Loading...
HomeMy WebLinkAboutR_5454_SLEGEND -0- 0 -•-x- 0 65-~ I I I',:., :c_:::·.,:: ,_::,;-I ts®,,~ ---s- ---w- ---r;- ---/i- ---r-- ----TY- -··- I 1+00.00 I ( /+00.00) m ;;; Cl"TY OF POWER POL£ MANHOLE FIRE HYDRANT METER BOX VALVE (WATER) POWER POL£ ANCIIOR MONUMENT FENCi= BLOCK WALL TR££ SJ/RUBBERY CONST. ASPHALT PAV£McNT CONCRETE SAWCUT ¢ REMOVE EXIST. A.C. EXISTING CONSTRUCT/ON NEW CONSTRUCT/ON CENTERLINE SEWER LINE WATER LINE GAS LINE POWER LINE TELEPHONE LINE CABLEVISION LINE R/W LINE STReET Ll{;llT OVERLAY VARIABLE' THICKNESS A. C. SEWER STATIONING STORM ORAIN STA TIONINC £DC£ OF EXIST. A.C. PAVEMENT SOUTHERN CALIFORNIA EOISON CO. 0/3'.E <o>HEET '!>O '[ 'of A FOR DETAILS 1-JEWR?~ l!:>EACI-\ IOG, -L.. ~-L.. '?I0-L I07-L.. ~-L.. 1::7\l-l- l(o\ -L-~o~-L 70I-L 1eo-1-~10-1- ' C...b.L ~0. 0. C-. f:.. M.A... 1e1-L -:>l"l.-t- \ l?,'2,-l.. '?I'? -\... ll?i'?-L.. ~Ia,-L.,. 1.oO-I-401--\... 'l-01 -L.. i:,oO-l..-1.~-\..-r:,01-L -u,4--L r:,o~ -L l.A.C.F.C.D 2-04340(SEE SHT. 30 FOR DETAIL) ISON JAMBOREE ROAD TO ... I .. , MACARTHUR FORD ROAD TO ± 600' FORD AVE UE . MACARTHUR BOULEVARD BOULEVARD NORTH OF BISON A VENUE ROAD JAMBOREE ROAD TO MACARTHUR BOULEVARDI ROAD FORD ROAD TO± 700' NORTH OF BiSON AVENUE EMERGENCY TELEPHONE NUMBERS AS BUILT BENCH MARK o.c.s.·No. 3N-42-70 LEVELED ANO ADJUSTED 1970; ELEV.=129.358 O.C.S. ALUMIIWM CAP MONUMENT IN THE NORTHIIEST PART OF THE INTERSECTION OF JAMBOREE ROAD ANO FORD ROAD: 66.5 FEET WEST OF THE CENTER OF THE MEDIAN OF JAMBOREE, ABOUT 155 FEET NORTHEAST DF THE PROLONGATION OF THE NORTHEAST CURB OF EASTBLUFF DRIVE, SET 1N THE TOP OF THE SOUTHEAST END, IN THE ANGLE POINT FORMED BY THE EDGE DF THE CONCRETE CATCH BASIN AND THE CURB OF A 4 BY 13 F00T CONCRETE CATCH BASIN, LEVEL WITH THE CURB. AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER, WATER) IRVINE RANCH WATER DISTRICT (SEWER) COUNTY SANITATION DISTRICTS COMMUNITY CABLEVISION NOTICE TO CONTRACTOR NUMBER 1-80D-422-4133 835-3833 1-8D0-422-4133 640-2221 833-1223 962-2411 EXT. 243 644-4471 BASIS OF BEARINGS . CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE CENTERLINE OF JAMBOREE ROAD BEING N24°34'30"E PER R.S. 64/8-23, RECORDS OF ORANGE COUNTY, CALIFORNIA. 8/77 OIETERICH,POST 2111B .003 FILM • FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY DF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL 'OR ALLEGED, IN CONNECTION WITH !THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR T~E ENGINEER. NAME UNDERGROUND SERVICE ALERT CHET WRIGHT UNDERGROUND SERVICE ALERT PAUL MALKEMUS ROBERT MC GREW JIM ELLIS DICK WOOD UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRtJCTURl!S AEFORTE:0 IJY THE OWNE'f OR OTHERS "ND THOSE, SHOWN ON THE RECORDS £XA.M!N£0 AR£ INDICATED WITH THEIR #,l"PROXIMA.TE LOCATION ANO EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCW:EOJNG WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY ANO TO HOLD UNpEA• SIGNED HARMLESS FOR ANY DAMAGES RESULTING i:-ROM THE EXISTENCE OF UNOl!'.RGR(JUNO UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUB~.IC RECORDS EXAMINED: 1..0CATEO AT VARIAN<:£ WITH THAT REPORTED OR SHOWN O"'I Rt.CORDS EXAMINED THE CONTRACTOR IS REQUIRED TO TAkE DUE PREC:AUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURE$ FOUND AT THE SITE. IT SHALL SE THE CONTRA.CTOR'B RESPONSIBILITY TO NOTIFY THE OWNER$ 01" THE UTILITIES OR STRUCTURES CONCERNED 81!:FORE STARTING WORK. GJ?rfaerl 'BeiI/,,'W'illiam'Prbst ® cf}lssociates PROFESSIONAL ENVIRONMENTAL ENGINE:.ERS ~ !-'LANNERS • p O aox 2590 • 1401 QUAIL STREET NEWPS!Pl 8€ AC .... C ,LIFORNIA 9l.6C.< 1714) 833-0070 J._ iPLANJ,, PRE~ARED UNDER 'THE SUPERVISION OF ., __ A , &'/ 6 • 2.5-BO NEIL 0. MOllliSON R.C.E. 28545 DATE INDEX MAP ~-TC.:O. 3-IC·8I .5JJ.M. REV SEWER SLOPE DATE BY DESCRIPTION Rl;VISIONS • I PROJECT UrMnllil@ / ~ ~@~fit z lttil@~® /5 "-J t/ ~t,C ARTH/1.(' Big Canyon Reservoir VICINITY MAP N.T.S. APP'D. APPROVED / UBLIC WORKS DIRECTOR' R.E. NO (2-@,i -'UJ-ff( DAT~~~~~------1 DESIGNED l<'.W\Z. DRAWN ~\-11'. DATE CP-1.0-W BISON AVENUE MACARTJ.IUR 80l/LEVARD FORO ROAD JAMBOREE ROAD CITY OF NEWPORT BEACH R-5 4 5 4-S PUBLIC WORKS DEPARTMENT SHEET I OF 31 ~-?3 7.. JN, 20537 'i-. .,., < AE<~~Jur?._."lr,.\ie. f"-:::1,~,<.-, ---; 1"'~-:~ • '''H''?,"'$~. , I I 'I ! ,; i I ., ,, ~ ~ ~ "'\ -""". ... 'S CA "' ,: ~ [ti A) 11) 'I --U) ~ ~ llJ U1 ' (n ~ ~ I ~ V) n--------------------------===--=------------------------::_.:-----..,,,-----=-------------------------------------------------------------------------a ~ C.ONST~UCTION NO I E'=' AND QUANT\-,-Y EST\MA;\ E: : I CONSTRIJCT A.C. W/SeAL COAT OVE!:R A.B. W/.S.C. ·250 PRIME COAT PE!:R TABLE <:,Hf3£'5T µ, !'!> (1 (4 c; 7 (8 C:,A._vJW, Al-lo REMOVE EXISTING PAVEMENT PER DETAIL ON SHEET Ne 3 ") II (11 CO\.U':,"TR\Jc-T /l.: I '='l.ol'e' • l"e'R P• .A. \.l 11-,-.,.,.:.'~"'1-=""'""" llef' COMt.Aeizc.14-=JeUJA'f APPFOU" -,Yf't; ':[." f"f.D c\.V Of I.J!!uJIVR'\" e.;~rJ.l =-/61-l. (14-C-"~\Jcr 8' />...C. ~!!cl.A 1151'1. 0. C.lf.M.A. STD. Pl.AN NS Z.01 ,v. ],;,J U'IJ~vcr 4•n11c.:. f'AT1>'~1.l ~MR'iO C:OIJCRe'."fEi ~ve,.,-'2.'>< a.' i:lel?lllooo \-leA..0611!. ""12-f'\...b-lJ 1'\,rorec., l>-1 l'I.Ac.e" ,., (Ir, lteMOok 6><1""111-lG l'!C::..C::.. G\Jlte, .M-lt>/0!< W l'l ('10 l<l;\,,X.A"Tl'i EXIST. TRAFFIC S/&N /INDER DIIIECT/ON OF CITY TRAFFIC t:NGINEeR 'll CO>JP.;rfF<LIC.T 0TRtle-[" LIC.!<T !"el'( "'1F<e61"' LIC.\-1TI\JC, PLA.>J. 14f:l """"fl 'l r,,11, 4. 11';10 qr,o <!:>71 1.?,,71,0 1!,0.4-a:::> IW 7,741 w~ ?.174' 4,395 4?.,'Z 40 '1..7 q,¼ l~.<71- ~-171,. ,100 111. 4a:1 ~,Z.'!,f,, 740 ¾O 1., I I:;, ;!oqt,1,7 £--7-1. ,e, tc:::i (o II 1.IG,U) 1.1 (109 eso 308.78/ "if• .. ,~1 LI'- !:1.285 ~f- I. 7'?7. ~ r,,-u:,, kl'- 82,643 ~- ..,_ 1441 P.?f I"?> t:l'eO LI'- I I "'!,(,, "1f. I ,"Z-7"".:> ~f- <:, £:A 6 601 .Lf. {'!J=:f-'CO\,l=:""'<;;11,,.it\Jcr=:,..:,'i>e,,>llu::~"'Vfi"--/._,,i?c,:llJ1,=..-""''•0c.,:\J,,U="'iico\Ju.'T'_!!l!:°""'>,:--"C.::.i\..cT'<.!.,-"Of':!.....!ll,ollc:~==-'~==...:":1ID"--"· <...-_-___,,IO;c:a."'--'---"L"-.--------f------+---::---::-::,f------+--_-_-_-_-_+---:-:c=l::-::i l<-1. REMOV{; C:XIST. P.C.C. ORIVC:WAY APPROACH. 'bra:' r,,,.,.o 'laf. (Z4 CONSTRUCT P. CC. CURB ( CUTTER rYPf; AZ -8 PER "CAL· TRANS" STD. PLAN N~ NB-A ,I OVER ti"A.8. '2.140 '2. 140 "710 ~ CONSTRUCr P.C.C. CURB TYPE -41-(p PER"CIU • TRI/NS" STO. PLAN N~ N8-A./ OVER r;•A.8 '?1 ~ JOIN EXISrlNG ,,,., REMOVE EXIST ACC. CURB ONLY ~ REMOVE EXIST. A. C. BERM r= =1-./LoTRUCf P.c.c. CUR5.TYPG £!,-:!, PeR. CAl.TRA/..J"':, €,Tq PLA.1-J f..12 /..18-A./ 11£/J CONSTRUCT P.C c. CURB PER CITY OF NE!:WPORT BEACH sro. -/811 ·l. {7¥/"c "D") I.I/, IU,MOVE EXIST, BARRICADE!: ""'' C()NSTRUCT 4' A.C. DRAINAGE /)ITCH PER DETAIL sHr££T N' 7 I.HJ CONSTRUCT P. c.c. CURB e CUTTER PER CITY OF NEWPORT BEACH ST0.-18!1-L (lYPE·c:Fi!!R.PLAIJ) ($11-, CONS TR/JCT I 'ft." A.C. PIIVEO SHOULDER ON COMPACTED SOIL WITH PRIME COAT. ,z.eo '2.40 840 ':71 e,o (pd,() 14-S \ I 4-- """' '2., ;,ole, rnJffi.-1--'C;;;O:..:,N:;;ST,~R;.:'U,;C;,,T_:6'=',..:,' A;.c.c;:.;•_:l.:,;18~" A~cr,.;:C,~. ,..::13.4::::,,.;oE;;· c....,.:;C~L:...;· ::O:;;,...~=~c-,c=-c~~~~~,....-'"""-=-,---,c----1-----!----!----+--...:.::~;_;; ~ CONSTRUCT P. C.C. SIDEWALK PER CITY OF NEWPORT BEACH STD. 180-L OVER A.B. 108 340 36,58G ~s:.$,,_:z t--R:=cE=:L=i:0:-:C:::A:::-T-,CE:=-,:-,PE",R,::::;-T-::,R-:-;A;-F:-;F::-IC-=cS-:l-'-:G:::N.,.A:=:l=:!Z::-A'-'T-:=l-'-:0-:-Nc=P.=1..::-A;-cN:--:S'c.-:==-c::::--;-,-,...-c:-;-::;-:;:-;---------;-----t----;-----t---;a;:;;-:= COl..l,:,Tf<UC.T Wi-lf::€/..CHAIR !<.AMP F-eR CA/... TRAW-e> 0TD PCA/.J J../8 -6. / 7"1,Z. VvA t E. \2 !?>I <::>O\.l 6i CM\t\.bl>.C \C 11.J':11" AU-lw • CLA":>1::, 'ZOO A.C.P. e.:,.,,. - I 1-101 ALL.-1'2 " cLA'::>'b -ZOO A.C.P. ICo& q(;:, ---- '42 '7.00 A.C.?, ,4 ---- '7.. - I I -- (4Sl 11-1<1"TA.L.L.. In• c~ 1,;,c> BUTTER.FLY VALVE I ----- v,TA.1-L f'I"'~-\.\ \.11' A"""""'MS,t..'1' !'!Ir:? c::.1-r../ of' \-le.J~ ~AC-I-I =o. >;,a:>-L I -- \ ----- '16 llJ<'oT,\LL 5'1 ClA'<h 1"10 l=>UT,eRFLY VALVE ~""' I\Wl'A.L.\... "f~O.P\<JG "'1J!.e:-Je t\ G,Jo;;re vi._u,Je, ~•~E ""'"tt: l'LA\:J fela!'. c-1:r'{ 01' 1-1eu.Jl"OR.,J..-'<be-"-AC::...C...H_c,,_. mc...;.·.....:;r:;,cr/_.!.-...:Lc....._4--___ -'-l_ ,~,, COllt>.f\'111vcr "7TA.IJi:»J:lO T\.\~11-e,= (CO>-IPITIO\J 1IJil \ f'el'?: c,T'{ Of l-,le~ ~ ""1'0. -;,10-1.. I I --- " ------ 'l -----e.:,. <;,t;, -!f&..._irl-7:RE"i-M::='-=O~Vf;'£c:-'-'A"'N'-"D;;-'f,D-"'E=,ll;-;V-=E:"R.:-::'--'TO"--:;cC:'-'l:':-T:':V:--"-O'::F-'N:;:'E"::W.=l-'P'-"'OR=T-=B-=Ec..Ac=CccH_W~A~~-=Ec.-R'--O=E~P~T.------------;----~t---,=-;---= ~ 11-.11?,AU.. e," CLA':>'=> ,Zoo A.C.P- C.£.WE.R l-.f- 'l<A:, l..f'. 14-U'. 'l eA 3 CA. I 6A I tA. I tA 1.. eA-,,_ tA 1,. ~- \4f> l:f. _ f€!Q_ IIJ<\lll,J..L. "1TAJ,l~ 4e,11 LO. MA\JMtll.e' f'ill( c1,-< Of' \J6Ulf'Otef ll'!)"A?l-1 ""1u. 401.-L I].. I I A. liA. ~ I~ ,:;,< Cl-I>,""" IC,O P.V.C,. ~e MAIIJ \.C#71 -1,1.'7~ 'l.,q':1() k-f. i;r; 72 73 "14 [75 lb! 77 :78J 7!1 :a:n 81 83 CONSTRUCT DROP MANHOLE PER DETAIL ON SHEET N' IB INSTALL DROP MANHOLE TVPE "A" PER CIT'r' OF NEWPORT BEACJI STD. • 403-L C<>W.,,-Fi:VC.1' 3ii" RC<P. l'~Ft l'i.AN A"1::> l'IWFlt» CONSTRUCT 48" R.C.P. PER PLAN AND PROFILE CONSTRUCT S4' R.C.R PER PLAN AND PROFILE. c,,IJa; Ju\JcmnlJ -e>"TRUC.~ \.l~I ~~ c1-r,' Of \J6\lJ""'°"' ,,.,aq.j "'1!1::>. -~10-1 -l(VCf c:o\J\J~T1'1\.I ,.,_Mv,,..,../ l'ei,: cr1'1' l7f' \.16~ l!>6ACU "'l'D. <!>11--l- CONSTRUCT >./UNCTION STRI.ICTURE N• I PER CITY tJF NEWFORTl!!eACH $TO. -310-L. {MOD!F!ED·/IO .MN{/1()1./!~ C.OIJ6TI>Vr.f. DAA.t<JA.C," 11-ll..61' T'1'F'e" •01-• ~R C""-1f. e"!)..Te' 011/\e:,IO;l Of 11<~1101-l "-'It>. Pl.Al-I on.-11 ~olll'i e><1'::>'T11JG 1;1i:u..11-JA..c.E' oeli1ce c.t:>IJ<2>Tll.\JCT MeD\,l,,\.J I\JLeT A!ll!i: De1AIL <;,\leeT \J ,i. 3 CON.STRUCT INLET TYPE •os" PER CAL-TRANS STD. 072 ·II CONSTRUCT BRICK AND MORTAR BULKHEAD Rll! CONSTRUCT INLET TYPE 'OL' PER CITY OF N£WPORr BEACH STD. .30C-L ~ COl-l6fl<'.llCf .J\JIJCTIOI..I €>TRuGTU!t6 _N"-'l PEI': CITY. Of \..lewf'IJRT eeACH 'l':ITD-'bll-L. I • (66) CONSTRUCT GUTTER DEPRESSION PER CAL-TRANS STD. 078-2 (Hl~-2.', o~ -z.•) 81 CONSTRUCT MANNOL£ .SHA Fr SAFETY I..EOCE PE!:R. L.A.C.F.C.I). OWG. N~ 2· 04.340(.5££ SJ/1:E:T ,'/£ 30) aJ!Jt;,TRUC,-OlltrRP.JtO(: DRAI/J 7YPl3 I, Ar.:;. A fff<. CA.L-~IJ<2> "1TC>. r;, 57-,A-G CONSTRUCT CONCRETE PIPE. COLLAR PER CITY OF NEWPORT BEACH ST0,-313-l ;lt'.I) CONSTRUCT MANHOLE N•4 PER CITY OF NEWPORT BEACH STD. -308-L $/) CONSTRucr MANHOLE. N! 2 PER CITY OF NEWPORT 8EACJI STD. 307-L "92 CONSTRUCT C. S.P. RISER PER DETAIL Sll<ET N~ 3 1'®: CONSTFIUCT INLET TYPE "OS" PER CITY OF N£Wrt>FIT BEACH .STD. -.306-L. ,,.,_ CONSTR/ICT P. C.C. DRAIN PER DETAIL SHEET N~ 23 (.'18] CONSTR/IC.T 8'x8' 1'1EINF1:!RCED cave . .BOX PER OlrTAIL SHEET N•. 31 CONSTRUCT STRI/CT/IRE "C" DOWN DRAIN I PIPE T"RANSITION Pe'R CITY OF NEWR)flT Bl:,,f(!H .ST.Olill!JI-, CON'i?TRUq CO/./CRer,f fM.c~CFll.L PfJR GeTNL '<,;.leer /./0 3 CONSTRUCT IMPACT STILLING BASIN PER DETAIL SHE.ET N2 32 l:'2-7"1 4 4 1- 700 Go 1., L-h- 7 4- 7 I 74- 47 'Z. ?, - I 1. C,,'ZC, I "' I I <, 1 '1:, I l fA. I EA 11. e;.,._ II f!A... I eJ,.. c;, e1>,, I fA I f;~ '!, "" ' 111.i:J ,f. I -"', I e1-. r:., 7'=> . f. GENERAL NOTES : I. ALL WORK OETAILGO ON THESE PLANS TO BE PERFORMED t/NOER CONTRACT SI/ALL, EXCEPT AS OTIIERWISE STA TEO IN THE CITYS STANOARD SPE'C'IAL PROVISIONS, 01? IN THIS CONTRACTS SPECIAL P,~OVISIONS 8£ CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR 1PU9LIC WORKS CONSTRUCTION 1 1979 EDITION" ANO SUPPLEMENTS. Z. STATIONING REFERS TO CENTERLINE OF STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. TIIE CONTRACTOR SHALL 8£ RESPONSIBLE F'OR VERIF'YINC Tl-IE ACTUAL LOCATION ANO ELEVATION IN THE FIELD PRIOR TO f!iEGI/..IIJIIJ6 CONSTRUCTION OF THE NEW FACILITIES. 4. CURB OATA REFERS TO Fl/CE OF CURB. S. All EXPOSED CONCRETE SURFACES SHALL CONFORM IN CRADE COLOR ANO FINISH TO All AD/0/NINC CURBS ANO WALKS: , {;. All UNOERCROUNO WORK SHALL BE COMPLETE PRIOR TO PAV/NC OF STREETS ANO DRIVEWAYS. 7. ALL P.C.C. AND A.C. REMOVALS SI/ALL BE OUTLINED TD NECESSAR't' WORK/NC LIMITS AND SAWCUr TO MINIMUM DEPTH OF i? INCHES PRIOR TO THE REMOV"1L. ALL DEBRIS CREATE£) BY THE REMOVAL 0PER"1TIONS SHALL BECOME THE PROPERTY OF TH£ CONTRACTOR AND SIIALl BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AT A LOCArlON ACCEPTABLE TO All COGNIZANT ACENCIES. 8. COBBLESTONE PAVEMENT SHALL MArCII TJIAT EXISTING AT THE FORD ROAD AND MACARTHUR BOULEVARD INTERSECTION AND COLOR SI/All 8£ RUSSET. !l All WORK ON SJIEETS 14 TO 17 WITHIN TI-IIS SET o;= PLANS SHALL Be DONE IN ACCORDANCE WITH AN ENCROACHMENT PERMIT ISSUED BY THE CALIFORNIA DEPARTMENT OF" TRANSPORTATION AN!) $/./All BE PER. CAL TRANS STANDARD PLANS AND .SPECS. /0. PAVEMENT SECTIONS SHOWN AR£ MINIMUM AND SIJBIECT TD REVISION ANO APPROVAL OF THE CITY AS RE()l/lREO BY SOIL TESTS TAKEN Al'"TER COMPLETION OF ROI/GIi GRADING. II. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE ANO BROUGHT TO FINISH GRADE AFTER PA.VEMENT IS IN PLACE. Ii!. STATJO/l/S SHOWN THUS lo+.oo) ARE SEWER LIN£ STATIONS AND ARE INDEPENDENT OF CENTERLINE OF STREET STATIONS. 13. SEWER, WArER, AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE ANO IN THE ESTIMATED 0,UANT/TIES ARE HORIZONTAL DISTANCES. 14. All C.M.P. STORM DRAIN SJIALl HAVE A BITUMINOUS COATING IN ACCORDANCE WIT/I • SECTION i!07 • I/. ti.I OF STANDARD SPECIFICATIONS. IS-STATIONS SHOWN THUS(O+OO) ARE STORM ORAIN srATIONS AND ARE IIVD£PENDENT OF All OTHER STATIONS. 16. THE CONTRACTOR SHALL NOTIFV TI/E CITV OF NEWPORT BEAC/1 AT 640-228/tFTER PLACE- MENT OF FORMS AND PRIOR TO PLACING ANY CONCRETE FOR CURB &UTTER SO THAT THE FORM LOCATION CAN 8£ tJIECK£0 TO ASSURE ITS COMPATIBILI Y WITH EXIST/NC CONSTRUCTION. 