIAl; ISLAND AND PLACE 4"A.C.TEMPORARY PAVEMENT ON ·coMPACTED NATIVE (TO MATCH EXISTING STREET GRADE). CAP OR REMOVE EXISTING IRRIGATION LINES AS ~~~i~g-UTi~~;~D~o~~~P~~iiiN:r~~ii~ i:!~f.F~:c1~~ING TRAFFIC SIGNAL PULL BOXES. ONCE NEW 11EDIAN ISLAND IS CONSTRUCTED CONTRACTOR SHALL ADJUST ALL UTILITY BOXES, PULL BOXES TO GRADE. REMOVE EXISTING STREET LIGH1' AND DELIVER TO CITY REMOVE EXISTING A. C .. BERM. REMOVE EXISTING POWER POLES (BY s.c.E.) PROTECT IN PLACE. ~AWCUT & REMOVE EXISTING A.C. PAVEMENT. APPROVED JAMBOREE. ASL Consulting Engineers eiAsP.DENA -r2n1:1e1a1 792 "CJ .. ,f. 8/13/87 R.K Ii:, REIi/Se W'LY Ct/1?8 ALIGAi/4EIIT ANO I> STAT/OIi/iVG ,AT P.C.JI, . PACIFIC COAST. ROAD HIGHWAY . N/0 HIGHWAY 1,//)~5: i rt/Tt/K'E Ct/,/"8 . a-'.('61/6 P.'C.h( #-I m-e P6e77CI?"-ca,w-,eo,,_ t:Jr me ✓<'/N .,, r ;0,11a1r/C C~A&r ~,Ch'M.'Y 5cc SH'T. t1 'I'~-!/( PA!'OP05EP TBE?#,:;k6" I 6"01ScJN V#ES MAt:<'.. £Jc CON'S7X:.'dCT!!!:O PR,t)R TcJ PAV✓,V~ ~t/~~,;nq/--LI M E. BN TT A e--211.5,,_2 __ 1619) 320-4220 SCALE FILE NO DATE BY AS SHOWN. 606.26 PUBLIC WORKS DIRECTOR R.E. NO l'ZBO~ . I TO. 600. DATE-.~?=-.!,"2-~°2.==,ee!L,. __ --1 PACIFIC COAST OESCRIPTiON APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 4 OF 16 I ' - < i ! -1 i , ,., I t( I ,: I ,, __ , i 1: ~ / ,.._ I I- - -----------' -•-~~' _______ _, , ______ , -- --• --< --•i " -:::::,.,_---, __ -'._ ::: -.. -t 1--_ - cc==~ ;\l - ---' --------' ' 'S --!------:-~ ( 17 '2/76 OIETERICH·POST CLEARPRINT L 17 "" l ... l---,. -' R('tJTcCT c,f'/ST. ac.s. Wt!'LL Mat/PM',£VT a/ .PUCE ~===~~=== IOI 0 i I CURVE 3 5 6 7 8 __ r_ ' I • ---1--- -i ---+ -4-.- , _ ---f -1·-t===j ---' ----1 -: :_.-; -t I _-----------4~ DATA L r REMOVAL NOTES I I l , ______ - : i; --.. : -'·-----' -\- '., ""' ,. ......:..:...:: ,. ' +---;. .. ,_ ~ - ·----j --t··- STA:rl9 +00--- • GROSS: SECTION REMOVE EXISTING MEDIAN ISLAND AND PLACE 4"A.C.TEMPORARY PAVEMENT ON COMPACTED NATIVE (TO MATCH EXISTING STREET GRADE) . CAP OR REMOVE EXISTIN.G, IRRIGATION LINES AS REQUIRED. PROVIDE TEMPORARY TRAFFIC LIDS FOR ALL EXISTING UTILITY BOXES WITHIN MEDIAN AREA; INCLUDING TRAFFIC SIGNAL PULL BOXES. ONCE NEW MEDIAN ISLAND IS CONSTRUCTED CONTRACTOR SHALL ADJUST ALL UTILITY BOXES, PULL BOXES TO GRADE. REMOVE EXISTING A.C. BERM. REMOVE EXISTING POWER POLES (BY S.C.E.) PROTECT IN PLACE. SAWCUT & REMOVE EXISTING A.C. PAVEMENT. -J_-- -;-------. -, ____ ---; --- 0 1 2 3 4 5 _6 7 8 9 10 11 14 15 17 19 20 23 24 25 i i I I ' I --I ----; ! _.,-4~ ! .l______j i ___:-Jl'i;__::J -- ~ -----i ---4 -- ---1--- ' ---i ---,_ - -' ==·- ___ , __ _ -·L ____ , -' ·=r -~ ROADWAY CONSTRUCTION NOTES CONSTRUCT B" TYPE C CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. 183-L. CONSTRUCT B" TYPE A CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. 182-L. CONSTRUCT 6" A.C./23" A.B./NATIVE GROUND @ 90% RELATIVE COMPACTION. CONSTRUCT 4" P.c.c. SIDEWALK PER CITY OF NEWPORT BEACH STD. 180-L. CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY PER TYPICAL SECTION SHEET 2. SAWCUT AND JOIN EXISTING PAVEMENT. ADJUST MANHOLE TO GRADE. CONSTRUCT MEDIAN IMPROVEMENTS PER SHEETS 13-14. CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STD. 181-L-A (CASE E). CONSTRUCT A.C. BERM 'PER CITY OF NEWPORT BEACH STD. 183-L TYPE E. HEADER CUT PER DETAIL SHEET 3A. INSTALL STREET LIGHT (AMERON CAT. NO. 1- C3-28-J8) PER CITY OF NEWPORT BEACH STD. 203-L, MOUNTING HEIGHT=35'. CONSTRUCT 1 1/4" SCH. 40 P.V.C. CONDUIT WITH 3-#8 WIRES. CONSTRUCT MULTIPLE CIRCUIT (240 VOLT) AND PULL BOX PER CITY OF NEWPORT BEACH STD. PLAN NO'S. 204-L AND 205-L. ADD 2 POLE CIRCUIT BREAKERS IN EXISTING CABINET. , ' .. :,. I _j _, CONSTRUCT 16" A.C./NG@ 90% RELATIVE COMPACTION (DEEP LIFT SECTION). CONSTRUCT 611 TYPE A CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. 182-L. CONSTRUCT CURB DRAIN OUTLET PER DETAIL 0• PROVIDE AND PLACE 10 MILS P.v.c. POND ~ LINING PER DETAIL {£;h 'Cf!} PUBLIC WORKS DEPARTMENT SHEET 5 OF (6 .I ' 1 1 ,. I ' (-~ i '-'I (-::1 i §~ .,, \ r·. i )".' ~ -I o-;' --~ ·c I i ' ) " ,--~. ------ ';~ 1 -- -----r---- ----·------•-------_____ , -------< ' - -__ --_ -----'- : -_ -' ,,. -; • ; • - + i -: - --i ' :. - - -- _----' -_;_ "': ___ r:: c_- - 28 __ : i ---:-- ): ----------/11 . ,,,r l1Al1' t7& t-7,? 47 JAM.8o.e£tf -., 10 r&o. oo =<'K.8AY ---------0--------- 1/76 DIETERICH-POST CLEARPRINT -·-----,-----, ·_·--- ___ ;_::: __ _ ---; :.~.;.:: -·---- "T'.'.: ·-,_;: __ , ------·-----------------· ------ 21 22 BACKBAY DRIVE I mt / / ' /I ____ , ____ , '"----, '"""' ; __ - __ ----.--r 23 .,., I --, /I / J 24 / .. .-.. ···-··· ----i . -.