17. ALL CORRUGATED METAL PIP£ SHALL BE OF STANDARD GALYANIZ£0 FABRICATION WITH RIVETED SEAMS OR RESISTANT SPOT WELDED,· NO HELICAL ·SEAM PIPE Will BE PER- MITrEo. ASPJIALT·COATED CONNECTED BANDS SHALL BEUSE!) AT ALL C.M.P. JOINrs. 18. rRAF/:IC CONTROL DUil/NC CONSrRUCT/ON ALONG MACARTHUR BOULEVARD SHALL BE IN ACCOROAN'CE WITH STATE OF CAUF. DEPT. OF TRANSPORTATION MANUAL OF WARN/NC SIGNS, LICI-ITS ANO DEVICES F"OR HIGHWAY WORK. 19. TIIE WALLS AND FACES OF All EX CAVA TIO/VS t;REATE.R rHAN S F£€T IN DEPT/I SHALL BE EFFECT/ VELV. (;UARDED BY A SHORING svsrEM L SLOP/NC OF THE CROUND, OR Orl,ER EQUIVALENT MEANS. TRENCJIES OR liXCAVATION$ LESS T/./AN FIVE (SJ FEET IN DEPT/I SHALL ALSO BE CUAROEO WHEN EXAMINATION INDICATES THAT JIAZARDOUS (;ROI.IND MOVEMENT MAY BE EXPECTED. 20. T/.IE. CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WOl?K AS OESCl?IBEO IN NOTE N! 19 ABOVE FROM CAL/ OS HA. STD.-3/G-L. TRENCII BEODIIYG FOR P.V.C. FORCE Ml/IN SHAU BE PER ZI. ALL STORM DRAIN ANO WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH A CLASS"B''. 22. P.V.C. SEWER PIPE MAY BE USED IN LIEU Ot= II. C.P TH£ P. 11.C. PIPE MUST BE MANUFACTURED PER ASTM D30.J4 SOR 35 AND INSTALLED PER TJIE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON ( 1979 EDITION) SECTION 207-1. G, THE TRENCH SHALL BE BACKt=/LL£D WITH A GRANULAR MATERIAL {SAND) TO 18" OVER TOP OF PIPE ANO CONSOLIDATED BY FLOODING PRIOR TO COMPLETION OF TRENCH BACKFILL. 23. ASBESTOS CEMENT STORM DRAIN PIPE MAY 8£ USED ONl Y WHERE SJIOWN ON PLANS. '4. A.LL O(}c.TfLFi-IRO/J PIPE' 1:MALL 1-/A\JF A l.o()t;;;(f 8 Iv/IL. POLYeT/IY'-E/.JE €/.ICA':£Mi3/.Jr A'o Pi:?. 'SF;GTiO/.J i&f5C.T!O/J '1.07 -9. G>. 'Z. OF THE 011\IJOAl<.O JoPE"C./F!CATI0/.10 ADDrf10NAL. I '""' C.Ot.J'>'f. l-0~6 ':7\DEVv'ALK. PE¥ DefAIL-S!l6fi;"f NO. 14-. l '"'' C.Osi'bT GA,G!-1 e>A'<:>I~ l"E1"-oeTAI\.. <o\-l!:-E'T 1--10 "!,O ' ,,,. ..... _..,..., ~-~----· -~ NEILD. ON ~ CJJei11,,'William'Prost ® c';JJ.ssociates PROFESSIONAL ENVIRONMENTAL ENGINEEPS &. PLANNERS P.O. aox 21'90 • 1401 QU,.IL STREET. Nl="WPORT BE~CH CA-IFORNIA 92663 PLANS PREPARED UNDER THE SUPERVISION OF • I-1'3-&I • - BY , 106 MIN (VARIES} BISON 1.17. l/4': I I ---::-~ ·~. :···'·~~ ~ (1, 2 B ~ CONSTRUCT MEDIAN I/ND LEFT i Tl/RN POCKET WHERE REQI.IIRED . I ,e le 66 '(MIN./ 10' s' a' 48 '(MIN,) F/IT/IRE EXISTING MIN Mt,.,, VA '!ES IMPROVE!:MENrs VARIES i?I 'TO 22' • 2 ,. BY OTHERS • MIN. '6 IMPROVEMENTS --=:-::::::::= ~ £' ~ -='"" ~ ~=~- RECONSTRUCT MEDIAN AND LEFTJ ( 7 Lt T/IRN POCKET WI/ERE REQ//!REO 1_ I JAMBOlfEE ROAO 10' ,-.-PROP. R/W 1a4'fM1N.l t----------.,-_------=-,Pf/OR R/W---t I 68'tMIN.) 12 30. TYP S BUILT ._\ _,__... EXISTING ' IMPROVEMENTS ~ 5"6IM1N.) so' F//T/IRE !MP1<0V£MENTS BY OTHERS EXIST R/W LIN<• MACARTHUR BOULE/IARO /00. MIN { VARIES I Ll.R I MIN_,. sz, Ml"' FORO ROAD TYPICAL APPROVED 1 10' . . . ' -., DESCRIPTION REVISIONS APP'D-DESIGNED R.R. CHECKED N.D.M. DRAWN B.v. { F.E.C. DATE c,,-w-= CITY OF NEWPORT BEACH PUBLIC WORKS DEPA.J'ITMENT R-5454-S SHEET 2 OF3j. ,.\.2.DS"'p7 .AG2or-JIJTPbtJlL "\="e-,~---.:-rr,,,l<'J:"r lll'IP"""f.i.i;"L- I (/) -:t ll\ :ti lb 'I I\) t.lE:OIAN . ·t,, ~1 ~ > ,r" r/: 8 !SON AV£ -. . . l!, \;l -~ ~ ~1 co.::e, LINE-, g ~ ss % " ~ ~ "' ~ '. !!i ' "' . -s.oo· Si .... ~ ~ '0.3!' '"/,ZS' '2.81' !co '--BASE LIN. 10' 10' 10' /(/' ZO' 20' /0, /0' 10' 10' ""' '£ ~ i-: 2; ~ ., 40' 40 ' 40' ;,;:; " 120' ~ 4j DETAIL "A"-120' MEDIAN TRANSITION 5CAL£ ." I": 20' ~ " ~ ~ ~ ::a: ~ • ... ~ "'' "' + ~ ,l;j ~ ... ' ln • "' ., ' ~ ' ... . '-o ~ -' r/_ BISON AYE .. "' ' 1i? ..; "' ~ ' ~ ~ <l ' "' R = ,coo' ---~_,,--_..__---1 __ .,___-¥--== • ME.DIAi-i GU~!!> \..\NE R= 16/Z' ~ "'<( ~it "' c:, '>: '" DETAIL "B" -60' MEDIAN NOSE FLARE 5CAL€ ." 1"=20' ~ ~ ~ ... -1-"' ~ -1-"' ' ~ ' ... ~ --Ill l-----1; ll; ~ ~ " c:; -"' oi ' '"' "' - R:/GOG' ! R:/G/2' ~ ~ -1-ln ' "" "' o; ' DETAIL "C" -120' MEDIAN TRANSITION ~ "' ~ it 5:i .,: ~ ' ~ ~ ~ ,,, , J'"-«l .... 'I \.-1 Got?.e:,.t ME-0\A LIN& ~ Si ~ SCALE." 1"=20' l\i ~ "' ~it "' ~~ /_ ff_ BISON AVE. ,.., -10' 10' '", /0' /0' -"It s, 6? . . ~ ;:;; ~ ;\\ o; t ,,; t,i ' ' ' DETAIL "D" -MEDIAN NOSE FLARE "' • "' ~::i "'"- ~ t~ "'1/l ... ~ ill "' ....,__ ~ <,j ' f. TAM80R NG8°5!i'48"w MEO/AN C/IRS LIN£ NGS'59'z4'';y ~ al ' "' co'NOSE FLARE 'Sf ~ 'Sf ~ ~ ~ ... • ... "' "' .., BASE LIN£ DETAIL. "E"-60' MEDIAN NOSE FLARE 45'NO,S'£ FLARE ~ \l! l1s ;t ~ ~ :ti ~ ~ ... 1 "' ... ii; ~ .... ... "" SI ... ... SI SI- ~ ln \.JIE:OIAN C.01217 \.. I NE: <o ii; '} R:::4' f 8/SON AVE, ~ ~ ~ " ~ ' I<= !TOOO' 2.00 I DETAIL "F"-45' MEDIAN NOSE FLARE $CAL£,' !"=20' °' 120' "' Li'.~ ~~ 10' 10 10' /0' 10' ,n' ,,, ' /0, 10' /0, 10' 10' ~ ~; "" l!/j ..... ' . "- IR c:i, . ""' ££RO)/' f /' /' ~r /' -1 (.a I.ti ~ I -;--' ' '' ,' ,' -, -, ' ' _i . ' -, ~ ~ ~ ;i, ~ ~ ~ ~ ~ Ill ~ :;i ' ' '° N , ~ " "' " <o t.; ,; .-.; ~ ---: <::i ,f N 2G'l0'23"E ' ' ' !?-'LY ME-DIAN GUl?!b L DETAIL "G" -120' MEDIAN NOSE FLARE Ii= /4-/0 40' NOS£ FLARE • DET AIL"H" -MEDIAN NOSE FLARE SCA LE: I' = 20' NEIL D. MORRISON . COWCIZef!:: ~I<:'. 00I. l l:¼'OOK6 W"-· a,i::, Ot<: 1-1. 4 c. N"-(.,i::,1:::> 1/,z 0+00 ·?l} lt-00 6AC/25A 9!Jt95 TO 97r50 foACjzs' JAM/JOl{EE-/IIACA/1.TM '4.5AC/'JAB ,, >J ,, ,, I ,-oo To 38r00 4-4C/2?. '37+50 TO 117+00 6AC/l2A8 CURS TYPE VI/RIES PER PLAN -:I!,.:' 11.: 4./"; 'AWCUT ~ REMOVE EX!ST!Nt; A.C.PAVEMENT TO THIS LIN£ £.!</ST. A.C. ' . · •.• £;1sr..-,;, a ··,. ·: CASE l N,r.$. . . ' ' ' . . , ' ,, 1-0 : 4 • .• _. . • ,•. ,Q. I SAWCI/T E REMOVE i=XIS'T. PiVEMeNT TO THIS LINE SAWCUT t REMOVE EXIST/NC A.C. PAVEMENT TO TJ/IS LIN£ CASE II N. T.S. EXISTING G.8. LINE AS SHOWN ON PLAN £.X!STINC PAV£0 SHOUL0£R ON COMPACT£/} SOIL TO BE REMOVEO EXIST. A.C . CASE DJ N-r. 8 .,, • ·:: ,---'l.'' 1'Yf'E: \'-K..'' COPl"E!Z-,ue,11-161 ('2" LOWC,.) ~-'1." 1\-\IZ.e!I.~ elZOI.J:Z.!:: l, ,::,.Aic VAL.vE W/ ~ \.!ON-t<: l'-=>.1 Nb !::VE':1ZOUf<. "1\'E./V\ 4 2:>i=l-l-z£ !-IN-IDLE- @-rHRUST BLOCK .--~ '2" lY~ ''K.11 GOPPEI<. 1 lJ lb I I.JC,. WMllC.111" C::>IL-\/E.\Z. "'>0° l:l..?:QW. F0\2 .JA/'1'€'=> JOl-l!:,c, ..\'U,,11 .. . . ,, <I ·.~. ,', ~--..- • • • 4 •• : 4' • :-• " c.;· -~-'""""~ ~,----' ~o:::J R.T. CAP WAT/;R MAIN J SIZE PER PLAN, -------1. C.OM!'RE.0010!-l COI--JNE.CflON tJ<x: 2" BLOWOFF ASSEMBLY DETAIL @47 NO SCALE 1/?f' tJf ,:;1ZA.-re (T,:;.) {"€ f'. PL¥.IJ »~ '1.~•U-u!wf !!WI.I l>.~\:'.-\l.J>.."f GAAf6' \ •/, MI\.J. 1 •/, IJ-.,». ~. ~~~v/~,..,,.........:L----'L--,,r-r----i~ SAWCUT f REMOI/£ EXIST/NC A.C DETAIL® ~OTE' f'¢oV1()£' I i,tOW Of \.IOL..t;0' G' f'e~ \f) "OF ve:l'!-11ct.-1.,. \.le1e~, Yz" ~PU:"7(ii) 1-:!."0.e,. R C.P. I I PER PL,47N 1 1 1 I J "\1Zoll.le:\.fio CO\-JC.. 11.1\/~ P. C. C. C-.<c>.f.' 11::Ei ("'71-:Z.f-l'e"'-A..Al..l) 11. i:,Au&!f 24" • ' q ". : •' . , <I, : , ' . ... . , q. PIPE c' TYP. AS BUILT @1-__,;,C,..;.'O_M..;;.'CR..;.E;;;;..r.;.,.;'E;..._P_'IP..;.E'--'-8._~.;..CK...;.'F._'ll=L:;;...;:;,D_E_rA..;.I_L CJ?!!befl ~ilJ,,'William'Ptost ® c!:}l.ssociates PROFESSIONAL ENVIRONMENTAL ENGINEERS ,\. PLANNERS P.O. BOX 2590 • 1401 OUAIL. STAEE:T. NEWPORT BEACH, CAL'..IFORNlA 926Ei3 PLANS PREPARED UNDER THE SUPERVISION Of • \-1'3-e,I R 45 APPROVED MEDIAN Oe1A.\L'::> 1---+-t---------,----; ~&"---".&'--'-'-',g~~-1 M\c:ac..ELLAt-.lEOLlC:::7 DE.TA\LC:::> PUBLIC WORKS DIRECTOR R.E. NO. ;--,,,pq,; l---\----j--------------r--1 0AT~_/._-=2§~-~8~/ ___ -----, DATE BY DESCRIPTION APP'O. REVISIONS DESIGNED l<'...12-. CHECKED \.\ . Q. I-'\ ' DRAWN ~-"!.. DATE C,-W-W CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5454-S SHEET 3 OF 31 ( ~ llj ::tJ rti 'I I ' . ' U) l» ~ ~ lJl ~ -I\ ~ I V) llJ llJ I;/ ' )" • i --:-'-,.,, ),,,, ,;; J;i c</ :----:•.:f" ~ 0, ' I I o o c -' ------- i ' \ ----+--- --+--"" --.. -------3 ------····· ----·-·-"'" .. ----~--.. - ·--..... I-• •.. • •----•F :~ -f=_:"='--~ ----------- -J·---- --. - ,-.:~.--= --·-·---------. --·--· ·-----------------------1----·--------- ---. -.. ,. -· - I -----·--------·----------'' ·-- ----------~ ·-·--· --·-- -··-------.. ·------·· ·------------- _ == cc= c.c+.ccc -•• ------, ------ cj _ ==c ---~ ----t ------ ·-------· ------· -. -------------! -·=+--=---------~ -' .. ---------------------• - - ----.--I :::±.=J_ l_ -_ _.__ CURVE OATA N!l .d. @---BB• 17 'i?. 3 " ~ 4•eo·zs" ©--/3°57'35" @'=--10'/JIJ '53" @--11°03'13" ®>----//fJ /8 1 35 11 @-11•11'35" @---2Z'50'38" (j)----59• 0G '1/i" ©>=---..;•59•13" /v\_____148' 45'4I" (Jj;,P---=---27° 511%11 0 @--7'50J{;" ®>----109'59'18" R 35.00' 15/0, CO' 112.52' 181.ZO' I 2fll. IG ' !Gl.49' 141.49' 124/. /{i' 50, 00' 35,00' 5.00' /i4,00' 186.00' 5.00' CONSTRUCTION L 53.93' 99.Z4' 27.41' JI, Cl' Z!iO. 25' 31.88' Zl.93' 494.85' 51.58' 40.92' 12.98' 31.13' 25.I/C' 9.60' T 33.97' 49,G4' /J.78' 15. fJ8 , IZS-.51' l!i,!J9' /4.01' Z50.7G' 28.JS' 23./,; 17,88 !5.89' fj,-,l EXIST TRAFFIC ~ CONTROL 90x _.,,,,.,,.. ... ,('"OP cl',e:; 'T' tJ L> ,:" ~ 'T' 04 /> h'c-e-r v 4'-.!'/o NOT£S: -••-4--•-·-· --,. ---_ _,, __ --- f' i,; !ii"' ~I r-, (j)-CONSTRUCT A.C, W/SEAL COAT OV£RA8.W/6.C.1-'::0PR!MfCOATf'cR7JJf7LEOl16!/1'.f! t7J ®=--coNST P cc. CURB { CUTTER PER CITY OF NEWPORT BEACH STO. PLAN N-'/82-L (TYPE'A'B"CF) @-CONST. CURB 4CCESS RAMP PER CITV OF NEWPORT BEACII STD PLAN N-' 181-L (TYPE I) ~CONST. G" TO 8" CURB FACE TRANSIT/ON AND GUTTER PER Cl TY OF NEWPORT BEACH .STD PLAN NEJBZ-L (rYPE"A '') @-CONST. P. CC Sf OE WALK PER CITY OF NEWPORT BEACH STD. PLAN NE 180-L ~SAWCUT ANO REMO//£ EXISTING PAVEMENT f'i!R. OcTAIL-0/.I 61/el'f( J.}"! ~ , ®-RELOCATE BY s.C.E PER PLAN @=-REMOVE • @--INSTALL ~IRE HYDRANT ASSEMBLY PER. CITY STD 500-L @-PROTECT IN PLACE .JAlvlWRE.E ROAD @=--REMOVE EXISTING P. C. C. CURB ANO/OR CUTTER @)-JOIN EXISTING ~REMOVE EXISTING BARRICADE. FOR STORM DRAIN IMPROVEMENTS SEE SHEET N! 4·A @-cONST. P. c.c. CURB t GUTTER PER CITY OF NEWPORT BEACH STD, 183-L ( TYPE"c"). ~ aJ/J6T STREET l-/6µ, PeR. STREET LIGHTING PLAN, 3/7'! DIETERICH-POST 2111B .(l03 FILM- "!)e, ------- ~ -· = --3$i. =- -: ),; • : • _ _ c-c-0 :=E-" ccc _ . ----------. -------------·-··· :c --->II' :c:. ~:: .3(, ------.. 7. ·,_·-=:1 -~---• .... -·-· -·---- -----·----- ---------- IOI @--tzaoc/\iB W"-Ff!C, v.,JC.,\J UJ,.10!,l'Z Ol!"EC.TIOJ..i Of CITY """'FFIG-!,J,.161\J~ ~Rf.LOCATE PER TRAFFIC SIGNALIZATION PLANS, @-INSTALL 8".CLASS ISO D.I.P, . AS BUILT W'L-Y. K/VJ. ---•-· . ----• • t ---~ i 4-!C·Bt ND.M. /6 STORM DRAIN RE/1/SION CJ?eber1 %i11.,"WilliamPttJst ® c';Jlssociates 5'.8-81 //OM /1::, ADDED FIRE JIYDRANT };):::J...;Jt._\~..:-~~~=PLA::::N§::::::PR::.IE~~-ARE-··-_o•_UNOt::_R THE SUPER~tl3<2Fe,\ NEil D, MORRISON T DATE BY DESCRIPTION REVISIONS .. APP"O. ....... ,---. -------- . l __ ,__ PUBLIC WORKS DIRECTOR' R.E. NO /2f3.?6 DAT DESIGNED 12. .JZ, CHECKED IJ.D.M. DRAWN l"'e.c-. DATE u-1?'-<!0 I _............, -- ---. ----. --.. --- --~----1 --= ----=--~~ ~~:-~~~~-: ;;~ ~~:--¥~ ~~-~-~-;--~;;~:--~- . . --·• ,,, ------___ .., 5 ? T- <.o "' • • "< ~ '-J .,_ l,j g:i ' ' ---·-"=.:-cc; -:' :-,cf~ • .. -== -:::--• - _,,_,, -·----:-: ·.-·:·· "'.".. l ' • • -. ----::::::----!· ' . .,. .. . ----·-' ' -. ---- t-----------------' ·---" "" . " ---, -•· --: - -..:.. -_-_ ""j:_ --~--·;::-----i:.=..-·. J---: \04. l/) ., :i 6 ~ ~- -+ ~ 2/ ROAD STA: 9J+.9G. IG TO STA: 104 +00.00 . PLAN PROFILE CITY OF NEWPORT BEACH R-5454-S PUBLIC WORKS DEPARTMENT SHEET 4 OF3 I ",)···.1 } 'i ---000 j . ! I 71) NE .:\ -©--Jo1P31'19 11 @>cc---40'45'19' @-G'Z/'28° ~ !01}0015311 @--,,·oa't3" ~II• 18' 35" ©--11° 18' JS11 @>---12,;,18' 14" g)----45'28'!8' ~ SO'!i!i'ZS" 0 . j ---1--- .,,,,...,.,~ ill ~"' --~o "f" IS' CONbr. /4, 3,/ L._F -1e" l<?CP (e,::,,:;o OJ CONtf:,7-14: . ,:;,,:;, t;..F: I. "RC/"' (Zi:9o& e>) (..IA/6 CURVE OATA R 22.50 22.!i0' I 27. 52' /{i{i./?0' 13/2./G' l4G.lf-9' !SG-48' 22-50' 22.,0' 22.5"0' L 12.03' IC.Of' 14.151 es.as' 25.3./4' ZB.92' 30.89' 4.83' /7.BG' 20.00' , T •·'•' 8-3B' 7.0.8' 14. 5G' t2G. 97' 14-.51' ,~.501 Z.43' 9.43' /0. 71' 3n7 O!ETERICH-POST 2111B .003 Flt.M '\'. S;j 19() Q;i ~ 4 ~ " "' '-, %: i --.: "' - L d. 90 87 'ffl..lf Pll?V.//?' tx/Z: 7"' PiW#<;;7" ----('( - \ -\ ·"" ,Oi I H<S ,t,. FOR STREET IMPROVEMENTS SEE SHEET N.E. 4 I i i i £ \} lU -I) iii ~ '-+-1°' '\:,<IS i,;. l-:- Pi<OFIL£. SCAt.£: HOR!Z.' /,i::4(}' Vcf<T: 1"=8' PLAN StAl£: !'1= 40' '··"-\ I ',!. \'. . ::~ t. ,,\1}:· ')~--..... I ··c.. I .~-/ '",:\..,\(._) '0-ld c-olu C:., I ' ~ ' ~ . L. '-1, <o d)• ~ B "' t ! . .,. . :;;' ~ "' ~ z "· ' ();------t w -. ' 't "J. '1; ~ Ci >· :\J ~ ..... I ;:i ' ~ I ,. )l's I:? ~ 1\,1 ,\' J~ ,·::-, ., \n;,. II) .. , ~ '··---·J'i0 C i:i j•1 ... '/. -/" "" <'b n: '·~·-' CJ{gber1 %iq.~illiam"Frost G& c!;llssociates MEL D. MORRISON R.C.E. 28545 o T I IOI DATE BY DESCRIPTION RF.VISIONS H-G-l APPROVE PUBLIC WORKS DIRECTOR' R.E. NO. /2 fJ.16 DATE._ lt-:.I.]_::~( APP'D. DESIGNED DRAWN 12-.<2. f'e.c,_ CHECKED DATE IJ.O.M. c,.,u,,eo \04 I -,.,,., .. -JJl , ' \\) 7 .J 110 t10 110 VJ " 2 JAMBOREE ROAO STORM OR.4/N LINE "E" CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5454-S SHEET 4A oF,31 . ·1· •.• (JJ ~ ll'i 'I ~ () 'I) ~ ~ m ~ ) "l . . . :r ✓ :tJ U'J ~ \JI ~ I V) iS 'f -! - ____ ; -- ~-= ~ ai1=. ·t ' l . -----+------·:'-'."'.:..! 1------: ---· i ------+--- f ~---: --1:;.a,,,a I ii ~-~, ~-. -tcy_ -~-,. -c-., -J· - + ---+-----~ - \01 17 (j)-coNSTRUCT A.C. W/SEAL COAT OVER A.8. w/ s.c. -250 PRIM£ COAT.Pl;{<. 7Ae,/_,e o!-1 'OHb':T IJ•2 <iE:--coNSTRUCT PC.C. CURB f CUTTER PER CITY OF NEWPORT BEACH STD, PLAN NE182-L (TYPE "A" 8"C.F.) @-CONSTRUCT P. C.C. SIDEWALK PER CITY OF NEWPORT BEACH STD. PLAN NE l8D-L. <iJ:::--sAWCUT AND REMOVE EXIST/NC PAVEMENT PER, De'TAIL OIi 'Sl-le€T !../£ 3 @)-PROTECT IN PLACE ~REMOVE EXISTING P. C.C. CURB AND/OR GUTTER @-RELOCATE TRAFFIC SIGN 1/NOER DIRECTION OF CITY TRAFFIC ENGINEER. <fiF:::-JO!N EXISTING. . _ __ ~ :/:;::u:: P. ~ ~: ~u::; :t,;,.~R PER CITY ;F ~;--Pl~;;-~~" ;;;:~---;;;,;;;, ~::-F.) fil \ @-CONSTRUCT STREET UGI-IT PER 6TRl:cT L.tc;.H,11./& PLAIJ "·'"•-~.:::...:....•..c:.__;..,-. . .. ~ ~ /<E-L-OCATE PER. PL4N ..____,,.__~..___,,.... 3n7 DIETERICH-POST 2J.11B ,003 FILM ' - -· - ~ -- . -- . --.. -=t··· k-i --t DATA L- 44. E,e,• f':f';?, 07 ' ';0.f:':>lo' /"::40' -r '2'2.61 1 4I.B41 10. E>l' 110 111 17 I ·' C FOR. SEWER. IMPROVEMENTS SEE SHEET NI! 18 "lfL D. MORRtSON • A.CJ;, 28545 nAT, ~ =+-.-;-- -+ ifi .! .. c; ·j j ••• t·, ' . -l .. , --r---;-·· --! J-~--•. 1-·---~ ---, - 5-8-81 NOM fil ADDEO FIRE HYDRANT 1-16.f>I f.i.D.M. fil 12BJl<oED Ml'::DIAIJ C.U\<'.P.:, DATE BY DESCRIPTION REVISIONS -- ',. J({J j 5#-eJ - --~ ~5 -~~~ -~ -~ ~ --+ --, --- - r -------<--- - .::;:--:,. ~--_T-~:: ---:-_-·-1 --~---:-- ----- - , :t: .. • L --1-~-I-~-:_ -:..·: --~ --+ --+-: .'i ,_., __ _ 1 ;-t t ---' -1:~ -~- 1.1 ·-- "'- +-... ---:.1 PORTION OF ' 120 NOS£ FLARE P£R IJ£TAIL"G" S/./T NE.J e, lll Ill - ~ - -··-e- AS BUILT APPROVED gj;J_)tL PUBLIC WORKS DIRECTOR' R.E. NO. 1zeo,s;- DAT" /-20'-&lr' ROAO J'TA :/()4+00.00 TO .STA: !IG+00.00 PLAN ~ P~CJFILE APP'D. DESIGNED W. n DRAWN R. ,K ft,C,. CITY OF NEWPORT BEACH R-5454-S CHECKED IJ.DM. PUBLIC WORKS DEPARTMENT SHEET 5 OF31 ) 'JJ 0 "P I I 0 0 0 ' ' ' ---- -~-----' ~=-~:-.:~~-·:--.-. __________ ,,_..,_, tt'-''---'---~----c,::'lc---= -· --•:::__--_-.-.:--~ ------, .. .. , .. . . --·----•• •--_, --....:.t•·- _____ _J c.: I:\( ;,., ~~ "° .. ~ ¼ ·I-<::) <Ji :s: •• ---t-::::-_•:. = -- -----l-----= -----~'--- -----_----. ------~--------• -----+-- 111 t20NOSt FLARE:::;_;,.; PER. OET. 'G SIIT. 3 xll1-----+--~-----~ ..... ~~----~~i:;:.. 1. J'-"""'"""".-- '• . • ?> ,_,' ·>-. -r _,: _r;"· ~. ,-< t,: ,;-!,· ,.· _ e, C4S£ I ~---· \11 .@ 1 .:....;;,.;..;....:...,....._ ------lb 11W--- ; 7 . ·•·. . . ASE Jil :.::::-,...., ---:- ' Tfr.;J..1.1 r PROF1Le ~J0z;_:",,' 1'f.!MPOR:[ e,1,A{;f/"' ---•· -- __ ',!I, '8· cc.=F r--. __ _. -. -------. --------+--- t-----......::..:::1::.:::-.::-. _::-_- -.--------' ~----~ ---,~--..,.,...."'"' -----,~ ...... _ ---. ·--·--:-·---------- ----,.....--""" "•' -'"" -="-'· -. "" -- -_:__::-=:: ~~-~·t= .. i=-~-• --=~=--= ·z.+_, --·t . ~:1::::::----~=-~--::1----_::r_ ------• -..... , .. ,· '"""~ ------t --•---I ------_-~/l •• ----· ____ .. ___ _ -----------------t-... ~ --- ·+ r·--=-·__-_-+--·--i ·1·-=-------.. --------- N24' A.C. w/s£AL COATO ~Yl./t,t,- . C. C CURB ¢ GUTT£R <NEWA PC C. CURB PER CITY :r .. BE-4 CURB ACCESS RAMP PE. .-.. 'f2 N~W " TO 8" CURB !=A CE T. ' • -• •. P.CC. SIDEWALK PE;R ANO REMOVE EX!$ TE BY S.C.£ PERP /JCT 4" THICK PATT£ EXIST P. C.C. CURB A rRAFF!C $1/JN UN .C. CURB ( {,IJTTE ~X~¾E1i' L'ffif!p IN PLACE EXISTING P.C.C. SID •---..::t=="::• ••-""T ~ ~-----·----- __ ,,_ --_ _, -------_ ____,_ __ ___,_ ___ - • -------------➔--------+-----• ·-·----- ___:__±-:t_-_;----. i.:::: ~-i·:'.:c/0:-·--:----------"··----= = w l I I I 'r I I ··---.-tee \'l1. I fiO ' M £1)1 A./</ PER O CE'.M.A. <>o '='Ee sHecr --____ ," ---------- ---_,_·_::___::_:t.:::--=--. ---..--•-·.:::.:f ·1..::•··-~--~: ..... ! _ _:_ l - c=':c::_~ _='jcc-=l::::Jcc= '==--= ~c1ccc "'"f ·· · -----·-·:_t---•--.,-•-----____ -__ -,-·-r -:,Jee=-:,--, ----,1-- --:::::7---- ==-1--cc-=) __ c ----•--- ---+-- --__ ~t--=-----+ -=· --~=-t= • -... --~-r----l---. -. ' ---- -....::_ ---_:__t ---+---t ---+----.t ·.=t::.· _ _-_,; . --• ---~ .::-:-:.-t , :----:--:::1 -_, ---cc: • ---•------ ·• ---~---___ -·;_ . . . ---..------, ._,. __ . -------; --:_---c.=_c;,=_= __ '11= .. =.=.,c-_ccc __ f____ -t ~--...! : .. : ::..-:._..=-.-• -~-.-1::...~-.-:-_-.. :..~: :_ __ :_:_:J.__-_-_-;. . -•----•-------------------------------•--•· . _, ____ ,__ -+--- -+ --------------+-------- • ' _,, ____ _ _, ____ __,., __ --·--- I-IYORA.LlLIC OA.TA. Ll\..ll:' C:>iA.. TO v.,fA.. Q bo. l1 K. .11"' ~ '74-:24-i-Z.1-1-79.~ '1c>, I P.004<,, ~01'? t. ·--=-t.·_:-_ --•· ! -1------_r ---------• --:--- --•----,,, __ ' ---+----..... -:t.:.:.=..= -=:: -• ---- --:•,ccf=-l----_ ---t ------- ·- -I-.~=~~.-t=~. :_-:-~I~~=)~~ -.:::'.:'"~:f~--=t--=-L --=-~--1-.:.:_ __:_ £-_:_·::__!=_-... --------1-------, •• ---• _,_ -+ • -+---"•--', ---+-- '-.::..t·· ----_ <----:-;--:-. - ·-:: -::_-:--;:-·::.:.:. t ---=---~--t--~-.~ ~ --·• ·-----: _- ----•----------, • -r . -----t -t -1, _ .:_=-J __ : !cc.J·c'c,:=.,c. - • ---+ ---+-----· >----+ - -·--- -+------•--~----+-----:----;---:-+::-- ---~-,--------•-----------~-----=--·-::-_-----::_ -•----------->---------~-------•----------+-------~---'--- -.:::-.=.;-·:=·-' ---,---+------.. • ---t --! 1.-=c- ----------•----•---: c -:· c.cc!..cc:,f'c". t·· I I -rl I -·I ' _,__ ·-•.•• --- _-f ----~--• ~:------------+-· ... ----• --- ' i ----+--·-t-----t--· ·-·• • --------------+- .l"--'-C;-_~=i'-:--=i. -l-e- -=--:-=t- j L __ :_£-- : - --t-•• ' ' f----1 J 1 __ t l ... ' • j ., t. -L -------- ..:.:.:....;... _ __:f __ ---------~ ... _--·1 -'! -_ : __ , --., -·---------------◄ ·--"•-. -------; ---•·-·· ,-·=A ' -+ -, --:_ -·--::.; --i:· _-::_: • -----·-.----·•----,.:--,-.-+--- ~•----~-=:--~~=~~J--~~:7:=~L :::-~f~) --~t=--~ ~=L~~ ==t~:: I-~ I:~t:.:~~~-----~ i--:---.1 --:--.. -- ;' :f ":""". -; i---➔• --' ' • r• • • ""+"" • + ----,----+· --_, ___ +---------t-----t • -r --;· .->::··----·:::.-~r-i- -~--~--~; : _ ---.,.-:-t . ' + . • -+---- -----... -----• . . ··1. -: --- Oc (). 71 ·= ·-----j ----- -· ---- . ·----! -_, i :-!-,"" . " -·• --+-------+=---=-r=----- 128 I J.. r''-----'-'-+:\L..l I i14- 1 I I J, I 7,0fJ' ~-/:;1.0:::, f 'bC;,,a:>' 010.a:?' 'OD.co' 4/i. oo' 45.00' L 19.85' o/7-18' 49B4 e:,..4,,1 IW.'l.o' 46.ZB' M-46' '71'}. qc;/ <;,e;,a:,,' 7"J. ':7:> I l!:>\c;,oN AVE.NU!:: 0EE~TN~e, APPROVED 126 + 17. 18 { INT /'AMBOREE RO. -{O-f/6CXJ) BISON AVE. 37 ,,,-- JAMBONEE t- •' :z. EcX'l<ci'. e'L.Y. R/\JJ. = = .. UL.Tllv\AJ!5: e 'L-':{ !'<.{VJ. ROAD ' i ' J . 'ZD'a> p 7 AE:i!e>i'J 0TWN <e-"R);:D -~:iic:E'.e.-11"\p. ":::.mfFi , ' ). ii . , I• I ~ I ,, 'I I :;'. ~-, !• < :;__, c; '' I 0 r u :CJ l! ,. (J . ., ~"J '1:0 -~i ,j. ::C' .::: i I: r • {fl. =l Q'I 0 "11 - ,::. C: 7 -"> rn rn ::rJ } 0 :JJ ~ 7 GJ :::0 (J) \ -0 ---- --·t ·--·---'"::~:::::::....-.... -----·-·· ---""" ··- '=·"'-~~.:~·+•~'!-. -~=:~--1-· _·:._-_ ._".":::.-. -...:._";::::· -·-·r--__ ,,._ ... :... - ... --__ ----:- -·--- ...... --.............. Q"'.: ........ . +-· . - . ' ....... J,:;:-::: -· ---·······-·• t\l. -"":·· ... :.·, ·: .: .. : .. ·~ ·····•·• -· _,,___ - l'i:t".-·-+--- ·---· ---~ ···--r-- . -··------, ..... --· ···-----··-·· -....... .. ....... . .. -----'----=-- -·-· ..... -__ --·---- ... _,,. ·-.[.._: -· 1= ---... _ -__ ,,.:-__ 1---_:_ ~ -·-, --- \'Z.8 \I \ WALi...., I j / • } .L .L - L . ~.:__ -........ _·--- -I-•• • ---... :.:::::..: I .. ,_ - . .. .. . cc, . E . . . ........ ---···-···· -'-••····· ·---··· ··- ~- . . CONSTRUCTION NOTES: ~©-CONST A.C. W/ SEAL COAT OVER A.8. W/SC.-250 PRIME COAT PER TAf?Lf OiJ 51/EET 1-/~2 Z CONST PC.C. CURB/ GUTTER PER CITY OF NEWPORT BEACII STD.-18-Z.-L (TYPE 'A' B'c;t) <lJ/!f::-CDNST. PCC. SID?WALK PER CITY OF NEWPORT BEACH STD. PLAN-180-L. ~SAWCUT AND REMOVE EXISTING PAVEMENT PER CETAIL OIi 5/iEET /J.': ~ ~CONST, 4" T/.IICK PATTERN STAMPED CONCRETE. '@-REMOVE EXIST/NC P. C. C. CURB AND/ OR CUTTER ~~ <iJ;ff:;-coNST RC.C. CURB f;'ERC17YOF/JeWPO/ZT8e.ACI-/ 0W-182-L, (7TPlf 'e,') c_"c.F_. &··:i __ ·. ~-CONST. B"A.C. BERM PER 0.CEMA .0TD. PLA/J 'lo/ • • • • • •• • •· • • • ,.':) (ff};f;-PRClf5::::T 1"1 PLACE' • ®@)-RlflL:t::A'TF E>(!'ST TRAFFIC 016/J UiJDffR D!Rf"vTIO!J OF CIT( TRAFFIC c!JGI/JffR --RELOCATE BY ,S.c;_Ef: f'E!R PLA/.J @-CONSTRUCT 4 'A.C. DRAINAGE DITCH PER DETAIL ON Sf.lEET N.! 7 ~CONSTRUCT I 'la'' A.C. PAVED SHOULDER ON COMPACTED SOIL WITH PRIME ·eDAT. (@)-RELOCA113' PE!R PLJ;,IJ '" "' .. ,,,,,.,,,, ,,, 1/, , f"L-£XI.ST. A. C. DITCH AS BUILT N 22° eo 'Jo"./ .. iJf JAMBOREE ROAO j V4RIES z' z' S7e CURVE DATA /,. I-,.. @ 4-' A.C. DITCI-I DETAIL N. T. $. JAMBOREE ROAD STA: l28+00.00 TO STA: /93-t-70.00 PL-A."1 f PROr:lf...;i; CITY OF NEWPORT BEACH R-5454-S PUBLIC WORKS DEPARTMENT SHEET 7 OF:31 ' ' ' I .! J ' ' . I I ' ' ! I ( . I :::: ---~ ' -- ----------------------------------- 1 ' 0 1o' II JA.Me>ORc-E: RO. 0E:E: ':>HE:E:T N2 r;; an1 OlETERICH-POST 2111B ,003 FILM ~ ---------t·------- .. :-:::~-::_r-...,...::.. __ --___ ,.___ -------------------~ ~ -·---- F ----------- ' ~ Pl?OfllE SCA(.£: 1101uz: 1"=40' VERT: 1"=8' Pt.AN SCALE: 1 11 = 40 1 zl ~ <j & '<i 0-, <::, "' "' _, "' -1-'l\ '-f '::i ~ ' -..a. 8 «f~~J ? \ ; HARTFORD DR/ VE (TR, N,g /1041) SEE SHEET NE1.0 FOR SEWER ¢ WATER $El: SHEET Nfl1.5 FOR STORM "DRAIN IMPl?O//£MEN7S -=-r-= ·-:t== .,, -+· -- -- --,--~~-~--·=-~- -,F_-_: --~_:T~~-i.:.:.. __________ _ ----------- - -•------------------- - - - - - ---------~ ----- - - -----------------------.. ----·--__ ,,_ ------, --- - -------.... -----. --------. -,:=-=-==-,,: __ , cc'--= -,=i~~ =---c::t~, ~=--_:::----==- ---,---:c --= =-:=, =----, ~h -- --- -- I ---------------., ------· . . ---·-----------== =1 +-- --__ -'-::t =-! ---·· ., .. --• c,------=1=--___ - - ----+---~ :~.-~---~--1~=: :L~~~+=-~ :-;: ----=+~:--~= ~-: .::::. -~ =-::-::::: ·=-L=:.::_:: _-_-+-':-· --:: !"'-·:_ s: --f=-.t:· --_ R 5004.00' 4998, 00' 4982,00' G'00Z. 00' 4, 00' 5038.00' 2/ ------------------= --:::-:_ -=·~.:::---=j---....:. ---i -c=':t'l" f a ' - °-''L-Y ~/VJ, 'l. CURVE DATA L 194, 2!J' 207. 82' 223, I0' T 97.13' N-A @---1c4•1G'o9" ®>--------87° 02' 3{;" @---92°57'24" @---IG6"08'!5" ~: ~-,1 -1 ~=~~-~ ~:~--l -:_l- R 4,00' 35, 00' 35, 00' 4.00' ' ---; - L 1/.47' 53,17• SC.78' //. 60' /4,34' : f'_. ~-j-~ --:;~:~-:: -T-="=-::l~:_~ :'! -~~ -=--.::l_~ -:_-~: -::::_~-.:::_:::+---:~ -~-~--_ ~ l ---• -·=1=r~;t~.-=-1~~ ~~~~ t --_·.:::-:.r----~~:::~~::_,-~;~ ::.=. T 28.!JC' ,3.24' 3C.85' 32,90' e, 10 ! -r -----· ~~--_:_ .·=-· -- -; r :--t;~ II 172.68 11c. F. \ 0 0 0 di 35,00' 5038 .00' 5002,00' 49!/C.00' llo00,001 4986,00' 99, 21' //,49' 8C,7{;' 75,83' {;{;, 00' 33,59' II l,5J' 49,{;!' 29.49' 43,38' GC,02' 33, 00' /{;, 79' /;0,oZ' ©----0'30'24" @-----19 '09'52' /622,00' 10!:>e.oo' 554.57' 7, I 7 ' 279, 90' AS BUILT /21,23' 4-!>o. \,Z I 124,90' . ' 211',,':>\' GZ,45' @-9°491 IS" ©---14'05',3" @--2' 38.'0411 @~--t;,'0&21" . 11 ~J?ebefl <::fk111, ."William'Ptf>,-t ® r§issociates P<H;!'.f$$10"-A' FNVtr.ONM[: 'to:. e•. ,:/\HE:AS S. FLA'.NERS , ,;;"·"' l.09C! • ~.i: (;,·_,~IL <;"l••t ", •'d'· ,. ''.'•·"'-H CALl~'..·ll'"A el;< "-1) \. ~ ,, ... 0070 PLANS PREPARED UNDER THE SUPERVISION OF • 1•1"3-&I -NEI. D, IIORRISON RC.f. 28545 DAT 1606,00' 1612,00' 0000,00' 0000,00' DATE BY 275, 28' 39B, 9G' 229. 90' ':,U,,17' 137,98' !99.49' /14, 97' 'l.<!>6.14-' RfVl':itO 1. C., El.£:VA11QiJt> DESCRIPTION / REVISIONS APP'D, APPROVED PUBLIC WORKS DIRECTOR' R.E. NO. /'2.f}Cl£ (-1../il-S/ DESIGNED f!.,W.~, CHECKED \,.l. 0, M, DATE G>-'20-eo PLAN AND PROFILE FOR IMPROVEMENTS OF AVENUE '?TA, 0+'00,00 "TO ":>TA· \'2.+'=CJ.00 PLAN PR.Ol=ILE CITY OF NEWPORT BEACH R-5454-S PUBLIC WORKS DEPARTMENT SHEET 8 OF31 J. 'Z,O<,,b7 J, N, '1,of:;,"::>7 ! ' At:.;!01,l:UT€biil1c_ fu(:!.t> -...-.,.""i?-,~.;E.T \r(\\?. "'=>ffift=° J lJ) I i • ' . ---· . Cf./HVE DATA NO. ll @--':>0 4':>' I':>" @--l4' O& ?icJ' @--l".l" 09' efl." @--85'08°/6" ©---94•02'00" ~ 84'J0'4Z" @--I 55' JS' 56' @-22"43' 57" (j)----84'30'42" @--142" 57' If/," @----1'27' 18" @-84'30'42' ®--95°03' 19" ®-rss•oo'oo" ~ I 5 '34 '54 " @-I" 53 148 11 R. 1606. 00' /G/2. 00' IGS8. 00' 35. 00' 35.00' 5.00' 3,00' IOG. 00' 80.00' 3, 00' 4952,00' s.oo· JS.00' 7.00' 1600. 00' 1550,00' Jn7 DIETERICH-POST 2111B ,003 FILM - --+ --J..::....--:= --- -, -----J ------- .IIIL-- l '1:'lo. 'lB' ':£J1o. ':><,d 554. 57' s2. or' 57. 44' 7.JB' 8. 13' 42,06' I 32. 75' 7.49' I Z5. 75' 7.38' 58. 07' 18.94' 435.12' 5/. 31' T \""1. ">6' \')':I .4":>' 279.90 13, 68' 21,31' 8/.77' 8.9S' CZ.88' 4.S4' 38.23' 31.57' 218,91' ZS.66' ' -- 4-C,Z>b,(X)' 400,00' 4ro.w' ---l---r L, '?5110' 71.14' 11.14-' .SE£ ,r/.lEET N.!! 21 SEE S/.IEET N! 24 -r 45.E,S' 35.GG' -. -. ·----:r ·--· -·.:·: -- FOR WATER t SEWER IMPROVEMENTS . t:OR STORM DRAIN IMPROVEMENTS, -_.,,-~ __ ---± -· ---• ·• NEil. 0. MORRl~ON R.C.F. 28545 DATE B)' DESCRIPTION DATE REVISIONS APP'O. DESIGNED R,W.R. CHECKED f.l.O.M. DRAWN R,<:,.M, t l .-' -·-:t- -f ;_: 1 ' AVENUE ':>TA. 1'2.•e,o.oo 'TO ':>TA-'24+6,,l.'2~ PL.l'>.'N A\.JD PK'Of'ILS- I-=---L--- = CITY OF NEWPORT BEACH R-5454-S PUBLIC WORKS DEPARTMENT SHEET 9 oF3 I ' I I! ' / I ··, . :·. :-- ; 1 l _-· 1 --_ -~-1 3 --• j . ' 1- . - - t _- -L l ' :·:· . .t - = --~~•-..._ --~--~: L l - • - l -": ... - - - 1 - • ~::.:: -i • -t---~-r-_·..::: --l ,- -~ ' --:---~J •• ' -. -~ -~-1 -,_ -• - - ·t --+ I - -l i -_---- L - : ---l ··l -. l 1 : :lj0-i . !>l-",11 fp'''r!.r t -l -: L --r· ----=f : .. ·1 -; _J ____ --+--• ·•t·- • -1--_:.{---:l. -· ' I ; 0 N ° LI @--10•3540" ®----24° 17'52" ©--14•19'?.f;'' ®----//'.35'55" @------160 • OIJ 'oo,, ®e-----37" 15 'oo,, @--7°22'00' ®---92" 2!'28" (l)---!JO '00 '/XJ" CURVE R /010. 00' !3C2.00' 120. 00' /394.00' 3.00' 1400. 00' /400.00' Z!i.00' 25.00 1 3fl7 DIETERICH-POST 21118 ,003 FlLM DATA L ,ac. 1r;' 577-59' 30-00' 28/. 57' 9. 42 ' 810. /9' 180.00' 40.30' 39.27' ---- --j - --- j. ·:·t -•· I_-_J_·· l +- "l+ ~. 1 --7 :.,, ' - + ----.:..::-~ --+ - T 93. cs' 29,3,201 15.oa' 14/. IG' 471.83' 90.i2' 2G.05' 25.00' ---... - ---- •-· -: -t ·<·i 1:- --. .:;: ---- ---~:-F:= -. -_:. : ---- ZI r I f I E +- I I CONC;.TRUCTION FORD 0-=\.J0T A .. c, W/0f3AL. COATOVE'I". ,\.e, v/0.c.-'l<x> Pi<JM€ =AT' PER TABLE ON SHE/;T N' 2 ~ C.OfJ07'. pc.c, cu11.e, ~ GL1Tf€R f'c'R CIT( OF \,Jl,tUf!:'RT !!£'.ACH C:if1::>, PLA\.J \.l~ l'o1.-L \l'(fle 'A.' e'er.'