- 25 i --:r:· T :~ _..._; -:~--: ---i 1 ' I --L:::=::.1- -t ~ -_,_ ::t -----;- ----1 ' 30 28 _,--:::::-j __ _ 101 ,e f77j I ' _, __ ' 4 -----,- CURVE DATA L ' ' -~---, ------,,---,,·----1·-----,------,----1 -------------1--- -----t , _, '---1 .j ---1 ,. _____ j ----1 i i +----j -1-----1-----------l • + ------t----1 _j j • ' -----,----- -! -_____ ; __ ----, ' 0 1 2 3 4 6 9 1 3 --1 -(-- _____ , __ __ ,___ ·r-- i --1 --·--·; ' ' - - _ _J ' I -·--'-_,,,.-,--___ , -_, -. ' ...... : -------1 1-____ , - CONSTRUCTION NOTES CONSTRUCT 8" TYPE C CURB AND GUTTER PER CITY OF NEWPORT BEACH STD, 183-L, CONSTRUCT 8" TYPE A CURB AND GUTTER PER CITY OF i'IE;-;<:,:):r.''Tl 'REACH STD. 182-L. CONSTRUCT 6" A.C./23" A.B./NATIVE GROUND @ 90% RELATIVE COMPACTION. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STD. 180-L, SAWCUT AND JOIN EXISTING PAVEMENT. CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STD. 181-L-A (CASE E). REMOVAL NOTES REMOVE EXISTING SIDEWALK, CURB & GUTTER AND DRIVEWAYS AND PERFORM EARTHWORK. ·:---- j ' • _j_ /e/ CPR.t!J ./G'.VT77!U? ---/o~w·---------------,,.----------6 REMOVE EXISTING MEDIAN ISLAND AND PLACE 4"A.C.TEMPORARY PAVEMENT ON COMPACTED NATIVE (TO MATCH EXISTING STREET GRADE). CAP OR REMOVE EXISTING IRRIGATION LINES AS REQUIRED. PROVIDE TEMPORARY TRAFFIC LIDS FOR ALL EXISTING UTILITY BOXES WITHIN MEDIAN AREA, INCLUDING TRAFFIC SIGNAL PULL BOXES. ONCE NEW MEDIAN ISLAND IS CONSTRUCTED CONTRACTOR SHALL ADJUST ALL UTILITY BOXES, PULL BOXES TO GRADE, ¥ 6'M.1cc cawvcro-es • ,W ?al 80K ' ---------------_£_-_______ _: __ ~ --------------- E)(/&;T SIO£J./A4-,k:/ 8 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. ASL Consulting Engineers PASADENA SANTP:ANA (21J)/(818) 792·3096 (714) 979-1761 PALM SPRINGS (6J9) 320-4220 ~1A'.4t¾t~~~d~·::-::A~1..,,,,.ag;.~#-~/=_==-R F.---=31-'-'45=2 __ -WILLIAM E. fuNETT / APPROVED =="'a~.a'=:-::-. --=-=~':':"'-:---1-,,--f----t-----------------t--""1 PUBLIC WORKS DIRECTOR R.E. NO (Z/30C# DAT• G-1..'L .JZ~ , / APP'D. DESIGNED ~-------;a:-:-::------r------==:--,--.---''=---,-----,----"'7.==-----t DATE BY DESCRIPTION DESIGNED BY __ R_. _K_.__ CHECKED BY __ w=.8=~•---SCALE FILE !lO l--.....l __ _L _______________ _,__7"criH<1Ea'c:i<KEFIDJ-7nDAicTrEE:----I DRAWN DRAWN BY J.J,T,_ DATE -6/87 AS SHOWN 696:26 REVISIONS JAMBOREE ROAD BACKBAY DRIVE TO 400' N/0 BACKBAY DRIVE CITY OF NEWPORT BEACH R-5526-S PUBLIC WORKS DEPARTMENT SHEET 6 OF J6 ' ' -1 / z C s: OJ rn JJ ,_; _; ; ~----, _J --------<----➔--------, ---------------' _. ___ -•----•---- ------------: ·--------!-- ------' -->----, , ___ ,_,--:-;:::::;:::::::::::·--,--; ____ _ --------,--- ----------------,- '-----,------ -_____ , --------1- : ···---, ----,-·--- ------,------ ---·-------. ----- --' _________ , __ ---1--• --' ' T_ _-1 --~: ~-=-_:----1 -' -----'--------l----- --------. ---·---- -{-----------------i==: .. __ __, ____ --- I I_/------! 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I"= 4' HORIZ. I"= 40' 14 ____ , ___ _ -------, ____ ' -~ ---_, ----,-~·-, -----' --, ___ -------·--------- ~ c'A&T r.c.-- (TYP) Ip 17 ASL Consulting Engineers - DESIGNED BY DRAWN BY_ //J ,, ,I ;~ , __ -,,-,U/4<.;~#1~-~~-o-'.lJ&,.,,~::,•~•"'°~-:::-::_::__ ___ A, ,e~~3~1~4~5~2~-- WILLIAM BENNETT SCALf AS SHOWN . ____ ,, ---, -~-. ---· ---' ·--___ , ---·------- -_, __ ------ ·--~ ,----•-----_,_ __ --!- -:-:_-j ---:----, ___ _ ' 1 --, __ , _ _,_, _____ "_ : ---, ____ J __ _ PASADENA ~ANT'\ANA (213)/(818) 792-3096 (714) 979-1761 PALM SPRINGS (619) 320-4220 FILE NO 606.26 DATE J. ------, --------' ---, '----. ------, ___ , ---;--' _____ , ----,---, -•---,•------ -----1 ---·-:--• BY , -'"-: ,ccc;----: =-:i:::::!'-==i--------i, = ±=,---=-~c i.,_,._, • ___ , -----,---'---,----' , ' _, ____ , __ ,, ___ ,,_ -------+--··' ,-·---___ , ' --1---------, ---=-=-:=·.::-:-:::-:='-~--------,_ ;-::,_ ----~ ------'---+-- ----! -- ! . ( ___ _ , ____ , ---,-- ----!--- __ , _______ , -----___ , _, ---,------__ , _____ , _______ , ___ ,_' --·--- --- --1----(-----------'----· ---------·-------------- !---- . ----· ---------' ---,--,----, __ ----------,--- , ___ , 1 ---· :---l-·--- ---, ___ -· ·-·--'-,-1----. . .. . .. -" ---·' . -----------·----; --' ---i ... ,._,., -. ----------. - -_ _,_ --- -----1 -----,---- . -----_, __ ,---'--·-,-----;-·---- ' l , ·---,---------- --- --,-H '"'"-' __ , ___ , . -------- ------,--,--, ----· ____ ,_ ···-··---· ---·-----·-·--· ---·--~.-----'------'-----1---------=-·-----=-'----=-=-=----=-,=--=-.:·c' '--"---'---,----, __ --- ,--,-' . -,--,----~-,----, ---·------~-______ ,_, ____ , _______ ,-__ ---_---; _ ---~ '---;--,----,: -- =-:.:.:;::_:_-;_ ~: ------'----:-----'. ----.--, ---' __ _, _________ ->-:-----;----. -- ·•-----: - ---:-:~--------: -) -:::-:::!-: ---·: --- ----_i i - ,--_--c--•-- -1-----:------•---- ---·------' ___ , _____ ,_ ._,_.,_,_ __ -:----1-,--- ,::-__ ) ____ • 1----,------',------. ---,_ :::---:--:-:::--=:=:-=:...