\ ~a>Nc,,T. rc.c, C\JR.e, l'e'R CIT( OF \JEuJf'Of<r 1?6ACH ""T'-' f'~A\J I.J• fiO'l--\.. (l'fl'B 'D ') , ...... & ..... .;i ~COfJ'b;, CURI,, t,.cce= 1-!A.MP 1'€R Ctn' OF f.Jev.JP=T 1'>E:ACH ~ f'LAI-J IH 161-\.. (i'('AS '1") .~,,, @-eowe,1. c,"To e,' c.F. TRA\Jac.1,io\J ej GuTTE'R f'Ef<.. c1TY Of tJeuJFVR'f e,eAcl-1 '<>~ PL~I }J~ 1erz. .. \.. lT'1're 'A) ~COtJt.:>T P.c.c,a,105uJAL.-s:'. f'E'f'( cq-{ c,,F t-JE,uJf'OR:T ee'ACl-1 c.,m f'L.A\.J IJ• \W-L @-ca,.4.1..1 CUT A.\..lO 'f'l.·el-.A(:)Vf; ei Xl0TI I-JG f'Wl:?Mel.J-[" l"E'I".. ~..IL-OIJ ~€e'f f.] s 'c> COIJc:,T, 4' 71-flCk'.. PATT1'R\J 0TA.MF€D COiJCRcTEl REMOVE EXIST P. C.C. CURB AND/ OR GUTTER R£MOV€ EXIST. P.C.C. CURB ONLY. r,i=--COtyST .. VARIABLE THICKNESS A.C. OVERLAY \!.,,JO -RELOCATE PER PLAN r:;,f=--CONST. STREET LIGHT PER lf>TREJ;[r Ll&!-/Tf/..JG F'LA.1'1 ~ /fr REMOVE (17) P/2.071;C.T //..J pLA,ce --' (p ROAD -----=-----= =:. -- .. .l-- ---...4 :....a..., C. F' f -.-·1 - t ----! AS BUILT fOR C::J'i;;;Wf';R P--ND WA,E'f'... IMPIZOVE:ME.NT"::> FOi<'.. ~OIZM D12AI N IMl"RO\/E-M1:;f4•f<0 0€,f; '}lo·BI 1-J.OM. lD, Rf:V\<of:0 NIED\AIJ GLl!Zl'::>0 APPROVED a.aJZL, PUBLIC WORKS DIRECTOR' R.E. NO. I-Ult?< ·i - DAT•<-~/c.--=2."'e_-_.•a'-'1/ ___ _ l I : _-_ !:"---' --,,-, 1 1 .. " • . .i ... ·:. ' - r. --= -- f _ _----· .. )-:::r~---·--~--. -. ----- ·,i,. -' J_ l • i ' i ! l i i I _:,._ --t- i L ;'EL.!':PH0\41:; COfJDLllT 0Y07"'M. tf.\ fO\<O tzOP..'v \v., W.t'-Y LA~t.e A\JO C.0\.-!Tl>(AC.TOR 0~0LIU; ~i,e IJece=~ f'\tECAUTIO\J0 I\J uJOR..\<Clt.JG LIE/>-~ IT '27 F0HO ROAD STA. 0./-0000 ro 'STA. l/+-28. 58 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5454-S SHEET 10 OF 31 f t I i i ' , •• : f • .,,¾,·~ t ' ' ( . ' -------- - t------- -------·------· -- .. ----------· ---- ------• •----- 1---- 10 3/71 DIETERICH-POST 2111B ,003 FILM - . . -- - - t- :::---+- I ------•·-· ----·- -----· ,.,,__ • ----:=•---f __ " -------=-:?_~-=----~-~: --:_ -------- --~1:::--t~:==: ~~=::t~t= ~~ :_~; ::.::_~---::~r~s~:-~r~~;~=-~_::-:1=-~--3-: ::-~. ==~-~:_:~ t:g~:_d ~ --:~¥= =--~ J :-=--~:---.:-.: _.J~--s+ :~~ _-t _.:"]~~~~~: -_: 1 -1 ·=-r---_---r-~~:1:::-=c·_:=1 ~:::~:i ::~-_ --1-~ --r-1----§=--:1~~~L~~.--:_~-" -· " __ , --·--- --= . ~-::::-::-- II 12 J·-.: ', ,f,. '·'+il 13 2.1 ·=:_ =t--~~ ~--,-:-...,._ -==- ,:~ ... ~ 'ij~ j -'a,~,z• •= -~ + -t -1--1 ,- ·~ ~ tJ. .. --. \'l._ • ~r I --· -·-wruo - ) 1f? :r: "1 <.> '" II ~ + .. '" -"' "' t ----- ·------.. IS FORD 13 \ .. _;:_ :r ... • :~ :·.· .=-::. '== =i-::- l,~19.•, • _:. -" .·-• . . ---·.-::::1.. -----==----- . §-,~:~::ct :J ~ _: = r::. ----· ;--. -- cc· =•=c _,• ·:Cl:·=, -· ------·-· -------------- . ·-:--: .::_ -::t:"·-· -~:-~ .. ~ -:;_ • - --=::.j ::. --_ --~. :;---• - . .,_ ---- IG 17 18 17 ------------- .S'LY R/W ROAD STORM DRAIN IMPl<OV£M£NTS •• • ~11 'Bei17,,'William'PrtJst ® c:51J,ssociates PROFESS '_'"-IAL ENVIRONMENTAL ENGINEERS & PLANNERS p,--, [(. ,,_ •,,,,.r • 1'111~ ::!UAIL STREET NEWPORT BE'AC..H. 1""'.ALIFORNIA 92.f>tlO • ~PLANS PREPARED 0UNDER0THE SUPERVISION OF N'i,, • . 1-1'3-e,I DATE BY NE O.M AR. N 45 DATE --~------___ --------------•------ ----------------- -----. .;:. c·" CCC' CCC CC )~ ••• . . . C ._ •• •• • • ·= •••.. ·= . .=. -=-.:.-'::C+ .-i=_: .. -• =,·.::==r.:C.i -;= ;::J ' :::,_-:-~ =· ,::: =~~-:_-____ ~~---;-~-t;~;-.~~-1 --~=: ~=--~=-=== .. ------------------- =·• . • :::. F, ~- -·., ~ .j='--· ·~- ----------' • -·-··_-! _ _:_ _____ - ------ -=-~:.;::_~:: .:.:E : --1--~~=-;t-r:_ ·•::--r::::· ::.=:-:r.:.--::= --4------·--- -t. •-• -----·~------~ _. , .-;_-_.r ---L=~::-::::=---;:-:· ::-! ---•. ' ' ; I ~ T. L~ :1:-:. · ,_ .::-, r== • t-:_ ~=: i-::.::-~=r-... I-:·_:.. ➔-~ J _ _J--i ---t--·-·; i . -: : =-:i.~-.::.~0 ~----". ~= J --]_~--- - - 1---------l r --t ' . ·1--. r· ----::=__-_·--= ·=r-f-:· 1- 20 OATA A l. rei,.ER~O\.le' COIJDLIIT 0'!'01<::IJ\ If.! ft:'1'2D IZOAD \0 W/fZ."f ~A\¼l:c A\Jr;:> CO\.lll'2AC.f0~ <:;,WOIJLO V,..\<6 \.le=<'iv.70N:t-r riececAUTIOIJC. ,w \40(.;.001 \400.00 1 '?.00' \A-9,,6.00 1 t;\.O(o.OQI \6.00 1 4<!>.t,,~• 00.'i:,O I 8.cP.>' 1.2>0.1"' %().,Z,\! "72..1151 21. e,s' 44 .'l1' \'2.,t' \ IB.66 \Gn.B81 1.1. '%' uJo;,:.;:: 11-J& \.JE:A\". IT, DESCRIPTION REVISIONS I 1400 .00 1 \e,.00 1 \441..00 1 '?? .00 1 q,,;.oo• \4'-,8.00 I 'lO .Op 1 'lO .001 AS BUILT CONSTRUCTION NOTES: 'l20, '?'b' ,z.e,, 01' G,'2. e,'J;;,I <o\.t:>O' oo.1oo1 94,06 30,87' 'J.\!,.61 I \00.~<\I t1 .e,o• '!>1.412. I M..1.1.t t,C) ,67 I 51.76' 19.4G' n .1.e>' ~CONSTR ucr A. c. w / S£A L coATOlltR. A.b. w/e,,c, 1.f::;Q PRIME WAT f'rR T,1,_e,1..e o/.J 0/./r /.J ,2 '(j)-CONST. P.C.C. CURB¢ CUTTER PER CITV OF NEWPORT 8£ACJ/ STO. N2 IB2·L (TYPE"A "B''c.F) ~CONST. CURB ACCl:SS RAMP PER CITY OF NEWPORT BEACH STD. PLAN N' IBI-L ( TYPE "I") '©-coNST. & "TO 8" CURB FACE TRANSITION AND CUTTER Pl:R CITY OF NEWPORT BEACH STD, PLAN NE 1B2-L ( TYPE"A") ~CONSTRUCT P.C.C. SIDEWALK PER CITY OF NEWPORT BEACI/ STD. PLAN NE 180-L ~SAWCUT AND REMOVE EXISTING PAVEMENT PER OETl\lL OIJ ':?//EE.T f.le "cJ ~CONSTRUCT COMMERCI//L DWY. APPROACH TYPE fl PER C/TV OF NEWPORT BEACH STD. PLAN N!'. 161-L. @-coNsr: 4" THICK PATTERN STAMPED CONCRETE. ~REMOVE EXISTING P. C.C. CURB ANO/ OR GUTTER _____ ,,....--:._~ ·c-··-~ ~--. , @i§-coNST. P.C,C, CURB PER CITY OF NEWPORT BEACH STD. PLAN NE 183· L (TYPE .. · ''D'~,/ '(';\ _ REMOVE EXIST. P.C.C. DRIVEWAY APPROACH, •• Ji'-.· .· ' ~'-..!...,r-CONST. VARIABLE THICKNESS A.C. OVERLAY · 9_,, ~CONST. STREETLIGHT PER 'BTRff:T L.JuHT Pt.AN 201-L, 203-L AND 204-L (jj)-PROT£CT IN PLACE • .. @¥;-R£LOCAT£ PER PLAN ®'@--coJ.J6T PC,C. cuRe, f GUTTE3R Pe'R CITY OF /./€fJJPORT BE'AC+i ,s.p 185-L (7YPG ''<:: ') ,=-REMOVE APP'D, APPROVED DAT PUBLIC WORKS DIRECTOR' R.E. NO. ['2..J/li?G DESIGNED DRAWN R.W.R 8.l. • FE.C. CHECKED DATE N. D./'1. C>-'lo .. w FORD ROAD .STA.' II r.Z6-58 TO STA: /9 +68.!JI CITY OF NEWPORT BEACH R-5454-S PUBLIC WORKS DEPARTMENT SHEET 11 OF 31 -~-~~ J.N. /J.Pif1:f1 ?S 1,-J\l-r2.0N1,~ H:.20 -C;..-T'R':€.E.1"""' IWi.P. Sm.fF I \ I I I I, J -··----------------------1-\YDIZ,o...UL IC, 10. -'?TA Q On n 0,::, O.""4 'J.t:,I O~l -----------·---.. ----,---·-.. ·-·-· --·- -----• ----•-~---· ------------- ------ , --------• ------.""1" :· ~ --=~-__ -_::.-:::. ---- ---------------------- ..-----------t-------• - -. ·---· . - - -----+--- --------~---r--. - _ _:-1:=--=---~ ----~ ---, --- :~:: ~1:-=--== ... ·- --:::-.--::t -:! -+-:_ ··-·"i ---. ---~ •·-' 20 2/ CO "10--rRUC.TI 0\.-J (D-et>W,.,T AC. w/eoEAL COAT overz A.g, wfc:,c_ -1-':P i"l'?.l/1,\1'" COAT f"e1< 1,-.lbl.,6 £)~ ~~er )\.I• 2 -------- ~C:01.Ji';if pee CURI!>~ GUT71!K Pe'!2. CIT'( Of \.JeWf'OR.T E<Ui-1 "'JP FtAIJ \.IQ llo'2-L (W A-B Cf. -A ) (§--COI-JC,T pc,'.;. cuM t, Gu1re12-f!i~ cir'!' of fl<:uJf•::~:q e>eJ,,c~ ""fD_ PL1'1-l w • 1e~-L-lT'!'Pt "D" r,,'c.F.) Lb. ~CO!-IYf p.c_c._ CclDEWP.U::. !1,j2. fill"'. CIT'f Of \l€<uf'.::Rr B€)..Ci-\ o/TO. PLAN W, \e,Q-L ---------------------_ "- @-0J>WCUT Al.JD !2.t'IJOW ex1":ff\\-l'.;, pJ,,_\J€MclJT rl:'tz-vE-p,.JL-o~ ,a,fle'e'f 0' ~ -~-·-·" (j}jf.:f--CONSTRUCT 4"Tf.l!CK PATTERN STAMPED CONCRETE a,,©--REMOVE EXIST. P. C.C. CURB ANO/OR CUTTER. ~CONST VARIABLE T/.f!CKN£SS A.C, OVERLAY @-PROTECT IN PLACE @¥--CONST. STREET l/C/.IT PER 5T,Rtr£T LIG#ThVG PLA,.V @--CONST. CONNECTION ASSEMBLY PER CITY OF NEWPORT BEI/Cfl STD_ ·.312 ·L @--CONST, Mlf,OIAN INLET PER DETAIL Sf.lEET N2 3. ~@-,CONST 8 A.C.P. 2000-0. ~CONST. 18" R.C.P. PER PlAfl f PF?OFILE @--coNsr JUNCTION 15Tl<UCTUR!3 ti"-I PER crrY Or f.lEWPO!?T BEACH STD. 3(0-L. ~ F?ENfOv'E EXIST/116 Di<A!NAC,,E oTRUCTURES. <&-CONST. lb/i!ICI( { lvfOKTAR 6ULKJ.IEAD ~REMOVE ' 3/77 DIETERICH-POST 2111B .003 FILM -' ------,--- =---~---=--- :::-:-·-M.:;: ;~l; -.__ - i .: : : j ' • • 21 1. FORD 2/ lt./UJ. LII.JE, NEL D. MORRISON ------' -------- f--_= __ =1= __ = __ £, _=_=F_ -=_ t.::--=1==1---=---i---:--.---.ic---, -- =L~::_: ---~-·=. -:;_::: t:::::- ----➔ ---------·-. ' ---------=·'--" ==-- -· ----------'" -- --,· .==+=: ---+ --- - - ---' ----! - -= ~ ~·;--.c. - - -·~ :~-~ r-: :_-_- :~·-.1 : • --. -. . -. --" . ••• +:::_-·:~-~::=-~;} ----+-=---~ ~-: _ _-_-:-: :~f:=~i~·--::·~ -=: ~--~_:J :__--r:--~ -_{:==-:: i~:~ :~ ~~~-+ ·:. -~ _::-:: L.-:: "1~ -~--~=::+-_ --i··•-i ----, r· -i -i 1 - 2G 27 21 ROAD ~ C/Jeili,Wtlliam~ 0 c§l.ssociates PROFESSIONAL 'ENVIRONMENTAL ENGINEERS & PLANNERS P.O. BOX 21590 • 1401 QUAIL STREET, ~EY.,PORl' BEACH, C-Al.lF0'1:NIA gzee" PLANS PREPARED UNDER Tlif SUPERVISION OF R.C.E. 28545 T ~ -----+-: -1 DATE ---+--- I;·: -------,--_,_ ----.. -------- _-_ ·t::.....:..... _;_:: }_::--.. --::· -::-. =--= ·_.:;: ---.; -- i -~--r .:.f~~~~---~:. ~:=-1=---~l~=;-·;:~:1·~;· i -, J CC -• • , . C, · =r-:cc -_ CCC 28 11 21 BY DESCRIPTION APP'D, REVISIONS --,---- t=-:-=-=r~-~ :::.- ---..------------- ----------· . ----------------- -------- -----1---• ---------====--~!--------- ---------------- --~-t -~ -, .-.---: . :.:: --=::-, -_-_-:-:r:~:.::r--r ---r= ·r- • l -_ ----__ jc JO APPROVED PUBLIC WORKS DIRECTOR' R.E. NO /'2-flG• DAT /-2.8'--&. DESIGNED DRAWN J:(_UJ ,R, P. C . 8,J. CHECKED DATE N. D. M, 0-W-'cO ----- CURVE }---i:i;.00,~>'1711 ¼0 42-14011 '¾" ¼'.3~l '64°\'1'1'}' ~-e,• 1\'a/' ~A-" 4-0'10' (o"J" ~41 08" 1404.x>' 1?;,Gfl..,00' 1!>'14.00' 1410,00 1 \4oo.oo' !400.CO' 2'1. .00' L. 9e,,1,;' Ill 1-.7&' S'ltt-7'1' ll4-4-.ln' 1.c0.co' \";,!,'7_~ t0.10' T 41.0'.o' <-;,89.ch <\G,-0.41' 4'!>0. 41! I CO. 17' 11':>, G,'}' \A-,41), AS BUILT lt,l.!cP\,lOi-/e COI-IOIJIT '1,'f~/J\ \\J !'ORD 1"oAV I<; -.Jer,.'( L.l,,~c,e A\JO CO\JT«Ac.TOl'Z "'-l-lOUL.D TAIL€ \.l!lC6«:0AIZ'f 1"!2.l:cAIJTIO\J"'1 I W IU?l'!-l:CIW6 \Je/>.1c IT FORD RQAO STA: l9+G8.9! TO STA.'30+00.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5454-S SHEET 12 OF31 .l. t.o<;,'5 7 jlJ' /'/£>0'?7 A£~•hJ'112o,l,,:,. fow -"5~ lrt\R~FT 1- 1 l I I I ' ( ±= '----~- ····. .:=i=·· . . .,, b ,- . --_ ____. ---=i . a --• -' "!"'"_ ·--- t--.. ------··· .. ' -t-= ... ~------ t (7 ! ' ' 1 ,--1 i L • l ' ! 1 l .: j ' i i i -- i C:::S:--• --T- --<'<J--i ·--1-·r-:~f LA. -1 _--~-h t 1 j • l l i , .. l ' , r-; ! --- --~j - j _;. . , ..:..:r --1 * I w I ----+-G' 37 -c:i G ' I YV I ----11/-,---+ ---n_; b §? I =· =°""o=--=-I ---w--=----_ ---~-------~~ u=--==--• --G ~ -,(!:,._ I -....::::::::::~~:=,-_~ ---= ~ ~ ~ t-.l I -=-~... -.J----~.) -----{Jr~ ~ 11>~ '"' Is'. , ~ I -~-' .....,,,. ~ ----G 1 t>,, .. ,.. " ~~ "'11> ~¢: s,,'. -I -~ I ~ '"-. ----~; ~ i~ f Dl ! I t1 ii © I ~~ "'-~--.. '✓----~~ ~ ~ -lw''116DIA.\J ;.<=n ~ ~ ..,__ "' -, :;:: ,'/l 4<;i It:>;€ FLA.1<1; ~ .. , ~r•~ nofl_ Cl "'fo. 10')-L s, .i',,' -~ -- CON ST RUCT /ON NOTES : ;;; feFtc11Y<>lt!,oi-t.: "\ " /, ( ' JJ!~ IJ.,· ~CONST. A.C. W/S£AL COAT OVER A.B. wls.c.-z.so PRIM£ COAT PcR TAe:>L.£ OiJ ,f;,J./(U IJ•2 9 "7 ct:i='"' r,;-,(i)-coNsT. P. c.c. cu RB 4 CUTTER PER CITY of: NEWPORT BEACH STD. PLAN N' 102-L( TYPE A" a"c.F) FORD ,;· $} L ) !\<;," ~CONST. CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STD. PLAN NE 181-L (TYPE"[") R0.1 AD <l "'" ~ 1 fo\V-CONST. P. C. C. SIDEWALK PER CITY OF NEWPORT BEAC/./ STD. PLAN N2 !80-L. M + :z/'s ~ ~SAWCUT AND REMOVE EXISTING PAV£M£NT PER OE7AIL OJ.I 61/cET /Jg S ~f~ ~CONST. 4" TIIICK. PATTERN STAMPED CONCRETE lo ~REMOVE EXISTING PC.C. CURB AND/OR GUTTER "' ;?£,-!DIN EXISTING ~REMOVE EXISTING P. C.C. CURB ONLY. ,&-REMOVE EXIST/NC A.C. BERM. "'@-coNsr. P.c.c. cuRB PER c1TY OF NEWPORT BEACH sTD. PLAN N' 1a3-L (TYPt:"D"J ~CONST P.C.C. CURB PER CITY OF NEWPORT BEACH STD. PLAN N2!82-L( TYPE"B") ~ CJJeirt,,'Willilim'Prost '®. c':Jl,ssociates PROFESSIONAL ENVIRONMENTAL r-.NGlNEEAS & PLANNERE P.O s"ox 2!590 • 1401 QUAIL STREET. Nl:WPOR, BEACH, CALIFORNIA 92Cl63 5-1-81 1/.0.M. 't\ REV. CURB RETIIRN 4TI.ANSOOWNN, ~Se, 5-8·81 N.D.M ffi ADDED FIRE HYDRANT o-1~ 8-Z-81 N.D.M .. & 1l~5.ff rfA~REOJi~NitH'lriJ~fJ!!l<fft}ei, 1~8/ 1;;,;'..!..J-CONST. VIIR!ABL£ THICKNESS A.C. OVERLAY. • ~ CONST. STREET LIGHT PER STREET L/6/ITING PL.AN r,';\@)-cMSr. '-"T08" C.F. TRANSITION AND GUTTEI? PER CITY OF NEWPORT BEACH STD, -182-L (TYPE .':<I") ~f?EMOV£ '@-PROTcCT IN PC...4CE: @>,. INSTALL FIRE IIYDRANT ASSEMBLY PER CITY OF NEWPORT_, 3/77 DIETERIC:H-POST 21119 .1)1)3 FILM PLANS PREPARED UNDER THE SUPERVISION OF r BEACH STD. EiOO-L I !Ell. D. MORRISON A.C.E. 28545 }tl':,.f>I /J.0.M. i RE:\/1'1:ll:0 MEOIA\..t COIZ~'? V<'J'Y'-Lfil 8-.t?-6/ DATE BY DESCRIPTION APP'D. I-1'3-&I DATC REVISIONS ----t,--1 ... _..,_ - - ----- ---t--- 1 i .. . : _-I --·_:;_:__ ----+-- ·-! -- r:--:: -- -I------ ---, ----' ---· ~ 1 l , +·-· ..... . - ----·--·--- ' -··· .. --:,--.....:. ... :-. ·:_,... - r .. : -l ·.:t .. ; 1 --t __ r-__ I r ' - _·-_· . -- ---_,, __ ... .. ·------ -· APPROVED CURVE OATA N° 6 ©---46°48'40 11 @,----92' 53 'J9" @~---!' /;]' 65'' @--36"46' 38" ({)---8' ll'Oli" ©---7°15'!0" ®---14 '33 '09" 0---,0•3i;•55" @1---9'57'l9" (£)-,r,•1q'OO' R /3{!2.00' 35.a:J' /JCZ.00' 1394.00' 1400.00' /400.00' 852.00' 812.00' 80(!,00' 8a'.1cd L , 11I2.1G SG, 75' 45. 13' 894. 79' 200.00' 177.22 2IG. 40' /50.44 1 140. 04' 8Bl.4-I' AS BUILT Nt?TIC~ TO COIJTl:!ACfOIZ. T 589.55' 3G Bl' 22.57' 463.41: /00. 17 88.73' 108. 79' 75,44' 70.20' 1'94.40' -,-eU;f'HOl-lfc COIJOlliT "'1°'~½ Iµ Fi?l"O twl>D '"' vett:"t' u,\"'.GEc ,\\Jr,> COIJ"fR/>.cTOR 0\10,.l\...!7 TAi".e \JefC.C.e00At:!"t' f't2eCA!JTIOIJC? JU01"f<'.I\J<:; 1-J""\,c IT, h~&fuz FORD ROAD PUBLIC WORKS DIRECTOR' R.E. NO /:2..ffel<': DESIGNED R.. W.R CHECKED N.D.M. (-?--a, DRAWN F.C.,8. J. DATE &-1-0-= STA 30+00.00 T0.STA.'J8+83.50 PLAN { PROFILE S-4' CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-54(52)S sHEETl3 oF3 I - ,. ,. ------· ' ' ( Al 0 -;1J I 1 ---o oo ., l.lN€ A A HYDRAllLIC DATA STA. TO .STA. 0 S,, 71 D D-11 Vw De Ve /9+40.IS-Zl•3S.30 /.6 O.<nii8 0.0\~ 18" 0.28 G.88 0.47 3.33 2;/+3<J. 'J7-25•ii4.28 1.6 0.0/17 -o:t>/3· -/(J'" 0.38_ 4. 54-f}.4'7 .3.33 (.ATl:RIH .. /. 6 /13" 0./!) 12 . .35 0.47 3.33 FORD ROAD Hr£T t,JIZ 13 s££ s c:. CASE!! 2 4J I". (Z. -C,. CON<o'TRUCTIO\.J 3/77 OIETE.RICH-POST 2111B .003 FILM ,ll &, ~i ,l • .-) 't~:t \ ":~!1 --t -~ :z ,t\ ..J -\--i ~ ) "' ~ 0 ~ X "' ·-. . ' rf! ') 1 '?l () '~ \Si l ~ €1 i G' ~-0 \ t $ ..J 0 t -\--'.:) \l; SI -•. ~\j ; '. <I' ' ... t; ~ .-. ~ . . . -; . .. .'· __ !·-----,--__ .. _ --•--' -, ___ , "' - l,,1 .. 1..;.1n:m,;lllImi••i!!1I ------ 1 ~ -\- ~ ~ ----- EQUATION: 10 ~ .,; " __l "' -",.g B I ~,(\ ' -0 \\) '° -i 1" :i -:z 230-t-00.00 PER CAL TRANS PLAN CONTRACT NO. 27x CB -= /!8-t-52./I PER CAL.TRANS PLAN CONTRACT N-2 7-159/v"'-c_,, l'7.0 - -.:, & "' <.!, -"' N + -I• -I :::.::::.J -~-·------~. -~ ---.•.. _,. -----------------------·· - \\ , - ·-------,-----,---- ... ~ "' + .:; 11' " + to S; ":: ,!,I_ ·:=:~+~-:..--~ , --t· - --.,.c -=::::: -+--·------,-·-··+----- \\ ~ s.; C, ' 1--'. :z '~ l1l C, ~ Cl 3 c.. - _;4{~ ~1 ' - ----·,;-:::..:_·_..t_ ---- --·- " ---- ~ I'!? p !.,--~~ i- "' ' f2 II \ ~ < i .. '• "' --., ~ 1-.. ~ ~ ::; "" ' ' \lJ ::z .J ::c g .:<( ® ~ -sl--di ,., CO\-l0i\'1JJC.T ~IG\c A\.JD M.Of!-1Atz !1'llt..\L\\6~P ~\J17 flU... r1re wrn-\ 0N--lD-cew,\..l-f o.;...uie.12.'1' MIX-ytl\<I:; -'l-83"' --. .. :,; .. .. ~ AS BUILT'- i ... _ . - _ • Gf?r!be1 l '-Bciq .CWiliiamCJ-rost && c51lssociates ~ ',' ,·'.·,I,,~.• ',P(~NMEN!AC <_N(;•f'.'••.'rl~. & p1_,o• d·RS •-•· _:,,_, , . •:;-•~EE' 1<~\"., ·•"' ,;, ' ,,· '.< "-)J_ \ .. ~ ,.i, e.,·;-l,u ., PLANS PREPARED UNDER THE SUPERVISIOI< OF • 1-rs~ e.1 DATE BY DESCRIPTION NEIL O. MORRISON R.C.F. 2~545 DATE REVISIONS DATA 1z.' NO. 4 , lC./c.,. 10£1/JA~K P£\Z. u\{.1'12-\~ "5!D. I,\___ 6"4917" @>-=---71 • 17 '03" @--tB'Z/'04" @>----15!, •04.'~· ©--1' teJ'?h" R 400.00' 83. 00' 120. 00' 3.00' M1..00' 1,;.00' 100.00' '3.00' 224.87. 224.87' l4!>708?/ zosG:oo' 2000.00' ZOC8.00' '20f:J'? o::) I L 47.62' /03. 26' 27-96' . 8 02' 41.':>4' 'lw.O'!:/ 71..t¼' T 23.84' 59.5!' 14.05' 12!;:>·/.., '20.7]' \1,10' 31).1<:>' rz.oe,' /S.55' /4. 6f)' 104.1..71 339.89' 353.39' 34/. 87' ~36 .';-1:J I APP'O. APPRO.\!EO ·~ ':>'?Y''lr:J 00" ®7--41'44'4-'7" ®---. I r-:fi.. C!i,' 7:1" ([)--7•54'42" ®>----1· 28':33" ©---()•49' 1';?5' @---18°4626" @--20°02'28" 1®---!8'4C'2C" ®--I B• 4c,' 'I{;,' @---o'q.'l.'o'l!' 14¾4-.B:f ?.%' 31. 05' 2934; '1-oB. 13,?>, 673.68 699.57' C77.C!' Gl/71: 177.75' 88.B7' MACARTHUR IJ0IJt.EflARO PUBLIC WORKS OtRECTOli' R.E. NO (-Z..@a:- OATL----'-'--26'="'--""eL-----I DESIGNED rz..w. "'-· CH KEO IJ.D.M. DRAWN B.J .. €>\..I.I. DATE v-'l.0-'bO STA. l/5+02.12 TO STA. /2S+OO.OO PLAN I PROFILE I STORM DRAIN CITY OF NEWPORT BEACH R-5454-S PUBLIC WORKS DEPARTMENT SHEET 14 o<31 l.N. 20537 , l; I ,. ·1,_1. ""·'· ;'' • / ~ ~ 'i '-~ ~ Ci., " ~ lli It-, ~ ) 1 ~ Vi {:\ lJ'l ~ lJ) ~-0- 1 ' aa· ' ' I ...... ---' ...... --- . ---·---· ···--~ ' -------· -· - ----t - - ._. .. • •-4---~ -------' . ---•--~ -- -~.-~-t,-.:_::-:~---.:...= --- ----+---' -·------• ---------·· 7t·-=-1_-_ ---·----+ ..:~ ---- --,-::_-• ··-=------·.:.:-__ 7_ _·; ___ -----·t--.-·· 1-lYD~\JLIC q OA.1A. n O l)n 3/77 DIETERICH•POST 2111B ,003 FILM ,,_ I 0 C ]O +---+---, ---,---;· -------- :J:::::: • --- - I =-:: --+----' .. :·_:_:t:::.::=:i:. --~- ' • --;........._.._.-.;:: • . --~-~-;i -· , ____ _ ·-- ---·-+ --• ---1 J;.:._' ~::~+-·:.: .. 70 +++++++++++++++ ++++++++++++~+++++++++++++++++ ++++++++++++~+++++++++++++++++ ++++ ++++++++++++~++ I e, C0\..10il:>cVC.T l!>i'ZI (:,IC, ..:wo M.oi:z:rA~ l?\)L.K.\.lew e>oTH E;\.JC0 A\.!D fiLL, f'il", 1>J11H C::>~1-11) -ce:M!l\-11' P.::Ll.llZl"'.y M.ll<[Ute'.Ei . . ' ' ' . CASe l"I N8°/5Z8"E ~ CONSTRUCT VARIABLE THICKNESS ,A.C. OVERLAY ®-CONSTRUCT C.S.P. RISE:R PER OETA/L SHEET N12 3 CITY ti 1:=-~-tNSTAt.L. ST/fc£T LIG/IT PEii? ,57,f:'Efl .!-/GI/TING PLAN v •· ·~o... @--O:,sJSTIWCT COI-JGRESTE. "'c;oev..JALK. f'l3?_ DE= L , <&1-le:<!eT" ,:; l2 l4 . & ~ '-_;;""----,; -------.._.;----·-•--"' !, " _,, . ---• -___ _.,. __ ___,. ---__.A--..__.,,-......__,..__, q; <1: OF NGWPORT NEIL D. MORRISON -·~---• "---·----+- -----.. -----_ ~--:t:=:--=- ----r --t • . - •• ~ -ca:,,,~ ---·---·· ---{iJ . --::::..---:::--r:...---- I / / I I e,o\JLE.VA\<D __ : ~-::~t·~::1::=!:=J=-~:_'.:r4,} E=C....:. .-,·+~=L~ : I • ------------ 7 AS BUILT PLANS PREPARED UNDER THE SUPERVISION OF • 1-111-e.1 R.C.E. 28545 DATE DATE BY DESCRIPTION REVISIONS , ~/IJ! APP'D. :=.-::::1:::·_::~~:~iJ:~-~ -, -~==-::.: --~ ·-- 11 / ++++++++++++++ Ji Ji APPROVED PUBLIC WORKS DIRECTOR' R£. NO. /2806" DAT /-2,;:?- DESIGNED !'1.'ll!Z_ CHECK~", ,-.,.O.M. DRAWN e,.w:r.. DATE c.-1..0-eo- -----------~ • ·::·.i-- 1.. --· -+- ·-· ----.---- ---+- ------+-- - --·-• - . , 20• 01?.' 28" 18' 46" t'.G" l8°46'Z6" I 8° 46' i?.6" ---•---T'"--,--- CURVE R 2.000' Z.0%,' Z.068' 2050' DATA L 699.57' 673.68" 677.C.I' 67 J .1e.· T 353.39' 339.89' 341.87' 338,90' MACARTHUR BOUUVARD ( STA. l25+00.00 TO $TA: /J5+SS.2I PLAN I PROFILE ( STORM DRAIN CITY OF NEWPORT BEACH R-5454-S PUBLIC WORKS DEPARTMENT SHEET 15 OF31 ~-z=·,n J. N. /J.0>:J"b7 Af.£o'-1 UT£ot.J1.::.. 1=-"cil!.D ~£..,..,.-e:!'...6,;..,--1,,,~-. ">.l('L-~ I : I l ---· _ .. _ ---------·---- -----,---. ---· --------- CV-RVE DATA NO. ©--®--- A 71)06 '37u 2"41' /2 " ®---2"29'4G" ©---100•01'!3" ([) . 85"58'14" ©---4z•s3'13" @>---28"58'05" ©--------14 8 • 25 '59" ®---42"27'14" @--84° 30'4.t' @>-----.9e"3l'ZI" @>---I• 40' 3J" ®---,co· 20'50" @--3,•51'5G" ®---148'27'32'' @---!"05'20" R zosc.oo' 988. 00' 1938. 00' 95.00' 5. 00' 83. 00' 120. 00' 4.00' 11/.00' s.oo· fi.00' 1944. 00' 3.00' 100. 00' 3. 00' I 944.00' ' L 255.IS' 41,,39' 84-43' !G5.84' 1. so' CZ. 13' fl0.C7' 10. 3G' 82,25' 7. 38 1 8.42' SC. BG' 8.40' GZ.GO' 7-77' 3C.!JS' r 127. 74' Z3.17' 42.22' /13.ZG' 4.fl{i' 32.CO' 3/.00' 14.15' 43./J' 4.54' 5.GO' 28.43' 17.i/2' 32. 3C' 10.GZ' 18.47' -._,. __ .c,,., - NO. ,6 R (!)-;;::;--GO'OO 'oo" 2ifo.0rf/ @--9'47'49" ~38'01'18" 22.so' ~9°47'49" zooo.a,. /'-\ '&! , . .. ' ( ' -'II ~ II: .-J ,,_.,-~~-.,.. ... , .,,_,,,.~--. i ,, ' • ,-·-. . '" . . -. . --:,-.-· -.<t ------- -.. --·----------_-------.. :: -- -1M 'E_' - ---------·- . -,·· •.. -----. -I -i---·· --·r-... ,---------·· ---_____ !, ___ -----~ - ·-- . ·--r::: --~ ' '°'·" _,_ ... "" 140 1.4-'L L T <J 94. 25' 51. !JG' Iii -,,_l'Q 350. 53 ' 175. C9' ~~ 14. 93' 7. 75' <:,; .., 341.'JfJ 171.41' ... ~ €:l..Ev. A: IWa'.l " tL.ev 11' ~ \4-e>.CO ft..€ C • I 4-t;, .'1'/ .9 . ..;!~ J.5· 1G ~" [ii, % ~ l% ""' . i 73 = ""..,.,. l, A . ~-;y_ CITV OF N EWPQ_RT Bl:ACII R/111. CONSTRUCTION NOTES: @-cow0Tf2.\)C.T 6" /le,. /18" C. T. B. <i!f'ff!::-1NSTALL .STREET L/GIIT /"E'R STREET LIGI/T/,1/G ~A/,/ MACAg I I-IUR @--CO\-lv.1fRcti' P.c.c, i.,1D6~ f'e1:1.. GIT--r Of' weu)ft>l'<T e,euH "'TD. Pl.AW 1J Q 1 =-t...; G " A. s. ~ G:>~CLl'f )..\.,le, !'1'E:M0\/6'E:X:I0T\WG> PAWN\E:1-r( PE:K D€'f1s1L. 01.\ 01\E:1'::f \..le'? ®--~t\.OC/..~ W OTl-1~ • ~wwn~ve,1 4 • i\.1 1 GK-p,1..,1el'!\J <s,,-t,.µ ?&:> co1-1ci:11c-re ,, CONSTRUCT I ON NOT£ S (CONT. ) @--coNSTRUCT P.C.C. CURB ~GUTTER TYPE AZ-8 PER "CAL-TRANS" $TO.PLAN N•NB·A.J/i::A.B. Mco...~crca...,c.e,,m;011:,eawALKl'tE!2.=r"AIL-"=>l-lE<ST°'-1£. 14 fiiiJ%--coNSTRUCT P.C.C. CURB TYPE AI-G PER "CAL-TRANS"STD. PLAN N!!N8-A.//fl"A.8. ~CONST. GUTTER DEPRESSION PER CAL-TRANS STD. D 78-2{W•e',D=:?'') @--rotN EXISTING. ,, ,, ~CONST: CONCRETE PIPE COl.lAR PER CITY OF NEWPORT.BEACH STD.·3/3-L ~ CONST. P. c.c. CURB PER CITY OF NEWPORT BEACII MD. PLAN N 2 183-L ( TYPE D ) @-coNST. C.5.P. RISER PER DETAIi.. .SIIEET N"' 3 ' (j)-coNSTRUCT VARIABLE; Tfl!CKNE:55 A,C. OVERLAY ~~,Ji,'£ £XIST/,l/0 l),'?,4/N,4GE .!7c/l/Cc ®® C.OJ.J<&T. 4)/-{f:f:L.CHAIR P/>MP PER DJLWA/.J'=:J '<>"TC> A..6,/.J /Jg /J8-8. I @--RELOCATE PER TRAFFIC SIGNALIZATIO. N PLAN. . AA hr:\ 17 -PROTECT IN PLACE 7 COJ.I'.',[ 'R.~ At.JO PROF/Le' -If ) ,JQ; CONST. 18''.,R.C.A PER PLAN ANO PROFILE. ,Co/.lST-NIODiPIW i.c,,AM. P\:21\/t:~-~{-f'eiz' G11Y Of' t,JEWF't:'1':'.'f -!$6,\C'1 ~ (JJ)--coNST, 36 R.C.P PER PLAN AND PROFILE. • • .., ... \v<7-L-(£," P(.-lc-1 IP" A:t":,,) • _,....-::;--::-;-;-------:-@%---coNST. JUNCTION STRUCTURE Ni I PER CITY OF NEWPORT BEAC!-1 STO. NE 310-L 78 W~'JU!JC]10iJ R:ftRC/C(Ui<G Al>/ F-r:R err( OF /./s,}PORT & C/.1 ' lw\_CONST. ORAINAGE INLET TYPE "OL '' PER CALIF. STAT£ DIVISION OF TRANSPORTATION '217D -_SIO-L (,woou=tGD -!JO MA!Ji-/Ot..E";_ ~ ,.YatJ/r/E,C, ST.!J, .P,(AN c,;,_z-11 . .,s-e,£ /:JET,4/,t. OAI S/11:E:T 3/. COfJtoT. CA"fCH 17!:>AhitJ reR Cl?TAIL '<:>~£:!?T =-~ 3/17 DIETERICH-POST 21118 ,003 FILM ~ &OUL.EVARD .tt}bert C/Jei.17. ::JVilliam'Pll>s1 N, c::'51Js..,;ociates ;.>l';<Jf-F'>'" 1.1~.~I ,,. V':"t-l'AL !:,NG, , >-I!' i. F·i ... raNf'j..;-_, NEIi. D. MORRISON ' ' PLANS PREPARED UNDER THE SUPERVISION OF J.-\'3-&I R.C.E. 286~5 --· -- --· ---. ---- --. ------ 1/fi 5e' • 4' II \\ ~-• .r,~ <:=· • \ \ ·:;, -· .. Ri ,. . , . , DATE BY DESCRIPTION REVISIONS -- ---·! ·=. -· ··:.~' ---= ·=t-c : ... --- =----:.i:=.- HYORAULIC STA. TO $TA. a So O+OZ.83 -o,1.z4,t¼, 714 .037Z 0+Z9.53 -/ +63.0S G>S.I .03% /+S7.7Z -Z+6/3.89 ""'· e, .o4,Cf2 2,+67 .8"} -5+97.07 ¥}.\ .Of:;O(/. 6+01. 74 -7+5'3.!SZ. 1'"/.1 .0400 7+;uJ. I 9 -8+97./9 -:;<),1 .0/C/P ,i4• l-~ e \..1111<\11'!<.ll> 'll. I ~ l.AT.S-RAl. 'I>:'!> .0.212 l.ATeRAl. '2. '!> .,CJCC l.A T ltR-AI.. • i'J.'o '.14Bo . DA n .013 .OJS ,013 ,Q/3 ,013 .0/3 ,0'!;, .QI$ ,013 :4 D ON VN De Ve 36· I.G,? 1€>.1 //,G:,1 10.1 3(." \."'1 16.'J,• '1..G,~ \0.4- 3"-" \.49 \6.0 //._(pO 10. I 36. \. 16 \").0 1..1.e, ,!,_(; 3(," I. I \(p,I? 1-7.1 36" L,;, <). 0 ,Z.,00 1. 'U/" Gl-98 l'!>.<o I .&I\-7.G> 1.4' 0. 40 1-'? 0.G'c> -o.6 ,e~· O.\<,, 10-4 0.0~ -o.f? ✓8" 0. 41 11."'7 1.01 '1.o -:~•~--;·t~~-.:.. -:~-=~1·:·--:~~~--:-::iS· J: ,----- _:-:::-J::-:-:·'"-~_-:-:-,::_· ··: .. .:: .:L:::-:".=:-.::::_·_:-:._~_:;.~ -:: --•--- -·~ --+---• ,____ • ➔------,. ---• - ---•• . . -·-. -__ _,_ I\ -.. ,------------ -_ :.;==· - -----------~ -.. ------------·--------,-. -------·-·-- ' -: ! -. --·•·--. -· ! -! --'--➔-----· --·----------·=-~+-.:· ... ·1;_ 11..,UC,. '6' e· '°"'\.JO !!>AC.K<"ILL 6\.171 iz,:; e,oX' ,,., F'jEc 12'. f'lf'I,-10 Pl.../ssC6O OIJ G, ' Ml\.!. Of <oAl-l,::J PIPE PLACEMEWT \W RC..~ ---6 ~ -,,r:,• A-:>' 'l~" ,......_-! K" 1'1.0.00' ++++++++++ • + + ... ~ • L~ 1G.09 -r ~ ':,e,_7~• AS BUILT 24-+ C7. 2.9 t BISON A VE. APPROVED APP'D. DESIGNED R.W. R. CHECKED N.O.M DRAWN F.£.C. B.J. MACARTHUR /JOULEVARD STA. /,3S+55.21 TO STA. !45+76.06 PLAN I PROFILE t STORM DRAIN CITY OF NEWPORT BEACH R-5454-S PUBLIC WORKS DEPARTMENT. SHEET 16 oF3 I ;, .z..:;,2--t>?. 1. N. 20537 ~~L~>J.ur-.. ~l'J.1--. Klu,--..;,.,.P?J:E:;·· IH11.r'-61:,.~c:- f I ' i:i' j I • I ~ m 'I -... 11) 0 'II Ul ' ~ ~ :'i lri ::t) . I \J'l ~ Ul ~ V) .. i .I ' ' ' , ________ : __ - . . ' . -----............... -----~--' ' f " \l.r'' ' ............ ~ ,µ,i: ____ , r ' -~- ' r ' t ---L---'--'-~-.L..1-~~L- .i . l i -""---'~----·'--'--'-·-. L .• J-, I ' .1 t ~~-"----+1---'-·--!---~-L l --l-. l ' . . ' ------,,,,.,_ -""~~ ... ,. . i l ) -' ----· --1 ,. ' t • • • £ .lST.:. FtNJ;Sll£0...i.StlREA l l 147 ,· t t 1----.1 ___ :. ---" ..... L.;-+-,+='-+=+c+c:-'+++-+r➔+-±.,,-;-+-±--'i--'+=+"-+"'=' I ' .. ,.t. , 1 , __ r· ·•---,--··•····. +----!----+0-li"'c+=+=.i-+=+:=Fc-,=±,.-+:-c-:!=+=+:-'-!-,+=.J==::=4"'-• -1 --:---7---t--~----:1.c.+ .. c.jc.-C-.;r.:.1-'~:~· ='-'-=1.crr..:c.cc...;.....c;.cc..Lc_jcccc:...c._,c_t-l-"Cr:.jc=.;ccc.rJ==ccrrLc.r.e-=. '14ti PROFILE SCAlE: HORlZ: l;,=40' VERT: l"=B' PZAN .ftALE: /11= 40' ,'1)5':l''"l~ ·-·: ~:--:?7'::-::'~- i 150 151 GJ(obert 'Beirt,.~lliam'Plbst G& c';llssociates • PROFESSIONAL ENVIRONMENTAL E:NGINEEAS & PLANNERS PO. eox ~~9Q • 1401 QUAIL STREET. NE,.WPORT BEACH CALIFOR"-ilA 9269"3 • NEIL D. MORRISON R.C.E. 28545 ~ATE .... ; j t ' . .-. .• J_ • ! .: •--' >-' ' ___ ,,.... __ , ---- ' ' ! -: %. -.. F.<l;,. I Z DATE BY DESCRIPTION REVISIONS ' _· ._'.:. ~--•~-.: t:: •.• ·1 1---- ,. ' -•• -~T~•-•,--• • ·+ -.----·-- t ' i--4-:'-c:===="==~·-l. i '' i AS BUILT APP'O. APPROVED PUBLIC WORKS OtRECTOR R.E. Nn ('2&¥ DESIGNED ,., 'l.W ..... CHECKED 1-1.0 M . DRAWN •, V.N.)., MACARTHUR BOULEVARD STA: l45+7553TO STA: l52+3S.46. P'LAJJ 1 PROFILE: .CITY OF NEWPORT BEACH R-5454-S PUBLIC WORKS DEPARTMENT SHEET / 7 OF 31 .•. 'U>S 3 7 J. N. /lo(::,"? 7 _1;,~E~-cJU'f"l!;'...::,1\.\.C--;-~r-:,p -~,,~r-tmf? ~r"\-'. . ( V) (, ' ).,., r ' \"-< i> :·}' ' ;\JR), I I ' ..... -s:i C) C ' • ..... ..... ------ --------_, __ • ·---f-.---. -- : .• • - I --- I - I ! . _j__ l -. ' --· ___ -\ -_, -_-I -_, ' ,l -J--- I ,_ ' CONSTRUCT GO"!. 0. J ·J --r. I .. ' MANHOLE PER CITY 1----_,, .STO. 403-L -• -1-/ ---.-::· - I 1 • 1-· ,' ! l •j 1 t i J-- i ·.: '• ''· + t-··-• L .. --• ·- ---. ' I --I ----' __ L __ .. -1-. .r....:-· I --=-\-= =t- '• I I I l I ' ' --I i• I e,,'P.v.c-. ® 17. 46% /\J '1,4•~4•t,o•i, I I) PLAN VIEW - - -' ' ' - -I-----'-::::::· - --- -' - --.. . -·- • :: -· - - . l --_- -----I. -.. ~----~ --r- ---__[__ --I-....-•• -- ----- -----+ --__ ,. i-:· r:;:-.,:_ ___ --;_ ··-- -l -·. ----· --1--------.-.- -----1 -------· L ----~ ----- j_ A .,·_-. GO'[ ' • •• •.4. i-~----='---------1} _,, G"WY£-----.\ ,, / G"P.VC.FORCEMAIN PLUG £ND WITH THIIEADED ~1,--'-.l:'c..• :_· 1.(1....L~-~, C4P FOR REMOVAL .' • 11 G 0-1/9B£No-:,.}. ~ ., A·: .. '' 4 •• , 4, .. VIEW MAN \.-lOLE. DE.TA\L CON01R.UCTIO"-l @----tlJ<:,TA.L\.... ':>TJ...1-loA.t=,?O MA.I-IHOL.E' !"€:1'1. CIT"(' Of' \..lewpoR.j @f--1\J':>TA.L.L G,' a.A.~ \G,o f'. 1/.e,_ fO~ce MA.11-l @-cow0r. Df<oP MA.WHOL€ l'el'I-oe-rA.I\.... OIJ ""'1-1€:ef IJ"-16 @-------p~orec.-, 11-1 f'LA.c-e _-. =t ·-±=- .