--• ' ----j_ ----; _ ,_ --__ , ___ , __ _ ----------1-------, -- 1----: ---:----- :·_:~-~----~----h=-1-=--==-i-:::..:-=--;-=--=--=--· -=--.::-: I __ -_, __ ---,---~- •-_, __ ., ' ,. __ _,_ ------~----, ~--_,____ - -----~ ,--J------ DESCRIPTION APP'D, REVISIONS 21 APPROVED PUBLIC WORKS DIRECTOR R.E. NO /2 StJt,, DAT C. --z.. -,._e, ~-=-=~=----1 DESIGNED DRAWN CHECKED DATE ~-- --- ----t---:---·--- -' • _ __;;;,_, --+---- -. ---· -----~----' ·------,----------,---- ,___, -1 " _, ---:-:~--; '---'--+~-------; ---j !-----, -26 -29 ----27 -28 22 JAMBOREE ROAD PROFILE FROM P.C.H. TO BACK BAY DRIVE CITY OF NEWPORT BEACH R-5526-S PUBLIC WORKS DEPARTMENT SHEET 7 OF 16 /: 7 l I ~ .,,. ,;, ".4.C'./ y4,e 7"/2'/CA-'AIE-,S::> .4.B./ c,,f'/,5T. ?.4//EMEAl'r (PU/.//eR/ZeO) = a," 4.C./ ?5''-4.~ / A/. G. ,51 9.:?% • ,C,tJ,#,P.4,:'T"IPA.I / ~.¥1&7:' P.4//c#:AIT ('/"C/t. VE/f'/ZEO) .,,. Co" A.C?/ ?3"A~ / N.G. & ~o¾ C'<JMPACT/c>N '7?I "),<!¥). 78 JAM&,,e,1u: • S?:4 "'7/>'&,1i?."l/S ,PC;/ CJ) 1rE)(/'5T C,/6 I . \ I \ I I ' .z ~ I 1 • ASL Consulting Englneeti dk t/ .~,_/ __ R. E.~ 31452 WILLIAM E. BENNETT 111 = 201 PASADENA (818) 792-309b SANTA ANA (714) 979-1761. Ph .. M SPRINGS (619j 320-11220 1-0--ES-IG-N-ED_B_Y====R=•=K=•==--,--CH_E_CK_E_D_B~:-=--=--=.w~-.coB-..,_-.~~~----,,-SC,-A-LE ___ ""T ___ -::F"'ILEc,N-::O,-----, DATE BY DRAWNBY J,J.t .DATE 6/87 AS SHOWN 606.26 DESCRIPTION REVISIONS +.--'-.. ---·--? APPROVED .,,Gs,. •Q.) ~ a.a.;u_· PUBLIC WORKS DIRECTOR R.E. NO. {@0"7 DA b-2- APP'D. DESIGNED DRAWN CHECKED DATE . lNTERSECTION DETAIL JAMBOREE ROAD AT " PACIFIC COAST HIGHWAY CITY OF NEWPORT BEACH R-5526-S PUBLIC WORKS DEPARTMENT SHEET 8 OF )6 I: [' r ' f j I I I ✓.:_ 81 ' • • e ! BACKBAY DRIVE } "\ \ $' ~I ~ , : I ~ ~ ~ II) ef17 :) ' .... , ~ R/JV----------- 34-' ~/ 5,J. &,t,,' , I o,I ,P.C. C. /CJ,,. 7tJ. 76 EAC',i::' 8.AV GG. "?"?'Q) eCR J A/€,4°/<!>'/".J"t; £AO Z' , :94 &,~' 1:,1'' /3-ftJCJ. t}CJ :NO OVERLAY ASL Consulting Engineers -=-c4</atr:/4~t~-=~ L""',.,,.;;µ~iiJv!'!:/2:'.::r/==--R. E.-3'~~52 __ WILLIAM E. BEN~ DESIGNED BY_~Ri•wK=• __ CHECKEDBY __ W=-~6~---SCALE DRAWN BY J ,J.T. DATE 6/87 AS SHOWN Pt. SADEt>..~. S/,1NTA ANA PA~M SPRINGS (818) 792~3095 (7141979~1761 (619) 320-4220 FILE NO.· 606.26 DATE BY DESCRIPTION REVISIONS ™ I : a, ".4,:' / ?3 ".4.eJ /A/.~ l!f) 90 % ,f"C,CA'7"/ Vi: c'd/l?.P4C''T/"1A/ ~ I& "4C O:EI° LIFT OVc/f' /\I. q. 4T :!>0% RELATIV&" CCJMFAC!T/CJN ' = EXIST/Na A.C. PA//1:MENT Ttl REMAIN APPROVED ~ARI) cf. No. 3 EJCP. 12-31 aaJbZ INTERSECTION DETAIL PUBLIC WORKS DIRECTOR R.E. NO 12 BO(o DA JAMBOREE .ROAD AT BACKBAY DRIVE APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH R-5526-S CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 9 OF (6 \ z ·.'· I ~ta i ' o·c ,. ,;, ,::! -=,; ::-,:'.; e;; --------1-" ____ -----------------' -"' ------. +· •·· .•"T ··t; •. ---!----- i ' 8 -···· ------.:·:--=: .. :_:::r.::~. -~-1 -----------' ----· ··-----•--...... --·---·-··-·--···· -·-----·---" .. -•----- ----.. , __ _ ·-·--------------------------------.. •-------------_.___ --------s--- VERT. I"= 4' HORIZ. I"= 401 JAMBOfEE ___ I ! I ---==-=-=---45 J,4_M,5~,R£e7 -= !-~- -- 13 ,;t 0 CX) + rt) j;! Cl) q Cl) II 0 0 + <D ~ w z ..J :c u ~ ~ I < > I .A ei C .0 ,e ;:: \p II I J ; .A t.. ,., Al p • ASL Consulting Engine©rs --/.l!Ll½'2flte!:! 1 _r/'--""-~""""""-='---·· __ R E--=o'-',14'-'5"-"2- WILLIAM E. !ENNETT b SCALE STREET CURVE DATA ,e I L) I c.. I ' l.?OO. PO' ;1:t• :5 8'.3z•· t;M.~z· I'?'!,. t!"'J, /'38. 0-P' &2 '-!?(} 'tJ,t. h ':517, t)t), 27. 1!37' /1:'JO. &o' .?:Z"-!70 ',J,t" ~ 78' 80. 2".l' tf,?,,i)tJ' :!?I' e,,:,::,,;• :3!4.17' /;'. ;?,t., 7':7,PO' 2/"?.:r.> t:,1.::i:," 28. 7,i;' /,$, q;7' l!!,,fJ. tJO' 2Z'':5tJ'!fP.>" ':7~.tJt!' :z7. aa • /70.cJO' :2:Z'5t:I' 5¥ '3~..t$/' ~b. :;,I' //!:,7.CO' /".?~~f77ll .;?8. ,1, 'o' /¢, 'if,;?, //2'3, 00' l'Ztf,~l" z~ -:>¢' /ef.17' /7().tJO' Z/"l7'Z8N 55.74' ~,/~' /;3,9. 00'. Zl'l7':/<t,' 51.M' -;!,ff, <1'$' 7~. PO' ,1,5•5;'52• ,M,&'£' 4£}. ,Gt3' t,,5, t70, tf,£,•,e1~2• 7Z.4:!' ,k,,,!J/, /'};lo. oo' 22°4/'/()' ~?P.>' '50, 0"?' l':},6!. 00' z2•¢1'1011 ':74. t,,4' 27. t,,a' PASADENA (213)/(818) 792 ';88€ SANTA ANA (714) 979-17G1 PALM SPRINGS (619) 320•4220 FILE NO. DATE BY DESIGNED BY __ R=·= K. __ • DRAWN BY J.J.T. · CHECKED av __ w=·-=B"'.-- DATE 6/87 AS SHOWN 606. 26 II] DESCRIPTION REVISIONS STORM DRAIN CONSTRUCTION NOTES CONSTRUCT 18" R.C.P. PER CITY OF NEWPORT BEACH STD. 106-L. CONSTRUCT P.C.C. COLLAR PER CITY OF NEWPORT BEACH STD. 313-L. APPHOVED a.a~ JAMBOREE ROAD DAT PUBLIC WORKS DIRECTOR R.E. NO. /:?8<>{p C -'2..1.. -8::> "' APP'D, DESIGNED DRAWN CHECKED DATE STORM DRAIN FROM PACIFLC COAST HIGHWAY TO 600' N/0 PACIFIC COAST HIGHWAY 'CITY OF NEWPORT BEACH R-5526-S PUBLIC WORKS DEPARTMENT SHEET I O OF )6 r I , I : I I I I I I I I -· --~ 0 .. ' \ ) ) / []J rn JJ . F ·-:--· ,,-· --[----· --··· ,., ---------· ... -------•-1---------·-------. I :. :=.: ,,.. ,;t, 0 . Q'.) + I') . ~ (/) . 