- ' --i--' I== -i---1-· +-- - ,iJ• ;,2ilil, - ffl ~:!. t::-=: r: ~ --= ~- -r- -·-' II I "' h. / 65 r -l-- ' _I , I ! -l -I I -. . i ---- ---_ -----, -- t==--:L t-t ---.J --- ~ ---=--- -1-_t-r~ ----' --- -_-:(- -r:; 1 <l-.: -cb-d ; J-i 11'2. 7 --I f--- , __ _ ~ -1 -_: :-+-_-;_: ' • -f --· PROFILE SCALE: • HORIZ: 1"=40 VERT: 1"=8' PLAN SCALE: 111=40' l-R/W LINE JAMe,oREE. --------.:::.: ' l I l -i -_I ,_ \IA- ' ' 17 ~ 1.Y \U I I - I ,- I r- -- --- f-- --:. --_ L: - -__ -_ 0, •• ::z - .. . ----~: - r.:.:...:· ;; -- I l ·l::_:::..._1,. . • I - .::~ ' - FOR. STREET IMPROVEMENTS SEE SHEET Ni 5 AS BUILT ~ CJJeiri,CWillia.mPif>st ® c'"/1.ssociates PROfSSSIONAL ENVIRONMENT AL ENGINEERS & PLANNERS P.O. BOX 2~90 • 1401 01,/AIL STREET, Nt.WPOAT BEACH, CAL FO"INIAe 92eCl3 \ ' ~ '. \-• , \ PLA~ PREPARED UNDER THE SUPERVISION OF ~N~,L_";}l..,..~~~1\/~\=:=:::::___ I~ I :I-e,\ ~ ,-----· __ __,....;.:c......:::;.:.. NEI. 0, MORRISON R.l .E. 28545 nAT~ DATE BY DESCRIPTION APP'D. REVISIONS PUBLIC WORKS DIRECTOR R.E. NO. /-Z1lOC DATE__ (-U~- OESlGNED R.W.R CHECKED N.O.M DRAWN 8. J. DATE G>--zo-eo JAM80REE SEWER CITY Of NEWPORT BEACH PUBLIC WORKS DEPARTMENT ROAD R-5454-.S SHEET 18 OF31 l N. /J.0(;;,'<' 7 ~lZD -::,~£\ \Mf'. ~fl: ,, ( IIG, ------------- '\ \17 CONSTRUCTION NOTES : &---INSTALL C" CLASS 160 P. V.C FORCE MAIN '@-INSTALL CONCRETE ENCASEMENT PER DETAIL SHEET N-23 ~PROTECT IN PLACE. ~NSTALL STAN OARD -1-8" I.D. MANHOLE PER CITY OF NEWPORT BEACH (P.ilC-. ft:;, iO PA""::> Tf-/F20UG/-( MAI-JHOLE WIT/{Oi.JT 8e'lt-/6, cur:) _ l'lO 111 -.- STD fV1'402-L . -------·-------·------------ --------__ _, -------- ---.--- AS BUILT ------· -------~-- ---------- Blcc,C>N AVENUE: \'2.e, J I I I I ··--1 I FOR STREET IMPROVEMENTS SE£ SHEET N!'G FOR STORM DRAIN IMPROVEMENTS • CJwbe1l CJJeil[,,'William'PIDst ® c':)l.ssociates NEIL 0, MORRISON PROFESSIONAL ENVl~ONMENTAL ENGll'<IEERS & PLANNERS P.O. EIOX 2590 • 1401 QUAIL STRCET. NEWPORT BEACH. CAUFOf-lN!A 9266.j PL \NS PREPARED UNDER THE SUPERVISION r RC , 26545 AT DATE BY DESCRIPTION APP'O. REVISIONS APPROVED PUBLIC WORKS DIRECTOR R.E. NO. /? SX OAT.__ _ _,(_-_,2.S=---"""----l DESIGNED DRAWN R.W.R. 8,f CHECKED DATE \.l. Q. tvL G>-'1.0-'bO JAMBIJRE£ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ROAD R-5454-S SHEET 19 OF 31 J. Ws-c:,7 f.\.l. 1-<7<:ft,7 ~eorJUT"llDNLC... i=oeD -----Bd4~.j \ff\?.~fF { ( -~ $_:o~ ..... ~ ~ ()J .... {J\ ~ fl\ ~ )'.\ ,-, • ,f /" U'1 ~ \.JI -/:::,. V) • ·(,- . - L ------r: ··! - ' l I ! ' I I I ! l ' -' ' ' l ' ! -1 l • ' ' ' ' . ...::,. j ' ' : _ J ---·-i"_:_ .. L ' -+ -+ l I _j J . • . 1 L -----:_:_ F l _ + ! 1 I L L+1 -1 1 ' 1 ' I l t • :ti;.~ I : r r l-t--+- ! . t ; I l l ' ; t -.t . : f----' . ...:. • -. .; t ; • l ' ' ~ -_ 1. J • . i -.; -+ -• ' i t .1. ·• I I ' ' 1-----:----+ t---,---:-~~ , , ' l -l --- .. : I. -t • . 1, l I ~~~--- """+ ; ' : i i -+------I-- ----~.:..· tJ \ 1. '? 4 "'7 PLAN SCALE: Go 7'-e , , t"=40' \.c_ ' j lo ; II JAM~E:6 '2.0J:,..O SE£ SHEET N!!. I 9 -----£X,JC 11w \ I I I A CONSTRUCTION I --I I NOTES: 4 @-INSTALL (;" CLASS 1/,0 P.V.C. FORCE MAIN. ~INSTALL .STANDARD THRUST BWCK PER CITY OF NEWPORT BEACH STO.N' ~10-L 1!.,;-----INSTALl IZ" CLASS 200 A.C.P. ~DRY TAP TO EXISTING WATER MAIN PER PLAN @)--INSTAL/ STANDARD 48 "I. D. MANHOLE PER CITY OF NEWPORT BEllCH STD. -402-L (P.VC,. IP, TCJ PAP.>h THROU6J../ MA/.J/.IOLE' u.JtT/.IOIJ1 (!,e'fl-fG CUT) @)-tl-ltbTAU-/'7.. • aA= f":;10 WT1e/2..FL y VALJe. I 5 )) I GO I-IARTFORO ORIV. . f:. STREET STATIONS ' --+ ~I -----e.X.!G"W EX.G"G ------ I 12 . , "' ,, I I I I ' ' ' G_ __ i..--- ~ ---~-~;.---1 ~ 7 ;-Zi-us. f2.__,--I ~\1------~9~,·----l~~.;_ ___ -----l-----.:::-::~-=J,:-:::::r~]"'«,~~ ... r\;-;-;-;;jfi;3f;~z;:i4f;"~S~-~D~'-~-~~;::~ ' I AVE.NUE &O ' ~ CJJei11,,CWilliam'PttJst c& co/lssodates PROFESSIONAL ENVIRONMENTAL ENGINEC:AS & PLANNERS P.O. BOX 2!590 • 1401 QUAIL STREEr. NEWPORT BEACH. CAL!F( RNIA 926c3 PLANS PREPARED UNDER THE SUPERVISION OF .,__ FOR FOR DATE STREET IMPROVEMENTS SE£ SIIEET 8 STORM DRAIN IMPROVEMENTS SEE SHEET NE BY DESCRIPTION APPROVED PUBLIC WORKS DIRECTOR R.E. NO. (1 ex / ~ -, ,, __,,,,, APP'O. DESIGNfO R.W.~ DRAWN 8.T. \ .. \ © AS BUILT &\ca,o"-1 AVENUE- WATER. ¢ 8EW£R CITY • OF NEWPORT BEACH ._ _______________________________________________________________________________ ..JL.. . .i·•~•--~-iu~:11..--------.JR;ij'-~!i.-545 DATE REVISIONS CHECKED N.O.M. _DATE G,-'2.o-&::, PUBLIC WORKS DEPARTMENT R-5454-S SHEET2O OF31 ,i '}..O&;'e>J J.N. 't--OC;J'!:,1 .A:£.~N\rr'Cbhl\C... ~p ~ '"'P. ~FF' ~-•• '•\ \,, ') = ~ I - - 11 c::, rv ---' -I=------. -,--: --_. CONSTRUCTION NOTES: &-INSTALL JG" CLASS 2.00 A.C.P. ,&-INSTALL 12" CLASS '200 A.C.P. ~INSTALL 10' CLASS '200 4.C.P, ~INSTALL !G'' CLASS 150 BUTTERFLY VALVE ~INSTALL 12" CLASS 150 BIJTTERFLY VALVE 14 '@--INSTALL tO" CLASS !50 BUTTERFLY VALVE ~lNSTALL FIR£ HYOR4NT 4SS£M8LY PER CITY OF NEWPORT 8£ACH STO. N! !iOO-l ~INSTALL 2" BLOW-OFF ASSEMBLY PER DETAIL "J" SIIT N.!! 3 _ ~ CONST. STO. THRUST BLOCK PER CITY OF NEWPORT BEAC/.f STD. N.!! !i/0-L. &---INSTALL r." CLASS !CO P.V.C. FORCE M4IN. ~®-INST4Ll STANDARD THRUST BLOCK PER CITY OF N£WP0RT BEACH STD ,V.!! S!O-L r,;:;-.6 REMOVE 4ND OELIVER TD CITY OF NEWPORT BEAC/1 WATER DEPT. ~RELOCATE Pt:R PLAN @-)NSTALL STANDARD 4B' /.D. MAN/10/.E PER CITV OF NE'WfORT BEACH STD.-402-L ,P.V.C. I.S TO PASS 7#.-<f'OL/G,t/ /l#AII/OLE 111/TIIOdT 8£/AIG CdT) ~ •• :z (JO ::x:: .. - ~ ii --- ~~ ~ -- -- ---_- . .. -' -::--_-_: __ _ ---• -' ; _--_--- -·-. ------··· ----,. ---- ·---·--. -· -__ ,,_ -----··-·· .. -- -1-----· -..:. -_ -----~ --·= --~t----- 1 -.. ---:· _- -;-·i ._. ----1'."" -- • • _' -----r ~---1" -_ - -··t --' F.:11 NEL D, MOflRISON ~fl CJJt.il/,,'WiliwmCFiost ® c';Jlssociates PROFESSIONAL ENYIRciNMENTAL ENGINEERS & PLANNERS P.O. BOX 21590 • 1401 OUAIL STREET. NEWP0Rr BEACH. CAL FC.~NIA 92863 PLANS PREPARED UNDER THE SUPERVISKlN OF • Al"'.E . .,A545 MOTC DATE BY DESCRIPTION REVISIONS -----· . ------·-" -------· . ---I- -1 -- ----- 1h APPROVED @w,U PUBLIC WORKS OlRECTOR R.E. NO. ( 2,&'16'. OAT• (-2.lfl-,ff / APP'D. DESIGNED !<Ul\Z, DRAWN 8 . .T. CHECKED W.O.M. DATE G>-w-eo = - (4-1 SO . I ' I t I ( AVE."1UE: CITY Of NEWPORT BEACH R-5454-S PUBLIC WORKS DEPARTMENT SHEET 2 I OF 31 ~ 1-0;;-e,7 -:f.\.l. W'7<:,7 ~i'!l:>d\.rr2.o(\_lic.. Foev-""'-... 1~..:.1 tM?.--';;;:.O\FF' • I ''~I :z ti "' &' :ll ~ I"' 1 $ ti) ~I ti. cs:, ~ -5 + r 3 ~I CONSTRUCTION NOTES: @)--INSTALL STANDARD MANHOLE PER CITY OF NEWPORT 8EAC/.I $TD. NE. 402 -l ~INSTALL 8" P.VC. SEWER MAIN, @---INSTALL DROP MANHOLE TYPE "A" PER CITY Of' NEWPORT BEACH STD. 403-l w wt---reie 9 0e'u..l61:Z IMf'l'.WVE;IIJ\(';\..ITv.> 0156 0\-lteT \.] ',! 1.1 FOt< '::>"J'<'.ee, IMPRov'eM.e1J-r0 e.,ee '::>I-leer \..l<? '7 F'Ot;;: v.:/T"OIW. OR.1>-1\..1 IMPROVc;N\clJT0 0ee 0\.\eeT \..l 0---Z.<\- 1.1. ,,-R/W . ---- "'I I . 4"G R/W (.!NE -- ,,_.,_ LINE 'f:STR££T STA. EQ(JATION f Mt-B.4.35 CAMEl.Bl!CI( 0+00.00 POtNrE ROYAL£ OR. Ii(,, 11. , . • ' 1.. REFERS TO .STREET STATION/NC <.:i di CJt!berf CJJei11,,CWilliamCJi'rost && cf}l.ssociares PROFESSIONAL ENVIRONMENTAL :CNGINEERS & PLANNERS P.O. BOX 2~90 • 1401 QUAIL STR'i:ET. NEWPORT BEACH, CALIFORNIA 92t:li53 PLANS PREPARE::> UNDER THE SUPERVISION OF r 1-13-e,I DAt i ... ' "-•---,-r-~- 4 FIJTURE IMPROVEMENTS PER TR. N!! I I 042 DATE BY DESCRIPTION REVISIONS APP'D, APPROVED PUBLIC WORKS DIRECTOR R.E. NO. /ZR« DAT I- DESIGNED DRAWN IZ-.1<'.. pc.. CHECKED DATE 1-l. QM. G>-'2o-€o ; ___ .1 .... . " ' ' . ,.,. it-w-' • . ..._., .. ' .... :~""' i ·:.; ,-· ---·,-"" ' ., " , ... _ ; "'.''"'} ' 1 .. ~ -.. -I ---+-.. ; ' . ' -• ' i ; . .)_ -"-j_ I I .1 j .. : ' . . ' ' ' "t"-!"'·· --; __ ..,! • ' ' _) .. -t-,. • ' ' . : J . . : ' ' .. ... : ---~ __ ;_ ----;-, -'---i---il I ' ' ' !J,4b: ' . ! .... , ---I:1~;.cc,,.;-,' _;_-,--'-----'----'- I t : ; ' ·- l-llLLWROUG,H DRIVE e, CAME.L..b.AC,K .~~ET CITY OF NEWPORT BEACH -5454-S PUBLIC WORKS DEPARTMENT SHEET22 OF31 l, ZO?~Z ~~t-J 0 ~N1e-~,:i:.c.-<::.-ntJ'!E",.,-:.1 \M?-~rf" ~ 11\ l'1 )) 'I 1\l N> lJ) ~-t\· Vi ~~ ~ m V) ~ . REFER$ TO STl?iE/£[_8..rATIIJNS 147 "'T ti., FOR STREET IMPROVEMENTS SEE SHEET N.!? 17 ~ CfJeiIL,'WilHam'Prost I® c§lssociates PROFESSIONAL ENVIRONMENTAL ENGl.NEERS & PLANNERS P.O. EIOX 2590 • 1401 QUAIL STRE:ET. NEWPORT BEACH., CALIF'ORNIA 92663 ' \· • . l PLANS !'Ai¥ AflED3UNOER THE SUPF.RVISION OF \-_):},, . IV\ r 1-1'3-e,i ,~Ell D. MOAAISON R.C.E. 18545 DATE •• .!,..,.,_ DATE • BY DESCRIPTION REVISIONS HYDl<A..UL...IC-DATA 1..11.Je bT>-. TO P./'rf,... ~ ho. 11 I? On \Jn De. -.JC,. e;,. I t"l'l.. 00 '1+11?. I I 31/. 0 0. 01~ ~" 3.!19 24.29 4,40 /9.6/ II 1t00."'1 7+0/.5/ 3//. "'14. 3.39 24.29 4.40 /9.58 II 7+0/.5! e,+ 10 .ex;, ':14' 3.38 24. 4.40 !.9.55 II e,+\'c) ,e,c,, ~+ f::e>. 4-r:,4• 2.83 ?.!J. S(J 4.40 19.55 q DJ+%. 4-10 .\-4~. '?'2 310. .01~ "'14' Z.83 Z!J.SQ 4.40 19.55 I!>-I 0 .\-02:1":, o+ I 4.cX1 Oh 01~ 1.4' a11 7.4 0.24 '1..~I e.-i 0~ OZ.1.'7 0~ t:;;G,,a, 0.4 -;z4• 0.09 8".35 0.22 2.18 e,_-; 0.\-02-.U., 0~ ~1.a:J I!!>' 0.11? ...,,'!:, 0.1.0 '1..11 LINE ' I / /8 ,, APP'D. DAT , I /' PUBLIC WO~ DIRECTOR R.E. N0 ~~ -Ur DESIGNED DRAWN R.W.R 8.J., F.£,C. CHECKED DATE /.,/, D.M. C.·'),9-eo _P.C,C. ___ P. __ C. ___ C. ___ D __ R__.'4 ....... 1 N___,,r§?I NO SCALE 'C.:.J MACARTHUR' BOULEVARD 'oTOIZ..M. D~AIN _CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5454-S SHEET 23 OF31 ' ' ,. I , .. ' I ' i ' ' . I ' ( r rz. ~--- lf) C\} ------.:;. ------------ CONSTRUCTION NOTES: ~ CONSTRUCT 18 "R. C:P. PER PLAN f PROFILE ~CONSTRUCT 24" R.C. P PER PLAN t_ PROFILE '-!:!:,J/:',.~CO/i/STRUCT 48' R.C.P. PER PLAN ( PROFILE .. 7€ 72 ----..L:._C'FORCE MAIN <;! ---------<;;,----- '.9 ::z ]O 78 I I '@--coNSTRUCT INLET TYPE 'OL" PER CITY OF /i/EWPORT BEACH STO. NE 30€-L . ~CONSTRUCT_ CONCRETE PIP£ COLLAR PER CITY OF NEWPORT BEACH STD, 313-L ~CONSTRUCT 0J'UNCT/ON STRUCTURE N'! I PER CITY OF NEWPORT BEACII $TO. NE JIO-L(MOOIFIEO) ~CONSTRVCT-MANHOLE N.!'. 4 PER CITY OF NEWPORT BEACH STD. NE 308-L @--coNSTRUCT BRICK ANO MOR-TAR BULKHEAD ~ ~ J\.l\,l ow -I,) -nl ~ I fei:;1. C.,-Y (j}Jif;--CONSTRUCT CONNECTION AS'SEMOLY PER CITY OF NEWPORT BEACH STD. 312-L .<&J-"11'0. · uf'\,o-C'Tl ·~,,.._ c.:,viel': ~ I tez'---CONSTRVCT INLET TYPE" OS" PER CITY OF NEWPORT BEACH STQ 306.-L • Q,. ' , ,, [;;;\~ CONSTRUCT MANHOLE N£ 2 PER CITY OF NEWPORT BEACH STD -307-L-~COl.l":ift<.IX-b ~l.lcn.J~ C. Q:)IJJ~\,l t, l"lf't:: ~•T.IO\.l_ ~ \ ~ . • • 11<::R cxf( . f' E,"-.)PQFq i!o€1'CH &::,TD. 701-0 ~ : (..,, t q -l--•. ) • --- ~ ii ~I ~, l!1 I 16 ' .9 ' ' l 1 I si <l F ~ .. _.l!l J, , • .0.1~ , ' 1:/1 /.25 ... 1.1'>''. {). 2-JJ {8!1 0.13- . ---·------------· -- V.ltP.T _; • I" ; 8' :l!Wj_ .£C4L5: 1o I"= 4fJ ' '-.,__ tcf.f'~ T t7 C:U~E DAT.A. b It. l--,.. ~11•4,'7' ~"I" \ (o ,\-fl, 00 v,,11-~' '1~,Cl4 . I O \'!i 11" '2.~.=· "311. ' -ze."9' @-~l"';,-Z.1 II'' 41), .09' 'l.f?,O"b \,Z..6,;p fflE:::-r:,,,z.•(l(.,'\'1' w.oo' 4.g,_7(!/ r;;.7-101 @-r,,4 •24' 4 "'1 qo.ao' 'ol£;,, 471 ¥,.-2.7' <D:;-1·~•4e,• 4-qeo,-_ao' \ <!>I ,,::x;,' ~'~ @_.; 1 • ~ -2.9• \CP4i.oo' 4v:.;,.77' '1;..1,_~I @=--.. t• A--1,' ~,· 1c,4e,,oo' 4-'9.141 '2.4-.;,"f' R/W LIN£ .. $ h h (~f:; P~Fll.E \ 1.-1t,,,1e e.-c,, 1o.»,e,iir,1:;-r w•~J ~ 1\-•ll:>1'0!,?'W L~ 67.1-4' ~ ' 1 --_, ZI '~ '..I' ' i ' 3 ' z,"w. 48' R.C.P. /rl 84 "JO 42 11W N 74- ·.s, LINE"B-6" - N !i"Z@'l(J"E 70 L • IG.00' -. Ill 2 AS BUILT AVE.NUe:- ~ CJJei11.,'WilliamCfiit>st CK, c'"llst ociates PR_OFESSIONAL ENVJ-RONMENTAL ENGINEE f ti. PLANNERS . . . . . P.O. BOX 2tKIO • 1401 QUAIL STREET. NEWPORT BEACH CALIFORI' IA, 92$$3 PLANS PREPARED IJNOER THE SUPERVISION UF 0 MORRISON APPROVED . ,. aaxe PUBLIC WORKS ~Ofl 1--+---+------------+---f R.E. NO • ...,_t:z..,_-=:'----'-1 DATt.,_ _ _,_.:::-.=Z;?=<:L.---1 DATE BY DESCRIPTION REVISIONS DESIGNED APP'D, !(.W.R. CHECKED , , \JONI DRAWN 8./, fe,.c- ~ \cl' ~ 5' .. ~ 24 I A.VE.\IJUE: CITY Of NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5454-S SHEET 24 OF31 4. -Z.O<;,"l57 :n.1. 1..0lf-'77 ' AEil.oNUT2o,Jic.. 'foe:D -'£'iZL'!:r.:, lnlf.' ~F . , ' . ' "\; . l;,.; ,. ' ·, l I I-__ -I I r··- ···c!=:~c:c-:.=. ct ::...:....t= ~ . ------. ---· :· ,.,-.•. ~ ~ •• i::::: ;-_::: _(.... __ _ tJ I l 4 u I @-coNSTRUCT 24" R.C.P. PER PLAN ANO PROFILE. ~CONSTRUCT !UNCTION STRUCTURE N! I PER.Cl TV OF NEWPORTB£ACII STD. -3/0-L \!.J)to,\ CONSTRUCT CONNECTION AS'5,E"ME=,__Y ff:R CIT'r'OF iJeuJPO!<:Tf!0.Cf./ -512-L '@-coNSTRUCT BRICK ANO MORTAR BULKHEAD TEMPORARY SEAL. . ~CONSTRUCT /Nl£T TYPE "Ol" PER CITY OF NEWPORT BEACH STO. -306-L -~ CJki11.,CWilliam'Ptbst c®. c§li.ssociates PROFESSIONAL 1:NVIRciNMENTAL ENGINEERS & PLANNERS P.O. aox 2'1Ui10 • 1401 QUA.IL STREET, NEWPOAT BEACH, CALIFO~NIA 92C63 to ONS APPROVED PUBLIC WORKS DIRECTOR R.E. NO. (?,.Dot[ DAT• /-2,9---,9'/ 1 L ,_ ' - . " --· -· --·----- 11.. -" T 1-<J."j\~ e,.'7';i r;,-z.-u;,' --Z.0.0\' -z~_oo' ,Z'll::,_'76' 4,;,.11' %.e,O' eo. et' &IO.::ON AVE\'-JUE ':PT~ 0~.\"-1 LINE. "G'10'' ~"K" =1l I \-, \ PLANS PREPARED UNDER THE SUPERVISION Or DATE av OEscRiPTioN APP'D. 0Es1GNE0 DRAWN R _ 5 4 5 4 _ S @-CONSTRUCT JUNCTION STRIKfUR£ N"I PER CITY OF N£WM!IT BEACH .5T0.-3!0-L(/1100/Fl£O-NO MANHOL£} @+-co.eirucr INL.ef ""TYR:: •oe,• re"{<( crTY Or we:w~ P.:EAc.H ~TD '!::>OGi>-L-. \._) :-}. '\. · 1\1\ • I-\"3-&I CHECKED!(.~. 0i~--1':r3-.v. CITY OF NEWPORT BEACH ._ _____________ -------------------------------------------------------a.......i·•·-·&11-~IW iiia... ___ • ____ ,,1;-w;·;.s.,.·-~----ill...--------..i-w·~-----'---·------R..;E;;,V..;IS;;,l..;O,;.N..;S _______ _. __ .:;,µ,;:;o,:::M,:_1-_c,,,;....10;;;.._..;=..1, __ P_u_et_,c_w_o_R_Ks_o_E_PA_R_r_M_EN_r __ ,1.s_H_EE_T.,:2;:.:;5~o-F.:3:;;;-.:.I ..1 .} .-Z.0-'5 ""b z AE.£.OtJ~N,c..-fo~--S..~ l~P.-sir.lFF ( ) ( ) ---------·------ --- --"---.. lli &i ~ ~fl ~i11,,'William'PtfJst c® c':}lssociates PR0Fess10NAL ENVIRONMENTAL ENGINEERS & PLANNERS P 0. BOX :,,_t,c,. , 1 .. 