0 . (/) c,J I ·--------,----· .. -- 13 ~ J;;!f. - . -. i-_-_ 1,:. -· --, --_, -·----------- 14 -~- . .~ lo " t ~ " .• ii_ It''~., --- " [ill 14. ltj' =-= ·•·= •=.:. -• : :: -----·------·-'··----· ---" . ._ _. ---: ... '1-l == . ..... ·-·-·· ·- ~ -----. ' -----· -,--------r ·-· -------···-------,-·. "--·-·--~-,-... ------· -·----· ==-_::::--r ·------------·· ·------,-·-. -----~-----1--- -------,l·=-=·±==J-·\ - ::::::: ',, ~ -· • --·+.-c+=l_ --_ --:; .c:J • ··-=--::: ~-_.:._ ---·i --· -=-_:__ =•1 • -,~ _ :,:": ''"= ---"" .,:-:c-'"" ,,, ·= -.. .. ~--'-'-::_::_ • VERT I"= 4' HORIZ. I" = 40' • ._ ____ -_-=-·-·----· __ _--_. :.~ -:::_::_~ ':~=:= .,. --------···-··---·------------- :. _•.····· t::: 17 18 9/:t I II. a;-,.!}5.t3Z L}C __ ,l/__:,,.!}4-'--'""04.=;/:,'"'c"i"°e~,-,,4"L_""" ,t'':4-0 ASL Consulting Eng tt:,, 1 k4--R. WlLL\AM E. BENNETT DESIGNED BY_~R=.K=·--CHECKEDBY _ __,W=.B=. -- DAAWN BY J.J.T. DATE 6/87 -----·---~ ------·------·--- ----... . -. --------· ··-·--·-'"-_______ , ____ -- ----·-···· ·--·---------·--- --~:~ ::.:: ~~~ ~ ___ ;~--~: =·:) :~·-~~: -=:·;~--~ !-_· __ -., STREET CURVE DATA ( ) .e A t. r 4 "'"""'·"'"'' r?'<!J.4'!7'$7" ?tJt;.2.e,· /,?,,__ o;,!7' cJ $£3,. ,?,:;>' ""'' .?OW" 64. "',?,!J ' :35,M' C 3G. cJO' //",1 ",,f,;l '177" 7.3. 2C' ,NJ,~/, (ti i'?.~ ct!'' //';J".:19'87' "'-'"'· ,f,fj. e>a ,:,q,' G.17 Ct/RV£ !JllT# ) R ,j L T I 45.a?' 17°60'0'1" 14.tll' 7. tJ& , 2 45.a?' ;?t.0&'bl" zo. 7!!' 10.06. 1neers PASADENA (213)/tBlB) 792-3096 SANTA ANA (714] 979-1761 PALM SPRINGS (619) 320-4220 E. 314 52 ~ .SCALE FILE NO. DATE BY DESCRIPTION AS SHOWN 606.26 REVISIONS STORM DRAIN CONSTRUCTION NOTES [!J_ GJ CONSTRUCT 18" R.C.P. PER CITY. OF NEWPORT BEACH STD. 106-L. CONSTRUCT P.C.C. COLLAR PER CITY OF NEWPORT BEACH STD. 313-L. CONSTRUCT JUNCTION STRUCTURE WITH MANHOLE PER CITY OF NEWPORT BEACH STD. 310-L. CONSTRUCT CATCH BASIN TYPE OL-A WITH LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STDS. 304-L AND 305-L . " 4 .12-31 ''IV!\. CAL\' APPROVED JAMBOREE ROAD STORM DRAIN . PUBLIC WORKS DIRECTOR R.E. NO. /<!&XP DATE-,:;' -22.-g FROM 600' N/0 PACIFIC COAST TO BACKBAY DRIVE HWY. APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH R-5526-S CHECKED DATE • PUBLIC WORKS DEPARTMENT SHEET 11 OF 16 • . i i I I II ~I Ii I I I ' ' . -. .. (') 0 1> (J) -\ .,/ /" ~ ______,,,., \ \ \ \ \ \ \ \ \ -- 12 --(t4D') \ \ \ \ \ \ MJ?RKER PcTl7/L SIGNING AND STRIPING GENERAL NOTES !?fl/lit. # 7Yl"E',!; "[I (i?,/i!) A TYl'c "II" [D l/98) ~ TYl'E"#Y"8 (9!)) JAMBOREE - - [I 13 I I Z4' - 4' I ... I l ALL STRIPING DETAILS REFERENCED ON PLANS ARE CALTRANS STANDARD PLANS A20-A and A20-B UNLESS OTHERWISE NOTED. ~P .o_o._o .rl. 2 ND STOPPING [R 28 (S)] AND ALL BIKE LANE SIGNS SHALL BE MOUNTED ON METAL U-SECT!ON POSTS OR STREET LIGHT POLES WHERE APPLICABLE. ALL OTHER .SIGNS SHALL BE MOUNTED ON WOOD POSTS PER CALTRANS STANDARDS. &> \J ~ "'- N N 'l-~ 'I-\l ~ Ill - I ROAD 3 PAVEMENT LEGENDS SHALL BE 8' HIGH EXCEPT BIKE LANE LEGENDS (6'HIGH). 4 5 ALL CROSSWALKS AND PAVEMENT ARROWS ARE TO BE THERMO- PLASTIC. AFTER STRIPING IS PAINTED, REFLECTIVE PAVEMENT MARKERS · SHALL BE PLACED PER THE MARKER DETAIL ON THIS SHEET. ~ N ~~Iii. ~ ~ ~\I~ KZ8 (G} t' ~ -ii' I? 1/J MOP/fid} ~ --· -01 ~ ' ti\ --~ l.i -,_.., BACKBAY OR I I I ' I I I I I 21 - - ' '"' ----- r'1" }1/1/ITE- JAMBOREE ROAD ,-.___ __ _:_:~::=:::::::-A?EMZlVE. 2"XZ::rrz7.7;s;-7c7;,r .:)~ •. ~ ~ (S(J' ~ -· ( 60') -~ (ZBO') s:. 2 23 \1, ~ O.eT.4/.C:. J?,J, ASL Consulting Engineers --.t't;,4½-:"'c'~~'f~de~,~.,.;d)~L-.-=·-R:E 31452 WILLIAM E. BENNETT - -- ~ ~ ,, ~ - -~ -- -~ 17 ·-s ;;, !it --~ ' ~ RZ8(SJ PASADENA SANT1\ ANA PALM SPRINGS 24 (818) 792-3096 {714).979-1761 _ \619) 320--4220 e2a<s.J .;,---Ot='TA/t; 37 ,( .37A -- - - ------ 19 -- " ',) ~I i ~ ~ " ~ ~ lij ' ~ ' ' ~ ~ ~ 25 t-D.-s-,G-NE_D_BY===~R~-=K=-==:r--CH_E_CK_E_D .-v---,-,w.,.._""s-. --,----.,.,SCA:-,-L,-,:E-----,------,F-,-ILE:-,N--:0-, ---I DATE BY DRAWNBY J.J.T. DAYE 6/87 AS SHOWN 606.26 DESCRIPTION REVISIONS ~ ' ~ ' -~ ~ -' ~ (6!)) -' II\ foo') -+ -~l--------'-----1 26 ~ CZ I I APP'D. DESIGNED CHECKED I DRAWN DATE "' Q 21 EX/577#$ G7R//'a/G ro REH#/;(/ c:::::: - ---- JAMBOREE ROAD SIGNING 8 STRIPING PACIFIC COAST HIGHWAY TO BACK BAY DRIVE CITY OF NEWPORT BEACH R-5526-S PUBLIC WORKS DEPARTMENT SHEET 12 OF I 6 • J 7 ~ 1> n -~ -n \ \ \ \ \ \ n C 1> U) --\ \ \ ( \ \ \ \ \ \ 12 ' 13 IRRIGATION NOTES STl?kfllfP CtU/CRcTc 14 JAMBOREE J!',!), T>1P • -'4" .3/4· /'" " JL I S77tt /4 -r .!3,t) l!fN.O Slh'Mfl!'P C,?.VCR6"T6" /!:3eGIN tAAI.OSCAP/Al,:1 ROAD ~_.,.,,. f/r' .S//Rb,eJ .¼!:AO ,Oc;nfl.o tEl:::i. \tU I" .5/4" '"i!> •• ¾' ,½,"' ~ .,,,. ¾,,• Ur ~-¾ IRRIGATION LEGEND 6 ·RAINBIRD 18D6 POP-UP SHRUB HEAD -NOZZLE B-15 SERIES (30 P.S.I.; .7-2.1 G.P.M.) l IRRIGATION SYSTEM IS STRICTLY DIAGRAMMATIC, THEREFORE CONTRACTOR MUST MAKE ADJUSTMENTS IN THE FIELD TO GUARANTEE 100% COVERAGE. 2 IRRIGATION SYSTEM TO CONFORM TO STATE AND LOCAL CODES. :ff' SCALE I I"= 40' IP! RAINBIRD 61000 E CONTROL VALVE {EXISTING VALVE TO BE RELOCATED AS SHOWN) 3 ALL CONDUIT SHALL BE SCH. 40 P.V.C. 4 IF EXISTING VALVES AND METER TO BE RELOCATED ARE DAMAGED THEY SHALL BE REPLACED AT CONTRACTORS EXPENSE .. 5 ALL ELECTRICAL CONNECTIONS SHALL CONFORM TO S.C.E. STANDARDS. 13 14 IRRIGATION PLAN • ✓ .JAMBOREE ROA 0 I ,-,_c,-c-cC·~::~<:iia :ii §g>;§ff;Jff:1.¥f;'fg(f5;}'fJ,ft:iiit;iiffj a FEBCO 729 DBL CHECK VALVE AND 2" WATER METER (EXISTING VALVE AND METER TO BE RELOCATED AS SHOWN) 1'/ 19 BACKBAY OR/VE c .Y/ST. Kli.O/A;I/ 7" .ee .ec"#,,//6:7 / tsee sr.eeer /<'.tAAlsJ Ret.()t'A'FE et/ST CONT.f:.'"1~ PAt.J'e 1/ -21 BACKBAY OR/VE I I I 0 cavc.eere //cAOee@ m /7,JJ:'() Be/SIA/ .oAA/OSCA?/AIC::: ~/~ .!·I cA/.0 G4Al,OS<:'A/"'✓N& ,,,-/4 1!5tld/N 67",P#/'4'7 tZJ</C,$!:/c 1 -✓--\ ~ :s:. I / -✓-\ I ✓---✓----·/ ~ ' I ~ I / ~ \ \ I LANDSCAPING LEGEND [ill]] I TRACHELOS FERMUM JASMINOIDES \ BB BALL AND BURLAP I \ ~ SYMBOL SIZE \ QUANTITY \ \ G 10' HIGH FROM F.S. TO CROWN \ H 12' ~IGH FROM F.S. TO CROWN \ I 16' HIGH FROM F.S. TO CROWN LINERS 12' O.C. 5YM (}TY Sic& I '7 88 :ff' SCALE I I"= 40' 2 11:Z ? LANDSCAPE PLAN ASL Consulting ·Engineers t/4,, t/ 4,. ~.i:.. 31452 WILLIAA E. BENNET'l' PLANT LIST 807"AAI IC At ,VAM.£ ' C"HH"l<I NAA-fe ;,'RAt'.IIYt'AR.PU$ l"',jRTUN4 Jll/,1/,0H/Lt .PAL# r',4.1°/IIOt cl"'t/5 I. r'/,f/,1.: t.AOY //11.0IA IIAWT//Oli?N PASADENA (818) 792"3096 SANTA ANA (714) 979-1761 PALM SPF11NGS (619) 320-4;20 I I APPROVEO &:Q.Jl£,. PUBLIC WORKS DIRECTO~ R.E.NO ('2M DA 6-'2...1--g- DESIGNED DRAWN I ,I I I JAMBOREE LANDSCAPING IRRIGATION 22 22 ROAD ,·1,., AND PLAN 1-------R-K--.-------W-B __ _,__ ---S-CA_L_E ----..----.,L-E-NO-,----DATE BY DESIGNED BY • • CFECKE< rv-~ DESCRIPTION APP'O. R-5526-S CITY OF NEWPORT BEACH DRAWN BY J.J.T. UATE 6/87 AS SHOWN 606. 26 REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 13 OF 16 I I :\ ' 1 ;,, __ " __ _J -6 .-D 71 G ~ ! -~,. ~, -z:: -,a ·.=<· ~ri:tv.:,;;;,,•~=:- ·'51~ ~ cu~--> :g~t:o~~ "" -~ =111mm:=: = ~ ~ oio• ~ E.LL--- r,e '2Cti-60 ti~<,• I.ONG--, LJ(;---6Cfi.eo fYG f-lJf'fU=. ~-rvc. T><T ~eLL t1"fl,Ll=X "t::,' 51 in=' E:l..c POP-UP SHRUB HEAD ,------, .. ~ fl!., GOHT-~ CONCRETE HEADER @ \JV T"INls-1 ~ F : C-:? 11/'IZ." "T\v1N Cl-iEO<:. t:CUe:1-J:' CH?!!:::.loC.. TO ~OL..1...1:Fl. . ' . ' . • _ ,;~-<."· i,._/·-.-~//"}-, (. I v~ etv1S-y l b~,,tf',fff~~~'l:f~PB!g~~~~~~'?ft~'1'8«~ .. c,~_•f'l=r-~ CONTROL VALVE (EXISTING TO BE RELOCATED) DOUBLE CHECK VALVE ( EXISTING TO BE RELOCATED) MEDIAN -----Me.o/A/,/ t.A#,OtJCAP/A/G (IC'tAA/1711/&J) r'£R S,t.1 r: 13 rVRA/16/.I 4./\/0 ~Ace /'?Ke . .PONO t.lA/e.e (/0 Mlt.G) LANDSCAPING ASL Consulting Engineers A. F 31452 PASADENA (213)/(816) 792·3096 SANTAANA (714) 979-1761 PALM SPRINGS (619) 32D-422D C4!.0 ..lt>IA/r * ~~,. T/-f/CK ST,4/1,f;oeo ~c.eere /0Av1Na 13:I/IS? //,_1/. .3: ~0% M/N. C'OMP.4Creo .Stle,.eAGti CtJt.0 JtJtNT ')f Co~o,e , TeX T?/A/?c; ANO PA rre.eA/ t:Jr S,AMPeO CO/I/C,€ETE Sll,Llt.t.. ,MA rc,41 ,He EXIST INC: MEDIAN .STAM.l°eO l""A rreeA.1 COA/C.e'e.7'£ ON ✓AMeo.eee ,E'OAO ,(,l,h &,,?c.,f',5',47)"' PR/M:. MEDIAN STAMPED PATTERN CONCRETE APPROVED PUBLIC WORKS DIRECTOR R.E. NO l28t>fl OAT ~-2..2. FES ~R f . . 31452 ~ ;,: 12-31-M • • * , -......:.i,:.;.-• 1\' JAMBOREE . ROAD LANDSCAPING AND IRRIGATION DETAILS 1-------=----r----..,.,.,-----,-----:-sc'"'A,..,,LE---~---FI_LE_N_Q_ .---,1 DATE BY DESCRIPTION APP'D. DESIGNED DESIGNED BY_~R=-K~--CHECKED BY_~W=·=B·~-l---'---'-----------~~--1-;;;;;=;;---t;:D;-;;;AT"'E---i DRAWN CITY OF NEWPORT BEACH R-5526-S SHEET 14 .. OF j(:, . DRAWN BY J.J.T. CATE 6/87 N. T. s. 606. 26 REVISIONS CHECKED PUBLIC WORKS DEPARTMENT i L C ~ OJ m ::J 0,-------..., ~ -.. i\ [-, ~l ;~ }.'; ;; ·;: ;) s t: s ~ . J; 0 :.; :i) :, <.. ..;; =~ "1 s :- S'. ~ -- 1d CONOVCTO..q st'"NEOV~£ Existing 1½"c. 4 --+:-4' I I Pul/ropa. ro Ccv,n--o//,v ·, r-;,-lcc.'3_' .i C,s.binaf @ /5.(;no' La5JOOI? Dr. (.lpprox. 650' E t-o E) I last-all /Z Pr. #/9 liu1:,Snid,i ~ialo'a<>' lnnzn:onn,zct- (j) ,t/(L/(3 CIRCUIT lb, k\ & £ ¢/ '3 '3 '3 6 ¢2 '3 . 0 'RE.0 Cab/,2,. ¢4-3 3 3 9 ¢5 3 3 ¢6 3 3 3 YELLOW ~ <;o8 3 3 6 0 ® G1<e.E.t.1 ~ R ¢2P 2 2 ;>4P ct 2 2 #14 ¢6P 2 2 ¢8P 2 ¢;? PPB ¢4 PPB I I ¢6 PP8 I I ¢8 PPB I ¢ii? l3P8 ¢4 8P8 I I ¢6 f3P8 I ¢88P8 PPl3 ,t l3P.8 Canvnon I I /llvm. Sr. Al«ma S/9n I I S,rura,:, .3 3 7VT4L c4 31 L.v;n/na.i ra.