01 QUAli. STREET , WPORT BEACH. CALIF\!••''. , 92.G6:3 a \ . ~ PLANs PAEPARED'ilNoER .THE SUPERVISION c. r \.__) :;,\. . N\ ~ _ 1-1"3~ e,.I DATE BY DESCRIPTION APP'O. NEIL D, MORRISON R.C.E. 2 ,545 DAT REVISIONS ' HYDRAULIC-DATA l-llJl:: ~--ro ~- K 3 +97.64 4--,.e,5,71 K 4+ao.aa 6 -,.99_32 J,( 7+03.88 !Oi-,36.14 J,< I0+-40.81 /3+-.54.29 K-2 LATERAL 11-7 APPROVED DAT PUBLIC WORKS DIRECTOR' R.E. NO (ZP"a.5" -2.P-.!lf', DESIGNED . DRAWN R.W.R. f.e.c,. CHECKED DATE IJ.O.M. ~-1-0-eo a. ~o 11 0 Ori \/11 Q:;. Ve, 8.7 0.016 00/3 18 11 0..89 8.02 /. 14 6.03 4.8 0.02!51!, 0.013 !8 11 0-55 8.20 0.84 4-70 4.8 .0/80 0.0/-3 18" 0.60 7.2/ 0.84 4-. 70 4.8 0.0112 0. 0/3 1811 0.69 6.06 0.84 4.70 4.7 0.300 001.3 /8 II 029 19.62 0.83 4.66 JAMBOREE ROAD STORM DRAIN-J./Ne "K,, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5454-S SHEET26 oF3J ~-~s,"'!>7 J. N. //.t?(,,'?7 ~hlVTRorJ1.::.. ,fui;:::t;;,-~,-I MP. 7Mff ( ~ ~ ::t] 'I ' I\) ·' II\ Vi I Cl ~ 'ti Vi ~~~ U) ~ V) II\ ~ ) . A I).',, i;.e, I \ ,::;c.:,e. t?OJ 1/J.. ':,O' I.. 10?. 471 ~11!.7~' ";<P, 11-' T ' ~.00 11,0.I'2,' '/..".,,'l-'t' CONSTRUCTION NOTES (CON'T) {[!)--::---PROTECT IN PLACE • 4g>_INSTALL TAPP/NB SLEEVE e, GATE VALVE SIZE PER <;::;r-PER CITY OF NEWPORT BEACH STD. 507-L PLAN HYDRA.UL-IC, DA..1A LIi.le v,,iJ:,.... 10 '='IA ~ Coo. Ii L.t(\"'E::il.AL-'1.5 A~oe,.e,i=; 4-..,ze,.A-1 11.-1 A--1-'-??.>. I"., (p;. rz;r,. 00 I t? A- (t,+'7,f':, 1 +1'2l.'2."':> 10. 4 LA""\E:'.Z.A\... D 1e,• \ e," \ e,'' 1e" 1e,•' Dn vn Oc \Jc,. 0.-.:,0 ~-'?"1 O.(pA, ~%- \.07 CJ.44 \.'?4 '?.<¥). 0.74 I I .q") \. 'Z-4-G,.G,/o 0. 'o'J.. \0.41 1:,-4 G,.G,G, -0.1-q q,(pl or;;,, /J:J.70 FORD ----., .----· -~ ----------·-"---·--, - ROAD ~oberf ~eiq,,'William'PtDst ® c';4ssociates PROFESSIONAL ENVIRONMENTAL ENGfNEEAS & PLANNERS P 0, eox 2!'-gQ • 1401 QUAIL STREET NEWPORT BEAC\i CALIFORNIA 92663 ~-~ I \ . • ~ PLANS PAa> AAED0UNDER THE SUPERVISION C,F l~~')..~~~~IV~\=;::•::::::____ I-\'3-e,\ NEIi. O. MORRISON R.C.E. 2 645 10 AS BUIL 3·16-8/S.O.M. RF.V. S£WER SLOP£ & DATE BY DESCRIPTION APP'D. REVISIONS 10. APPROVED PUBLIC WORKS DIRECTOR' R.E. NO. /2 a't:J([ OAT ' -29--f?/ DESIGNED 12.\/JR CHECKED N.D.M DRAWN 8.J' • F.£.C. DATE G,-'1.o-1:D NOTICE JO a?l-l712U-TOI<. lELEP\-loWE co.-lo\.llT 0'("::fl1';M I\J fORO IZ>AD Iv.> Ve'¢.'( LA\'1Ge A\..ID =~TOR ';:>~OUL.D T,\IC€ wescce00,i,._~-,' P\Zl':CA\hl0\..10 lh/ \l)Ole.i"i\.JC,, \Jc,1.1:1. IT FOND ROAD .STORM DRAIN· LIN£ "G" SEWER WATER CITY OF NE~ORT BEACH PUBLIC WORKS DEPARTMENT • R-5454-S SHEET 27 OF 31 '..1. zvJ..-,,-r T. N. '10o/?1 • ' ..6.EE:oJJ\JTf2or,ji.::__ "f'oZD -~JC:1 IVK.P."=-'l'\1,=i= ~ ~ ~ '1 L ___ I\) "J ~ I ~ ~ \J-i I ~ I -1\ ~ V) !lj -~ (ii • •• \ El .. - I"= 40' NOTICE TO CONTRACTOR 7"EL£1"HON£ CONDUIT SYST£M IN FORD ROAD IS Y£fiY t..AR0£ AND CONTRACTO'r SHOULD TAK£ NECESSARY PRl;CAU770NS iN WORK/NS NEA/i' IT. CONTRACTOR TO VERIFY PRIOR TO CDNSTRUCTION THE LOCATION¢ INVERT ELEVATION OF EXIST· ING 24"/2.C.P. FOR. .TOIN WITH LIN£ 111-/" e> STATION O -1-00. -~ Iv 17 .SEE SIIEET N!!. II FOR STREET IMPROVEMENT$ ~ ~ CJJei11,,'William'Plbst ® c':}lssociates PROFESSIONAL ENVIRONMENTAL ENGINEERS & PL.ANNERS P.O. SOX 2!190 • 1401 QUAIL STREET. NEWPORT EIEACH. <::AUFORN!A 92683 J \ ~ (714) 033-0070 PLANS PREPARED UNDER THE SUPERVISION OF ~;-,...,1_,) ~-~.::..:-~'~====-I -I'S-e.l DATE BY Ndl D. MORRISON R.C.E. DATE ---. -- , .. --"' " .. - --1-----:· • " ·:.: ·:.::::::.. ... " ..... "' --------......1--l. .. ------·-• --"""'""" ····I .. , .... ,. .. __ _,____+--- 1· • ·-- -... --·--+--- @--49'52'33" ~ (,,'2!'38" ©--,. 4~'34' @E:-C'24'27" ®-a•oo'04" ~ 0'51'34" @ 80'23'4/i" ' --., ~-- I------ -•• ------·-·--- R 22.50' 14-32. OCJ' I 4 B1-.iXJ' 14?,z.oo' I 431.,00 1 1432.00' 22.50' CONSTRUCTION NOTES: L f9.fi9' 158.97 4r;,h4-' /GO.I'., 75. 0/' 21. 48' 31.57' T to 4G' 79 . .1-i71 1.1-. 01-' 37,51' 10. 74' 19. 01' .L ~ @-cONSTRUCT I8"R.C.P. PER PLAN AND PROFILE (&>--· ---CONSTRUCT 24" R.C'.P PER PLAN AND PROFILE @---CONSTRUCT fUNCT!ON STRUCTURE Ni I PER CITY OF NEWPORT BEACH STD.3/0·L @1----CONST fUNCTJON STRUCTURE Ni/ PER CITY ST0.·3/0·L(MOOIFIED, NOM.H) @--REMOVE EXISTING ORANAGE DEVICE. . @>----CONSTRUCT BRICK AND MORTAR BULKHEAD. . @--CONST. INLET' TYPE"OL"PER.CITYOFNEWPORT8£ACH STD. 306-L @>----CONST. CONCRETE PIP£ COLLAR PER CITY OF NEWPORT BEACH STD. 3I3-L @---coNST. CONNECTION ASSEMBLY PER CITY OFNEWPOR7: 8EACI! STD. 3I2-L ~ CONST MEDIAN INLET PER DETAIL .SHEET N.!!3 @1------PROTECT IN PLACE @--CONSTRUCT 15" R.C .. P (2000D) PER PLAN I'; PROFILE ( AS BUILT DESCRIPTION REVISIONS APPROVED u/42&1Z. PUBLIC WORKS DIRECTOR' R.E. NO (-Z.0dG" DAT< ( -'2.i?-f?/' APP'D. DESIGNED DRAWN R.W.R B.l. : FE.C. CHECKED N.D.M. DATE c,,-w-eo FORD ROAD STOl?M DRAIN LINE ''H" CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5454-S SHEET 28 OF31 .:, . W-S."!-:Z J. N. /'},pfb?:>7 AE."£olUUTtbrJ,c:_ "'Ft.!Zt>·-c;.TIZ.li:i=:_r \h4P.'Sn\fF ~ ) Al 0 -o ' I I ------ CONSTRUCT/ON NOTES: @-tNSTAll /Z" Cl.ASS 'ZOO A.C.P. ~INSTAf..L l'Z.'CI.Af?h 150 E:,/JT'f1:P.FLY V4L.v'E' @-. -CONSTRUCT 18 "R.C.P. PER PLAN {. PROf:!LE ~CONSTRUCT 24" R. C. P. PER PLAN f PR0f:/LE 2/ ~ -; ;;;- <:,j '-.," Q_' ~ ~ " ..... "' FORD @-coNSTRUCT JUNCTION STRUCTURI: N!! I PER CITY o;: NEWPORT BEACII STD. -,3/0-L ~CONSTRUCT !UNCTION STRUCTURI: N~ I PER CITY Of: NEWPORT BEACH STD. -.310-L(MO0!f:IE0 ·NO MANI/OLE) -@_,-Rf.MOVE £.X!STING DRAINAC,E DEVICE, ~CONSTRUCT BRICK AND MORTAR BULKHEAD • @-coNSTRUCT INLET TYPE "0L" P£R CITY OF NEWPORT BEACH STD. 306'-L. ~CONSTRUCT CONCRETE PIPE COLLAR PER CITY OF NEWPORT BEl+CH STD -313-L. @-coNSTRUCT CONCRETE B11Cl(FJLL PER. D£TAIL SH££T N-"3 ~II.J'f>TALL 8" CL.A,e,-=, !So e,<.17713'R;=t...y v'At...tlE'-• <.., 21 lt.i ~ ~ ' ....: ;:i 0 <::i Cf; .. rn "'> L\NE ,, j ,, . IIORIZ. = 40 VERT: I"=$' P(.AN SCAJ.E: I" " 40' 1Q 78 ..._ ., '\J "' ., ½ !:> -:z. '-; . I§ s-I.: lJJ H <.., "' <· <..i ... CJ lo1 :;. 1./j ~ "',,; <.i "" Ill 'l: .,. <I> ... -: -q-,-: dl ,$1 _.,,. ... ~i ... !.I " "'2 ~ @-coW'iJTRllCT JUl-lC.TIOIJ STRUCTU~£:; I.J"-'2 f"l;R CITY OF IJl::WPOIZT BE:A.GH 'oTD. ~\\-\.... ..__ _____________________ ..,.... ______________________________ ___JL_ _ _JD!a,!!, 70 • '\J ' :;.. ~ ' "' E. \.j \.j ~ ~ i::: ~ ~ •-: <::; "' ;Ji ,· ~ ;. :;:- 1o ~~ ;. ~ .._ ,, ,, /.. ROAD ~ CJJei11,,"WiUiam'Hbst t®. c§lssociates PAOF"ES61.0NAL 'ENVIRONMENTAL. ENGINEERS & PLANNERS P.O. BOX 2MIO • t.401 OUAIL STREET, NEW.Poa:t-BEA.CH, C'ALIFO!if.NIA 92'563 PLANS PREPARED UNDER THE SUPERVISION OF • 1-ra-e.1 .E. 28545 A DATE BY HYDRAULIC OATA I..INE $TA. TO $TA a So n D DN • VN Oc Ve J O+,:::!?.a::, ~ .,Z.1";> 'Z..Z.l a~ o.Or:;; '2.4 ,, 1.e,o 1.4.Z I ,t,e, '1.e,c;, J o+ lil,,, .'?.Z 1+'2"7:>.0'l> -:Z.:,.4-.Q:n,Z. 0.013 24' I. '1"J C....f!6 t.c,'1 '1.45 J I./-12:7. 70 1+4v,_..,4 \"1.v . .Ze,40 0.013 24' 0."1'2 ,z_ 7 .-..e, l."71 &-"l I J \+v.O.a? "?+"?,4s~ 11.,:, fl. 0 /3 2.4• I ,C..."7 C,,,">l, \.t',1 "•"'I J-I LATERAL 1.7 0,013 24 II 0./8 12.18 ·0.45 3.20 -.J-.Z .:::>-W .z .oe, o+-20. \\ ,ze, 0.013 /8 ,, o.'1.<l> llt,"18 O.v4-.,,,,~ J-tz. o+-:zo.11 .z.e, 18'1 OA-4-CP.4"7 o.c,4-"71'7'7 Cl/I/VE DArA N! ,6 R. /.. T @-40'11 ·os" 22.50 15. 79 ' 8.ZiJ' ~49°48'55'' 22. so' 19.SC' 10. 45' @-94°52'45'1 22.50' 37.ZG' 24.50' ~4/"0l'3C" 22.so· IC.II' 8.42' @---6°03'25" 857,00' Bo.co' 45 . .34' ~20•15'30_" 90.00' 3/.83' !G.08' \..JP:flce f o c~-roi:z.. AS BUILT TeL.El"\,IOIJe' Ct>Ut;7Urf e;;-(0~!/\ 1U fot-?0 '(ZOAO I'<> vere,-{ L,l,,J:!:c.e i\-..\JQ (.OIJ-n,?,l...c.TO\:s'. 61-IO\JLI;, 1).Ke ue ce «i0 .!. 1-H pi:zeCA.u ,,owe;, \IJo i:z t<: 1 \..J6 \.le,t,..1:t IT. DESCRIPTION REVISIONS APPROVED @,t22JtL. PUBLIC WORKS DIRECTOR' R.E. NO. f? f?C DAT APP'D. DESIGNED R. w. R CHECKED N.D.M. DRAWN F.C. 8. J. DATE G>-'lo-ec> FORD ROAD ':>"TORM DRA\"-1 L\Wlc "J t WA"'l"ER CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5454-S SHEET 2 9 OF 31 -,. v:,q,,,7 '.i.ll. /'/,OC;;,<1;:,7 . AE.2:oN\JTfu~lc... \'.=o££;, ---=;,.~,--\'N\P."?'i/t\fl:'.: , ( ~ f!l ~ 'I l\i \() Vi ~ --1\ v-i ~ ¾ <n ~ fl) V) c:t \Vl..O --t:IN!S/f SURFACE OYER f STORM ORAIN CONST. .90 l. F. 18" R. C.P. ( zooo OJ LINE ",4.7" LIN£ ''A-t" ISO 110 -----+i,--++-----120 s r;i I I 1~-1-H-Gl. S = 0.600 CONST. li?./0 t..F. 18" R. C. P. T/l!CKWl/t.L C l'lz"ClR. REINF(l7SOO) LINE 1A·2" - ---+++-1----150 1,-,v 11.C.L V 1;.f 96 rN ou11, s =t. 2078 I 1A-~;'~_c.P· I Ir I. 77J 6"~11],,-"'.3• ---l2~iN'-+-!'-'-----l40 co . 85 t..F. 18 "R.C.P. I THI LL C 11 /1/z"CLR. r REtNF {2000-0) LINE 'A -.3" -----------200 -----------190 ~=-d--6----------180 S=0-2000 I ,\JtifL.£T I 17,$. r3 -++---'ll,j~~--------170 CONST-2.0B l.F. t8'R.C.P. (12500) LINE. "A-4 11 AS BUILT \'10 \\0 ,. '-.J../I.' SECTION A-A t-0" 4♦5 di ....... 1>4'-:1" 41<5 d/of. L• 2'-9" d"'9. Top88ottom Slep&·S.. Note 3 \ ------r--9 . - (A Pipe rail .. ---- Set Not. 7 5• Detail A. --. for Join1 'b ' "' ---- CoupUnv--- ... ,, I I ' ·, 'b i~ ' 1" ~~: • lbd 5 r--I II 1-_ 3 _-0 ____ Pre<:ost Roof Slob 1·- i S1eps ore continuous-:-:~. ...... ,~ ---~ I Al i • . '1 -rsee J. No1e 3 .: _J_ a: C l • ,: .J !. Precast ~ poor.Slab u, 2 1 M9Mol• ,t,oft aaf•tJ ledf• wm be "ot•d on u-. propct dtowi119• w"-t r911ulrd. a..r.11,. It 11 to be COMtfi.ictff '" ct.ep MO.,i,ott llhoftl 20 tt cu orut•r lfl itliptJl. 2. A Hf•ty ll:4ga tlllltl Ml N lmd If ■ ,,..,._. --~ ii N4'11red. •· .. ;i,f',, !'<I'-en-{ "f uewfbP.T e.:NCH <t>TO. 404 -I- ~-CIJIICflff 1Mll ·•"lo, 3000 p.1.1, or .,,. .. ,., lit ZI ..,,. 5 llti•fo,c•..,.t thGlt 1M ,-, A.STIii Alt5. Gl'ffil 40. ftetltforclftt •'-' •"911 t1t•IMI■ ~ et.er of CIDMl9fe IWf"f■c-et 1t11leu ofMrwlM lflDWl'I, 6, ~t hOI .. , plpa, on4 Htthtfl tltclll N 11"••1614 In tlMI lloor lklb. PYH1ur1 e,ovfllll tllilll be ulff t• flit ffifl GM to '"'"' unlfeffl!I bNrlftt. T"9 p,,vt SMI N na1 c••fllf ttout •41 tr.Ullftf "'""'" lflall btl H tlt .. fflllffff I" tt11 ftaul '1 IN f:.....,. 7. Pt,,a r■H 11lofl N fobrtcetN of 1-114• lf■Uar41 .. 1.anli:.d .... ""''"" of ,_ MCtlo"• r.,· a I.!' lA IHttll }OIMd bJ -0 ool.onlrd c .. u .. ,. TM couptl,i9 -'toll bl ttltHdlod o mif!lffllUII ol' z• ·" _. pf,O !MgUI . 0, Root oJtd ftoor 1tob1 tholl N pHcoat and Uy■d tor rolnhrced ccmcrtt• pl,. -.clloM 01 1t1o•n. All t,,lnt1 1hall N fHtN with 1-2 ffl&f"tor ond neott, poffltd or wlp,td 111n tfle 1Mlh. pol/8~ L :;. 3'·0 1-lbd = 72.R.C.~ .... 11 ff jlf0¥ldM1Nil! t_r:.,<:11ls tC1QM ol relnfori»ment le '. ,-al • ..____. ' • ...... C ··-----; f Gr<tut Hole / ' ,, ·-·· Jo;nt Detail 211ll611 intida diomeW_,, . Nott 8 .... ligtlt weifht metal innrtl Typical for roof 9Jot, DETAIL A-Rotated 90° G.-out rotl m pkJce VERTICAL SECTION @)MAN\.-WL-E: ,,,-------_ I .,. "" ~ " ~ ~ :3 <:-' ~ " s:-l <:-' sl" 4111 ffi '2411 C.M'? \ __ _ _______ ...,1 I-- I ' flZAME' 4 6t"~l'E A.\...K,O.,M\b\2.A "f0t)t,..!Ot2Y A.-1e,r::,o or<. 1:-QtJAL- "TOI"" Of ~,e ANO JOit-.\ E;)(\g"f I i-J4 -24 ' C-. M. P. I< I '::£f2... \ ' I / ' ) /. \ ·,--) \ ', \ ' Stone shall comply with Subs'ection 200-1.'6, Ston,12' for Rip-Rap, except cobblestones shall not be uSed. All stones shall be angular, ea-ch piece having its gr,eatest dimensions not greater than three times its least dimens·ions. Stone shall comply with the tests specified in Subsection 200-1.6 except that spe~_ific gravity shall be r.nt less than 2.62 .• Unless otherwise specified, th€ gra~ation for. general purpose use shall lie "betveen the following grAdation curves: % Lighter by Wei.BP..!. Limits of Stone Weight . 100 ,· 1800 . 50 530 15 260 Thickness (T) -placed dry in non-turbulent flow locations = 33" placed under water.., 48" placed dry in turbulent flow locations = 48" in Pounds 720 360 110 Placement tolerances for finished surface shall be plus or minus six inches from indicated lines and grades. If gradation curve is requested by the Engineer, all points on individual grading curves obtained from representative samples of rip-rap stone shall lie between limits as d-efined by a smooth curve drawn through tabulated grading limits plotted on a mechanical analysis diagram. The grading curves within these limits shall not show abrupt changes in slope denoting skip grading, scalping of certain sizes or other irregularities which would be detrimental to proper functioning of rip-rap stone. Gradation testing shall be performed by an approved testing laboratory on samples selected by the Engineer, at the Contractor's· expense. Stone shall be placed directly on prepared earth subgrade or area unless rock filter blanket or filter fabric is specified or shown on the _plans. £a-eh load of stone shall be reasonably well graded from the_ smallest to the maximum size specified. Stones smaller than the specified 15 percent size and spalls will not be permitted in an amount exceeding -15 percent by weight of each load. Stone for rip-rap shall be placed in a manner which will produce a reasonaQle well- graded mass of stone with the minimum practicable perCentage of voids. The entire mass of stone shall be placed in conformance with the lines, grades and thicknesses shown on the plans. Rip-rap shall be placed to its full course thickness in one operation Qnd in a manner to avoid displacing the underlying material. Placing of rip-rap in layers by dumping into chutes or by similar methods likely to cause segregation, will not be permitted. Self-propelled equipment shall not be used on embankment slopes. The larger stones shall be "1ell distributed, and the entire mass of stone shall conform to the gradation specified. All material going into rip-rap protection shall be so placed ·and distributed that there will be no large accumulations of either the· larger or smaller sizes .of stone. It is the intent of these specifications to produce a fairly compact rip-rap protection in which all sizes of material are placed in their proper proportions. Hand placing or rearranging of individual stones by mechanical equipment may be required as n~cessary to secure the specified results. \ __ ) ORANGE COUNTY ENVIRONMENTAL MANA~E~IEN. T • _ AGENCY t.pprovtd C!...:£-r.