<G 2 2 #;o S/gnal 4 .5,9n <2mman I I TOTAL 3 3 LOOP ¢/ I ¢2 OET. ¢4 2 2 C4BL.c ¢5 ¢6 2 ¢#113 r:!8 TOTAL 2 5 le/¼irtF/9 /4/'ercann.zcf Cx.6k * -I Conc/uil' Siz<Z 2" 3" * '"' T'Y\11'::>TEO ~ $HIEL'OE:O e,-p-e, =-"elC.YCLS ?'L½:>H -e,eJ"TTON 2 4 2 4 I 2 I 2 I I I I I I I I 3 I 2 3 6 16 63 2 2 I 2 3 4- I c 2 2 I I 2 3 3 // -I c" 8-"3" io iii BACK BAY I, ,, Exist-ing !Ye c. ,: Pu/lro,oa -lnsf.;,// I .Ot:C 9 ln~cO/Jnacf Cabla. / / _____ ®/ ... . ,, .. --------~ -----------------------:--~----------------------yl'{ ------>~-------------------- ~ c-#0 ,., 0 , .. Qi,., -------~~~~=-=~--~5-~_ - -+-------'----------"------~i __ __:,,.__ ¢4-4+--.,,o- NOTES T/.IIS SJl££T: I. TR4FF/C S-/6N4l AND #/6#tu.4Y L/G#T/NG CONSTRUCT/ON S#4LL a?N;::vRM TO ST,4TE Or CAL/rORA//,4 SJ'»A/,0,4R,O SPEC/F/C4T/OA/S AA/,0 S7:4N.0.4RO PUN.S (D4TEO JULY ~).4N.O T#E SPcC/.4L .P.ROV/S/011/S. 99 C, COA/OOCTOR SC#c.OOL€ /S ,FURN/S#E.O AS 411/ /NS7:4LL.4T/OA/ GO/.OEL/Nc ONLY. /T S#ALL EE TJIE CONTRACTORS RESPONS/,8/L/TY TO PROV/.OE T.-1/€ CORRECT CON,OUCTO..R.S ~U/Re.O FOR T#E /A/TEA/OED OPERAT/ON. 3. ONLESS S#Ott/N OT#ERtU/SE, /NOOCT/VE LOOPS S#4LL .8E T}'P§ E'tu/T,t:/ /0' SPAC/NG /N T#E .0/ReCT/ON OF TR4VEL . NECESS4RY STR/P/NG S/l'ALL BE LOCATED PRIOR 7V J't75/T/OIV/NG DETECTORS. (SEE S/./EET ...2_ OF /3) 4. .4LL COA/OU/ T S,t:/.4t,L cJE 2,, c:1/Nt.ESS S#OtuN OT,t:/ERLL//5E. 5 . .4LL PULL.80XES S,t:✓ALt. 8.E #5 UNLeSS SH'OtUN OT#£RtU/S€. 6. PE,OESTR/AN /A/0/CAT/OIVS SX/4LL ,8,E TYPE ,...C.(S.Ec SPEC/4L P~V/S/ONS). 7. CONTRACTOR S/./4LL. EXERC/5€ EXTREME .C4RE TO 41/0/0 l24MAG/NG EX/.577NG t/77L/T/E:5. 8. l/NGROUNOEO S'/6NAL L/G/./T a?NOUCTORS S/./4LL NOT .BE SPL/CEO. 9. ALL VE.1.//CLE /NO/CAT/ONS S"/./.4LL BE /2" UNLESS S.1./0tUN OT#ERto/SE'. /Q /NST.4LL Ft/LL Y tU/REO 8 PA/ASE {TO OPERATE. 6 Ph'ASE) MULT/SON/CS 8c0 SYSTEM CONTA=l::/LLeR .45St:M8LY COMPLETE ti/IT# DETECT/ON .4S S#OtUN, /NTEGR4L COORO/N4T/ON TElEMeTRY, AIVO OT#ER M/SCELL4NEOUS At/X/LIARY eOl//PMEIVT /N TYPE "P" CAB/NET, IU/T,t:/ MOO/F/EO TYPE% SERVICE. (SEE SPEC/AL PROV/S/ONS 4N.O .OETA/L Nos. 2 ~ .3 , S/./EET ..&_ Or 16 ) . CALT~Af\J':> -TRAFFIC !;,U'eMITTEO 'BY A'f>P'RDVAL 'RECOMMENOE.'D 'BY OATE {ll I I I I I -· I .i. 11 11 I I I 11 II II ' 11 1rrt I I p 8"w ¢8 10' 22' I l'1.' : I l I "' i c-~6 I I l ~ I l VA."'-I l'1.' I 5b' 14' '71. I I 1o' " I 14' I 12· I I -..... ' I ~ I ---. I 0 I I ' . I ' • \ I 0 j I . ' \ 0 I I 1_ - ¢2 --4 n· 'Zo' 1 "' e· ,, 11 • 11 I 'I I ' I I : I : I I \ I I I I ' I ' I • 11 : ! • 1 I i ' i I ' •·:, I I I . ' ' ' I I R Ex1sf. /Y;;:"C, ( l·DlC I I I '(/,/ I r-1 ! llE ! IL 1 ~ I l-' ·' ' .. ' ' ' I ' ' J I /:J I I -r./1 I I ~ (. \ I _I I I I I I ! I i I I ! : I I I : I I \ I ,, ' E'Dl'?0"'1 Co. ~ERVlc::..e. 'f01NT {,,."I ~// POL.£' SC/.1£0UL.E POLC: DATA SIGNAL k.RS: V. LUM. S/GNAL MO,YNT/NG PED Pt:l$! BUT7l:JI.,' ~ R::>LE L~17a-t. TYPE :.t" SIGN No TYPE L.ENG7'r MA MA tL/4T75 Ve# MA PEO P/l,,4SIE A::?LE (?l):40 E ,8 C N (00t:l.8L.E filCE) 0 , c ..... • Nj(Lf t'o' i?.-5 Jam.6ar<2e .... c6·4-•7o 30 4-0' 15 3/0 SV-/-T M,</$ SP-/-C5 -- 0 14 10' ---TV·/ -SP·l-0 c 1/ 4 N/t/./ I N/E -/8' 25 --@ • 30' 50'♦ /5' 310 SV·/·T c-M,45 SP-l·CS 4 N/E 10' 2,s' Ba.c-': &y 26·4·70 -- @ /0' SP-l·CS 4/6 N/E/ S/c 13' C.'? , 1,4 ---TV-2-T ----@) 17·;?·70 .30' 20' 15 , 3/0 SV·l·T M45 SP-/-C3 6 S/E 13, -c.5 -,.,hm6o;-,2,2 ® /,4 10' - - - TV·/ -SP-I-CS 61/ e S/E /s/tU -18' 25' -- G) • 30' 55•& ;5· 3/0 SV-1-T ;?-MAS SP·l-0 6 S/a, 7' c.-i &ci &.y El',·4·70 - - ® /,4 /0' ---TV·,?-T -SP·l·CS aj"2 S/a, /N/tU -/' 25' -- ■ ,;pec1AL 1:>E.SIG.N 'POLE. , MASTARM, < FOUNOATION (se.e. S'PESCIAl. PROVISIONS) ii(-,;ee, 'DESTAIL "'4, SHEET ~ OF ....@_ A "F• 1)1?TAt-JCE ;:; IS' ♦ 1'F" Ol~TAlJC.E = IB' • pe.o. 'PU'='M SUTTON WITM S'PECIAL "elCYCLE. 516.N ANO TIM1NC= CIRC.UIT"'RY (see ~PE.CIA.L. "PROVl';:IIOt-.1':>) PHASE -FVNCT/ON -SEt;JUEA/Ce 0/AG,t,?AM \_ tl t _______ ....,. YEA//CL.E <#' PEOESTR/AN ~ I ! /WOVE/WEIVT5 PER FUIVCT/0,V ' I I + ' ~---...... IVi=MA P/,/.45§ OES/6/\/AT/ON 5 I 2 6 4-8 FONCT/ON TYPE s s .OP DP SP SP Ca:?R.0/N.4TE0 rb'NCT/ON Aclua.kd Acfva.frzd Sy17,c,o/,,,se ..;,n.c Phas,z Act'oaf<Zd ,4crvantd r I /+6 I I 1+5 I 2-r6 1 : 4+8 I /uC, ::!rOl.C l 1 crs: I (, # 31/'2 SEQUENCc: W/TJI C4LLS ON 4LL P/./4SES . il DETAIL I I. l ~ . ~1 0 ' .. I :; (I : " i .0 c-¢2 ' , ; ;~-·. -· 1' I I 4.I ~ I I i '-I l 6 10' 14' I 12· I ,:,' o,' 1-~2 t,'c>' • 2'I I ' ' ' I ' ~ I ;so ; 51 ill g ·o ~ 2' ~ I I I Ll B' . ' I I • I • . I I I ! l'2' CD l~'c, l·OLC /;/;:," C, Pvllrope. R 11 SENSOR SCJIEOUL.£ SeNSOR b'N/T CR'ANNeL LJeTECTOR I ... /-¢2 #; 2 • /·¢2 3 2-¢2 4 /·¢5 I • /·¢6 #2 2 • /-¢6 3 2·¢6 4 /·¢1 I /-¢4 #3 2 c-¢4 3 Fufura. 4 Fufur<2. I /·¢8 #4 2 2-¢8 3 .:3-¢8 4 ,A,tura. ■S(2/Jsor L/ni~ cui/l he Ra.ck Mou/Jr a.,,/r'h mft2gral Timing Capa6//ily p,v-C/Jann12./ (a.//h'o/d, 0-5 Ste. min., C,,// .z:lu,9', 0·30Szc.m;n.) Sp(l.cia/ Da.t-ecfor qoera:t-ion Sm/I ,6(l a~ M,f<td, • Syskm .S..mp!,n9 -Alo Oufpvt' ;b P/2-ase & G/1 h'o/d ~~EPARED UNDER THE SUPERVISION OF ~4 I,(, 'fl:-,<~•-DATE ,Y-, 5,,, ~I, ( E?.X'P \ HILBERT WILLIAM DICKSON R.c.1. No.~ 'l·=·M/ /.U Utilities shown on the plan are based on available records Contractor shall take extreme care 1n avoiding damage to existing utilities. C'?ntrac~or shall cont_act Utility Agencies to determine exact location prior to excavation. TRAFFIC ENGINEERING ~ t-jerman CONSULTANTS I!} kimmel and Associates, Inc. 3300 IRI/INE AVENUE, SUITE 180, NEWPORT BEACH. CA 92660 [714) 852-8616 M-102. I, fnst-all t'jl3A-C'AIAVq'G APJ/. ~,:"77t?,1( Pi!i!,M APPROVED ;f,'z C,,{Pl/llrapa. • tJ>/n' A-1/. /•7'VP6"''e'LOCJP ro 9·rYP£" ):l"LC)OP Tl\~ [[Ir Sll'.ll AL ~l Au (Furora.,lnkrcann=t-) ½ ,ep, TYPe-'G'C.6'),P'.$/,<r,.,>"/'a ,O,t tA/. /..,{ I Kf\f r l, UI\IA r 1\1 TO Ex1sf1i?q #b 't' I ,o , :!i_«.i\tU,£:fl _ ~#',- PU/lbox /10'.}ac<,n"/' fo~' 0 .:.+---+~~-~---1 11'AFFIC E-INeER JAM~OR[[· ~~A~ @ ~ACK ~~~ ~~~~ T(fpa 170 Cont-roll,zr R,E, NO '2'204'$ Cabhat' (!' Pacif'ti:: OAT J<me 22 /9/3 coast //WI/· L_J _ _J ____________ -J--+.;;;~~=~~~==1------::--------,:::--:-:--:----::--j ( /lpprox //75' g ro E) DESIGNED DRAWN n .,, DATE av OEscR1PT10N APP'o. +IW=i CITY OF NEWPORT BEACH ... -s~z6 -e REVISIONS CHECKED DATE , -+l..i>D, \\-86 PUBLIC WORKS DEPARTMENT SHEET 1::, OF 10 .I ' f I· r i \ ' / J / ----------------------------------------------------------------•-------------------------J-----------------------------r-----------•-- DETAIL -#1 - MESSAGE. S,i'>9k ~. [ □ SU ~, li!D~40V ---:;;===_ =:;-,----E=3===t-\? ;!_~t 3 ~rtZ Sarv,etz. ~7 i ~ Usa 0./4, ,-,,-Z40 V 1/M VM M Jt?fqrsacn,;,n "19hf1"t1? ' IS .eu,u1rttcl o, I M&in r---;a:;,A li!O V.-:Z"/,..,.,_ S,j,flS--v -IZO v.-s,9~ I IZO v-znta..rs:u:t,.on~ 7 1 L,9hf,n9 ---o o-~ SERVICE ll/1Rlll3 IJIAG.f:?AM -i AI.E.H,4. ly/x 312 DETAIL -#3 --Mlzfrzr .s-ochr es nz(1U/✓Tu ( o/ V ;/-,'ll "17. --- .--..., -( c:::-Ufilif¥ ks-/&ck C_ 0-"' / L,.-----"_ , ----.,,,, [ ,_____,· ~ LS Srvvlca D,:ic:o.,ned-?~ --...._➔ fl:.,./ '---. ~ a ~ , . .. 5 Sh,zrzr Aluminum Allo!,I >,-, I 11 11 rznchsur4?, ,1 : : : : /emf TD mdc.r/ ( : : 1, I 1 ~ CBLune.f-izxkrl'Dr -------1 '• '• • •1 --- ------------- DETAIL +5 0 0 _Q - T'lp)Cdl ..Tnsfdlhfion Dz.rd.ii of' ."y:ncldl DoublrL lac<Z Li9hf~19hf J/luminafad S-fraaf J./ama S19n. FROllTVIEtl/ T,zla.phona Co. Stu-vic,z .&:,-( J</htzn e.illrzd ro-' ) S,za d:r.lv-miniui bv :».rYi119 c:1/hkrg. P8inf fo malr:::h cebinef rzxkrior. < •• ' :, =. = = .--:, 1: / .. C TU~a. ,, ,-. ~ --- ----tr.~;-:] I: : I Slzrv/C(Z, 11 ----All caidui-1.s p& rd ,b nuv-or / o:,nfrolkr cabirru load boy. = ILLUMINATED STREE I NAME SIGN MAST ARM ' Cammon ~;,-c.,_ 0nx,"O' kbY ' " • I I I f J • I • .. ' " CONTROLLER CABINET & MODIFIED TYPE ll l34CK'VIEU/ SERVICE .. • l • • • • 1 ..... • • LJ§HTWEl,GHT1 PQLE MOUNTED 1LLuM1NA ifu ·sTREET ----NAME s1GN 1-------------------------------...... -----------..... ---~------------------------------------,r-------....ii----------------------------------------- /5am,o DETAIL #2 . Dyplax Ouflaf .---------------------,(Alo G.F.L) --~-----------------------+. t:.a.b,n,zf Lt9h1' ,.._ • • • • • ••I Gnd &.,s •••••••I l5amp -----------------+£1.!nzcror .t:bt.uar ,-- ' I I I I I ------◄• S>'Dp_7Tn7iZ, ~ Avfo ~;,.:;-.ri.=-~-~,J-,----:.~.[):--; Li9hf '"T • -• ..-1,s1,: ~A:lc/Cc R4N'c:L. l. ·-- --- - -·--· -• - - - - - - - - - -J • Sfqo 7in:iz I -------------:.s4 f.'a/.rv ---1------.:------------~~h ~ -,......_.::!:;----------+,4.c. -1-Ligh~ MC 60.4 ..... .,.... ... A-11'11. ___ , TYPE 90 CONTROLI E~ CABINET WIRING DETAIL #4 ,,~-:I: t'< ~ 8 I_..,! ~ IJ '1 C,mt'.,-,11;1 o-Y I NI -Mfza7M /,s:-,'6-,,d To .,.M,v--S,9-7 Ll'phr &/lo'sl'::r HSnt!9a'. $acor,da,-y fr;, fl,,.,,,-. ,t_..,,.p t Jill ' r t,.,--&l/a5f DETAIL +6 _._588/lesf n ILLUMINATED MAST ARM SIGN WIRING DIAGRAM POLE LOCATION CODE ( EXACT LOCATION BY ENGINEER N TI£ FE D ) NOTE : DETAILS CALLED APPLICABLE ONLY WHEN FOR ON SIGNAL -PLAN ~?HD UNDIII IHI liUPEIIYIIIION Of - '!:MM.~ DATE ¥·3•-U MwtM-~-1,...__ • ( EXP ) '+ HILHIIT WILUAM DICKION 11.C.I. N•. ~ <)-00•0') 1-----st----t-----------+---t TRAl'FIC '™"''N""'R 11U!. NO: --C2'204S DATE -J,_,,,,,_ Zz, /987 TRAFFIC ENGINEERING lfi'\ t-terman CONSULTANTS \.51 kimmel and Associates, Inc. SPECIAL DETAIL SHEET JAM~O~f [ ~OA~ e tAtK &hY ~Ohb WWWIIOif AWi). IIE I I 11!0 DII.\WN G-.QJ ~ (';,_ CITY OF R-S!:l'Zb-io DOC tfllVINE AVENUE. SUtTE 111(). NEWPOl'IT aEACH. CA I~ {7'14J 65'2.•Qlolb BS-10'2 REVISIONS NEWPORT BEACH _,. 10 OF 10 ,_;.. •c " L '-'' ~ --- '-' f ~i: ' --< ' ' \ ' ) / I I _, C ;J ~':;~-~ ~ ~ r. ~ 6 ";) .:t >~--- I I I L 0 I I l l ! I I ' . I ------------------------------------------'---------------------- \ \ \ \ I ' \ ' ~ ~ ~ • 'II :"< ¼.i ~ ~ ~ .,, ~ l ~ 'i 1,, ~ ~ ' I>:) ' I<) ~ ~ ~ ---Ill.;; ::::..., -~ ~ fu ~ l-= ~ "' -~ ~ ~ " ~ ~ ~ ~ \'. ~ ~ ~ .t!) ,. IA/#/TE' ~/50"~ ~ ~ I,; ~ }.: ~ ~ 'i ~ ... --: ~ ~ ' '<J 'Ii ~ ~ ~ ~ ~ '\ ➔~/$ ~ "' ~ ~ ~ ~ . .3::.. ------·--·------------------------------------------------------------------,--.. .,~, --,_ I r I I I / ,-. --,, GENERAL TRAPP!C CONTl?oL NOTES /. RE/v10Ve:; All CONFLICT!Ncj :5TR!f'ING RE.'MAIN!Ner /"ROM r'filicVIOU:5 CON-STRU;;TION Pf-/A-5~ .,dA/0 c";l'/5,: C.?Al',,,-L'./dTIN',$ SrRl/'/,</6, 2, All 7/i'Af"PIC C0/'17/i'OL. .!!//,ALL co/Jf'O.RM To ft/?r;;'UIIIE:/vfE!VT::5 ~ET r<?RT// IN 7/le 6PeC-/Al. ,F'l,OV/6/0~, TO CALT/'i'AN:1>' E'HCROAC/-IMl:fNT ?E'li'/vllf, AND CITY fil?t:?UllfEMeNTS. 3. 46'" TRA/r/C Ca~L'./#c,;17.eJ,'c-5 r.:, SE 4-V /7,t'.,d,16' C,V.:!!""1' ,!',;' #L?t/A."-s l'f4'5T BC ~pc,xy,=.O r,:, ?";f'c P.JV,:#C,,<,7 ' . APPROVED ,-. ;::, 1· w /,!)l)C, ~ I > -0::: \0 "'-, / ----- fES&10, -,~RO ,9.,. • <;~ ..l I Y,,,¥1 " ;; ~ ,1·( t./JfaM'.~, ~' ~ z rio 31452 ~-~ ' F"' 12-31-118 - C'/ij\\. F Cfl\.\'i . . . . A.SL Consulting Eng'ineers PASADL:MA (818) 792-3096 SMJTA ANA (714) 979•1761 J fii-Wm. ~-1,.,. T AMBOREE R1)AD RAFF;G DETOUR Plt N PHASE l . /4t/~~ A. IE 31452 ". . . lvfLLIA E. BENNETT . . . . i DESIGNED BY G.B.A. CHECKED BY W.B. SCALE ORAWNBV J.O'C. DATE 12/30/85. i I " ~ 40' -· P/\LM SPRINGS (619) 320-4220 . FILE NO. DATE BY 0£SCRIPTION APP'D, 606.26 REVISIONS . TRAFFIC it~iEE1!,, 20.:lli_ OAT" Ju/le :2.:2 1987 DESIGNED DRAWN CHEr:KED DATE . CllY OF PUlll.lC - NEW~ORT B~ACH WORKS DEPARTMENT R-5526-S Sll[ET TC I orTC'1 1 I I ,. I r I I' I i i L ,P,4/1,/7' ~ C 4r 7,'f' AC r" REMtJ//6' c-<'. "c;1r 7:1'? Ac,,.. .. - I c1e-r \ ""' ,:,:3 I -l @I I • I J ,.,.._,,/S o,e cc::, /I --------v/ - REMt:'V~ SKIP '5,R/PC rRtJM PR6'V/t76'S FM:s~ - JAMBOREE ROAD ..,ePcrA.£ e ('S-5tJ'.:!) - - --,4'.' W#/TE E/?6e i!'./N6' ("/,,: t,':!.) F/t.t. R7 w > I~ \ "--- JAMBOREE ...__ __ -------- ___. ·--. -· --- ROAD - -------------- -2:?' ... ----------- ..__ < < < < < < < < < ----------• ----------------------~ Cl<? REM d ?"c .:!:,l.'/5 T. SKIP STR/,"c ASL Consulting. Engineers DESIGNED BY-. G. B. A. DRAWN BY-'-... ,L.O'C. CHEr;KEO BY ____ _ o,rE 12/30/85 SCALE 111 = 4b' PASADENA {213)/(818) 792'~-3096 SANT~ ANA (714} 979.•1761 PALM SPRINGS (619) 3W-4220 . . FILE NO. DATE BY DESCRIPTION . 606.26 REVISIONS -------- APPROVED DESIGNED CHECKED 1~ > -0:: 0 \ "'----- ----------- DRAWN DATE JAMBOREE ROAD TRAFFIC DETOUR PLAN PHASE n, n-A CITY OF NEWPORT BEACH ::l-5 5 2 6-.s PUBLIC WORKS DEPARTMENT SHEETTC2 OFTC4 i I I I .. " E:' 0 (\ ,,, ' !:; i / . z .. i~I~-------' j.; ::._, ~ ,~ ~; (·) j \ ) \ • \ \ \ \ • \ \ \ .J \ \ \ • \ \ ' • \ \ \ \ • -------- "' \ ) \ . J \ . • • rz,;;o't.) -- JAMBOREE ROAD ----------------------,-,,_------------+-·--------.. \':-:i ~ - - ~ • • __!----------------------= • • ------------(_ -.!I R/7_--.-:::--=_ _________________ -=--=-____ ------ PASADENA (818) 792·3096 - 4 8 ";,/#/TE {d() ') 4-" WHITE ('5,y) APPROVED RI JOLS ASL Consulting Engineers -~t/L,.;d/ SANTA ANA F14) 979-1761 PALM SPRJNGS (618) 320-_4220 ~17-~ 1----1--+-------------t-----l TRAFFIC dl<llN EE~ n 4 .. ~ . R.E. NO z~o ·=> WILIAME. BENNETT R. F 31452 DESIGNED"' G. 8.A. DRAWNB/ J.o'c. CHECKED BY ____ _ DATE 12/30/85 SCALE. I" = 401 FILE NO .606.26 DATE DAT Jun<!C 22. ('}/;. BY DESCRIPTION APP'D. DESIGNED DRAWN REVISIONS CHECKED DATE JAMBOREE ROAD TRAFFIC DETOUR PLAN PHASE m CITY OF NEWPORT BEACH R-5526-S PUBLIC WORKS DEPARTMENT SHEETTC 3 OFTC 4 I I l. ~~---,-·-.-:. \ • \ \ \ • \ \_. r?\ \ (-itWP ..-..,,., tJ()o,<f \ ,·\ \ . \ \ \ \ • "t;:, ~"'"' • ,-~ \ t >:: -\ "'"' -► ~ \ .,.,, \ t$0 • \ \>- \ • \ • • \ \ ,., • \ 1\ ,, ' ' ' ' '.i ' \ i1 /: __ ---- Q ~ - et/J; .,,,. 19 of "' t et3 y I I l I I J I / ' ~ ' ~ -- C c7 UC c A -'-,,------------------------------------- ROAD I~ ,~ \ JAMBOREE ROAD =----Rc#tJ//c: ------- ---- ◄~17 -- _,-'i'8" OEC./.N';;;Tc;;p';;" AT 40' c-'s""cc ,v;;:;;: 3','5/ff. rt:-/ - ~l)E1All-8 (8,:,,,'.t) - -- ------____________________ ) c_ ------------------------------------------------------ < ------------------------- ASL Consultin•g Engineers _/4¼ t/ 4~-, A. E 31452 WILLIAM E. BENNETT DESIGNED BY G. 8,A, I DRAWN BY J. OC. CHECKEt"i RY ___ _ DATE 12/ 30/ 85 SCAtl:: I"= 40° PASADENA (213)/(818) 792-3096 SANTA ANA {714) 979-1761 PALM SPRINGS ,(619) 320-4220 FILE NO. 606.26 < < < < < < ---------- f\!'PROVFD ' DAT DATE BY DESCRIPTION APP'O. DESIGNED REVISIONS CHECKED DRAWN DATE I lw > a:: C \ "" '\ ------ (------- )I( ,f (!/8 d/f' (',?!I ,,:c==~=====--8tJO' JAMBOREE ROAD TRAFFIC DETOUR PLAN PHASE JJZ: CITY OF NEWPORT BEACH R-5526-S PUBLIC WORKS DEPARTMENT SHEETTC4 oFTC4 1 , , ' ! 2 :: 2 ) / 7 OJ