~~:::---. --·--. STD. PLAN €)1---G--~,_;,rn.;;.c..;..1-l;......;;;e,;..;;A...;:~:..;:;;.:., l'J=-=----='..>E=-=-T.:..::A:.:.\:.:L:..:~=-- ~CJJei11,,'WilliamCWost®81ssociares PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS P.O BOX 2!590 • HO, QI.JAIL STAEE1, NEWPORT BEACH, CALIFORNIA 92563 '2.·e/1. 1 .. h?M A~, _· R. Nelsbn , Ass1slonl D,re;t,.Y • , SPECIAL PROVISIONS -STONEWORK. APPROVED a_aJ~ PUBLIC WORKS DIRECTOR' RE.NO. I~ OAT /-'2§....,;, 809 SHEET I OF" 2 DRAIN Pt<OF-ILE'b I I ' DATE BY DESCRIPTION APP'D. DESIGNED DRAWN \Z..\2.. e,_.). IONS CHECKED DATE . N.D \VI. v-10-'bo .. _____________________________________________________________ L_ ~~~\.l~~~~~i'\~~~-=~===PL=· :AN=S=PR~~EP:AR::EDiUND.li.:-L::-J!-::ER~!!THE::S:U_P-ER::Vl:'llO:N:_O-F:::':-i'!'3~-::-&~ _L' _J_ ______ _!~~:'..:..------_JC:ili2.!:!LL.~~'..:,:'.i__,_~~~~~~~~~-~~~ D. MORRISON RC E. 28545 T CITY OF NEWPORT BEACH R-5454_ PUBLIC WORKS DEPARTMENT SHEET 30 oF 31 ,_u,.,_·,n :rw. ---zor:;,'b7 .AE:12DrJUfeoN lC... H::leo -...,_TiZ.;:;;r-lW.P. SW.Ff" (JJ I :;::: :ti . ['1 0, "I ' I ~ Vi ~ ~ \)J l)) -.... ~ (I) ~ ll\ V) ol J~v ..... ~•t ,' SECTION A·A •• .• ' r-L. i-0• w Lr SECTION E E -1·...,. ' ' • PLAN INLET TYPE OS 0 llibE T ,a .. , TY P' S.0 Dtto,I ,.-SNCw,c, ~T 11 T S..""°'' Ot!o,11 , .·• I '"I ' -~, .... ,' •• -~ ~ID..,1!C..-!>fo01 • ~ -ilo!!o, 11'1!;"...,.,afouL 'l!' -E&,o,f.,,.., N..1 119'1 on io,1 1'2"0 Sl,rt"p ri~·•i~-~ '. 'or, \--3'·0•--j S[C TION B • 8 SECTION D·O ALTERNATIVE REINFORCED BOTTOM ""''"'''"" Sor , j'11,o,jtt,_, .. .,. ;1·. -~ !Op-" ~~ I Pto.,do -~-. ":. -· '"'""'<IC! .. _., -~ """"' ol I. """9' ~ ildol ~I ... ,-J••" "1:"'e.io ,.._,1'1111:9 '"° ........ XillON C·C ~:~~Aft fACE ANGLE ANCHOR DET41L ST£P DETAIL ,,,,.,,_.,,,,. ~ ~._... ,.,. , ...... -~~-- . TYPE A CUl'l85 INLET TYPE GOL CURB OP£NING DETAILS ~ CAI. TRANS STD. PLAN N~ 072-11 ~1-...:;;....;.;::..:..;..;.....;.. ___________ _ T'l'fl'E OS &a.. fll..ETSfil SEIIP ON GRACIE: SfCTlQN H·H (;[NfRAL NOTES CCNEM1. HOT[$ ~t} OET,ffl,J'.,\'l! £T •-•-•"-• A/OT£; -·-·--,.,,_ ~OSAQLN..EfSNQRADEW ,. X,C.TQJ<~ @---'C_:A_l...;..,;rR..._A.;.;..N,_S_S __ T_D_. _P_t.A_N_N_,_o_· _78_-_2_ s.,.,_..,._ ....... !,ehl-Oljll,ol"<P'o•'"'- \, . ~•'-'"°'"""""" .. ...,_,... '"'l .dCE?-~ v!~Je!! ~ 9.1-_T __ F_ J 9-f ~f~wl "-"" ...,_ -T-of-•-• TQd l',pa--~ 0<17'9" - To,t ~ ol --• 0,,,,..0,,, l'\,o £NTRANC€ TAPEA-T)'.PE I ALTEftNATWE A s.-•--..... -__._, .. _ 1)01'J·--------oal'f' ____ _ ,ii --.... f __ ,.. L.7 2~ I --7i-:., . , .!'l.!!i T.WPlptlll---•~""'"' ENTRANCE TAPER-TYPE I AL TEFINATI\IE. 8 NOTES , =:::::. n:.~~-TJIIII Al-A.-.tl F • • ENTRANCE TAPER-TYPE I ALTERNATIVE A8B ... ~ .. --...... -.,..... ..... ,.;,,,, __ ~".::-..r.:.-'-' IS'III_ ...,... __ __ _,i..,. ANCHOR ASS[--Y ALTERNATIVE B 1. . .!'I.Mi 1!!li <~~~ ;>e' I ~:.~r, Sf&1l'.lN A-A !=- .,., 1 '- csPr,,,,.,,_.,,......,.._...,.. 1: l'i1~:1:i:1i.:1m Slip,....,., __ _ --- I· kt JIOl"""'I-"' -~ .,..i _,_. 1-.. Pipll ~ 2 • 4ll Pipt 5'11"-~ ...,._ IO bit ........ llllf ......... 3-E~ .-i-. ... ,,, ~ t.-rw.....,.....M111.,,.1.,1r,a_2 ~ Sl•---•-••C--•,.....,.,fofCSP•C.•P. _.._ _ _,_,...,..,11,a,....i;,,_.., .... .,,...., .. .-._... ._..i... ...... ....-.i..,,1;1_..,1 _____ ... _ ~, ....... ........,.,. .. ,...,.. .. ""' __ ..... _.. ....... -10;.._1_ "'' ..... ~ CALTRANS STD. PLAN N!! 087-A.6 ~___:;~;.;,;..;.;...;...:c..-~.:........:;:.....;.;..;..-'-'--'-;;...;......;.___,;_ us£.· w==z:..o"' .0::. .::?"' 7B.O f.c,, ~o-f~: 1Y!"e e,<:, ~PeRIMf'00tO O\J e.x10,1 IJG P)>..ve'-Aew-r. P.c.c. CIJRB{CUrTER TYPE A2·8 ( 0. OG37!J C. Y PER l.F) P.C.C. CURB TYPE AI-G O.IJZ565-C. Y. PER l.F.) ~1---~C:.:;:A:.:::l,.:.T.~R.:...:A.:...:N..::;S-..:S;.;,J'.,;:_ f;.;,_;,_,,,.:.:-=L.:...:A.:...:N....;N:..:-~ .:.N~B;....·.:.A:.:..·:.... 1· TACK A.C. PAVEMENT WITH ASPltALTIC EMULSIOlll AT RATE Of 0.05 GALLON t SQUARE YARO s" 3" '.., @...__!:0~-C:..:.:· E:::.-.:..;M::.:... A:.:.· _,:.S.;..r D::;.;·~P~L:::.A::.:..N:.-..N;...R....;;2;.;;.0-'--/ Jr,.<? fcl-. jf,:;,c,. o,-rc" Tw Ste no111 I 2 • I 4 ttbars horizontll .Ind valtiul ,round ftnce 1:1 b ,post ( typic.11 ). PLAN PICTORIAL VIEW Note: flipr1p not shown. r.,' ,.,, I,...,.<-:;::-,-., .J. Set note 5,.. _ Chlnllll inwrt Inlet bo11 (1,q,i..00) t:,,q. 0'2. I IJ\/. NOTES 1. DHian: 1:1 l ;: Top of slab min of 6'" 8" thow dml•I inwirt SECTION A-A huivllent Fluid Prmur1 • 60 p.c.f. Mnimum Outlet Vetot:ity • 35 l.p,L Z. Com:rltt shall bt 564 • C • 3000. .. ..._ .... Light CD C1oa 1) " 3 .,,,., IUbhse bottom & ii des B" thick f-Dt ~ ~ 9" thick for lifbt dm 3. Reinforcing shall ton1orm 10 ASTM daignatitm A&1S 1nd may be IIB(lt CG or 60. Reinforcing shall bt plmd with 2" elm concrm CDffl unless noted ot/Jefwia. Splica thall n•t be permitted HctP1 11 indiuttd on the plans, "· For pipe Jl'ldl1 no1 exctedint 20%, inlet bO)I; Inly b■ omitted. 5.11 inlt1 be,-: is omlntd, conltruct pipe tolltr • SMWfl. 6, Unless no1&d ottmwiw, 111 reinfordnt bar blnduhlfl be flbric:lttd with sttndl«I hooks. 7. Fivlieot hiQtl chain link ltntin;,tmbed port 18" dap inwal/1,nd tntlll wiffi CB 8 mortar, l In Sandy and Slltv soil; a) "-ltm1 IIIPtlf:t ll• cut•ff. wan nqu..U 11 the tnd of l"Kfi: apron. , IJ) Fllltr doth (Potyfiher X or aquiwlltntl shall t. installed on •Msoilandbm, r-e:rz o.c-.e.M.,-.. ~-'?l-~\.l eoto ,. .. 30" @ IMPACT Pipe Dia. )J H L a b C d e f g Tf Tb Tw Ta SliCTION 8-8 DIMENSIONS Construction Joint 5411 161 -611 12 1 -311 22 1 -011 91_311 12 1._911 6 1 -ll 11 2 1 _911 11 _311 31 -011_ 6 1 -211 12 11 '10½11 10½11 8" .. y • • c' vi a· x-......-., * --t y BASE L"fl: • C L W• Width of left turn pocket L ,Length of toper A8•8C•C0' 't AB'ondC'O' ore porobolic curvas except on cur,ed oli9nmen11 .... x = Di•tonce from point A along bose line Y •Offset from base line SINGLE LEFT TIJlilN POO<£T L•90' W:IO' X o· ,o' 20' 30' • 40' !)0' 60' 70' BO' 90• I y o.od 028' 111' 2.50' 4.17' 581 150' 889' 972' 10.00·1 00\JBLE LE.FT TURN POCKET L : 150' W• 20' x o· 10· 20· 10· 40' so· 60' 10· ao' 90' 1100· 110' 12o'j130' 160' 1eo' I y 0.00 0. 20' o.eo· 1.80' 1.20' 5.00' 7.00' 9.00'«.oo' 13.odji&,oo 188 0 18 2ot1i20· 19.80 • ----'--·--''---'---. ... . ··- NOTE: In the cose when the base line it curved the offsets are calculaled by oss11minl) Ille base line to be o fo119ent; they are then oc>c>liod to the curved base line. AB' ond c'o' are no tan9er parabolic and 8'C'is no lon11er a tangent. a C. £. M.A. sro. PLAN N!! /15 -1 ,._,Ste.A-A ,st' C112"l•""'de fa f 4CI 12" (buidefto1) t Svmlftftrictl about centerlfne V Symmetr-icat ab~ut centerline 14'-1'111"(-.. f 4(110" ~ i!10! See Stt. -D-D and Nmtl. 4-#4outside fate only ' ' 14 ti W: :~:~ t"e only) j ------------- ; # 4@10" bunide fece only) HEADWALL ELEVATION £ND SILL ELEVATION #41@ 18" ! 15[@ 10" H [@10" 15@12"(-f"') matth location of tr-,nsvene reinforcing in kwodttion tllb. I 4 @110" (both lactS) match tocation oi tiorizontal ti!inforcing in baifle wall. hutlwall lfl !I tnd sill. l #4@10-· Ir D "'8 S.,. D-0). -l4@10"lnott1) '1>£1tl!t) #4@12" rAbti(notet)8htf(f1ote3) 15· @12" -C1,_bJr (note 3) lapjtap { Bottomsl1b~ E-'bM D1-1bar (note 3) (nott 1) SECTION A-A See End Sill Elev l -nbatt1t wall and and sill # 5.J P 10'' -8" min. lap SECTION 0-0 ---------, ,..10'' ..,Sic, D-DI #5L@12" 3" dr. SECTION C-C NOTES Pipe dia. (in.I "'4- 1. Match lotJtif»l of tidewtll reinforcing. 2. Dowtb: having same size tnd 1P1ting • w,11 reinfofting mav bt tned in lieal of continuoui blQ: ,t contract01$ opdon. . 3. Maleh location of headwall DI end ,m reinforcing. IMPACT C,,111 ... L.li-JG,s 0/\TE A ba• B ba, e bM D ' • • • ' BY 41V C> 11/t ~G, Ii> 11-' ~ '1@ l'l.' ~l..-'a' u,_,-.-.,, \"'"" 3<~ ~ II DESCRIPTION REVISIONS F _I ).TER. F,\B_RlC Filt\:r fabric shall be composed of ~t.rong rotproof fibers oriented into a stable network such that ·the fibers retain their relative positions wit.h respect to each 0ther". The fa-bric shall be free of any chemical treatrne,1.t or coating which might ,;ignificantly red-uce permeability,-and shall have no flaws or defects which could significantly alter its physical properties. The following physical property requi~enents shall be met: h'ater Permeability .. Grab Strength -wet (ASTI! "D1682) Grab Elongation -wet (ASTii D1682) .. -2 10 cm/sec minimum 90 lbs. minimum 20% minimum The following fabrics have been tested previous1y and have been found to be materials which meet the requirements of these specifications: Polyfilter-X a_s distributed by the Erosion Control Division of Carthage Mills, Inc., Cincinnati, Ohio 45216; Mirafi 140 ..is distributed by Celanese Fibt~rn Marketing Company, P. 0. Box 1414. Charlotte,, :-.:arch Carolina ~8232, and Mono-filter as distributed by ~enardi-Souther, 3908 Colgate, Houston, Texas 77017. Wlwn these materials are used, a mill certificate or affidavit that the material to be installed is the same material as one of those named Hbove and that rlw fabric does meet the specifications shall be submitted to the Engirwer. lf a fabric which is not described above is proposed for use, tests _required herein c1nd any other tl.!sts required by the Engineer ·shall be furnished at no expense to the Agenr-y. }Jill certificate or affidavit signed by a company officer authorized to sign such <locumPnts from the ('"ompany manufacturing the fabric shall be furnished to the Eng•int>er. rt1e surface to receive the fabric shall be free of obstructions, depressions and debris. The filter shall be loosely laid and not plcced in a stretched condition. The strips shall be plac€d to provid~ a minimllm 18 inches of overlap for each joint. Securing pins, minimum 12 inches long, with washers, shall be inserted through hath strips of overl;1ppe.d fabric at not great:er than 6-foot intervals along a line through the mid-point of the overlap. Additional pins shall be installed as necessary to prevent any slippage of the filter fabric regardless of the location. The fabric shall be J)rotected at all times during construction from extensive exposure to sunlight. Any damage to the fabric during its installation or during placement of riprap shall be replaced at no expense to the Agency. Bedding and riprap shnll not be dropped on thl~ fabric from .:1 height greater than 3 feet. Th is work shall consist of furniBhing and placing filter fabric at locations and grades shown on Lhe plans or staked in the field and in accordance with these Special Provisions. Filter fabric will be measured by the square foot or square yard by dimensional limits ~liown on th~ plans or staked in the field. There shall be no allowance for overlaps in the mt'asurement. Unless otherwise speci[ie<l, the payment Shall be made on unit price per square foot or square yard, whlci1 shall include full ·compensation for testing, furnishing, delivering, and placing filter fabric complete in place, The cost shall include all labor, equipment and tools required to. complete the work. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY /'· 1 J \ 1 / Apvroved ~ . ' . . ! I•' f . '"- C.R. Nelson As;islanl O,r-ector LC1op1en, Re~. 78· 791 Rtviud• STD. PLAN 808 SPECIAL PROVISIONS -FfLTER FABRIC APP'O. NEIL 0. MORRISON APPROVED SHUT I OF I AS BUILT ~ '-Bei1L,CWilliam'Pr0st ~ c!;llssociates PROFESSIONAL ENVIRONMENTAL ENulNEERS .., PLANNERS P.O. BOX 2!590 • 1401 QUAIL STREET. NEWPORT BEA<..H. CALI FOR I • 2663 PLANS PREPARED UNDER THE SUPERVISION OF • \-1:1-&I A.CE. 28545 DATE /1}4 )4{., MISCELLANEOUS DETAILS PUBLIC WORKS DIRECTOR R.E. NO. /2. (MC DATE __ - DESIGNED R.W.R 8.l. CHECKED N.D.M. DATE II-G-80 CITY OF NEWPORT BEACH R-5454-S PUBLIC WORKS DEPARTMENT SHEET31 .l. 2.os,p:z AEIZ!nJ.urRDN.\C-rORD-<5-TIZi!:£.i IMF. 5f\l~F· \ Ci) ~ A) II) I 'l I ~ Vi ~ {\ ri \.JJ ~-1\ ~ Ill V) ~ ' Cf)Nsr. OTEN- GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERl,/ISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.,_ 1979 EDITION" AND SUPPLEMENTS. OR CALi"R/...\.10 !::>1Al-lOA!2-D 6f'eCIF\C,A'TlO\..l0 1 lJ!-\\,'.;l{l,\/E1<. 10 MCJrZ.'c 0\12\l-l61El .. l"f. ' 2. STATIONING REFERS TO CENTERLINE OF STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO FACE OF CURB. 5. All EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING Of STREETS AND DRIVEWAYS. 7. ALL P.c.c. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT TO MINIMUM DEPTH OF 2 INCHES PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR ANO SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AT A LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES. 8. THE CONSTRUCTION OF ALL IMPROVEMENTS WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPROPRIATE STANDARD DRAWINGS OF CAL TRANS AND REQUIREMENTS OF THE ENCROACHMENT PERMIT. 9. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH AT 640-2121 AFTER PLACEMENT OF FORMS AND PRIOR TO PLACING ANY CONCRERE FOR CURB AND GUTTER SO THAT THE FORM LOCATION CAN BE CHECKED TO ASSURE ITS COMPATIBILITY WITH EXISTING CONSTRUl:TION. 11. TRAFFIC CONTROL DURING CONSTRUCTION ALONG MACARTHUR BOULEVARD SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF WARNINt; SIGNS, LIGHTS, AND DEVICES FOR HIGHWAY WORK. • ~-• 1 12. VERTICAL' CROSS SECTIONS FOR CUT /FILL AREAS REQUIRED EASTERLY OF PAVEMENT i WIDENING ARE, A SUPPLEMENT TO THESE PLAr-!S. i . , \~. Tvo u),%~ A,11.::>I". To ,-He e,e,:;,,1.11>-10 Pf ~Tl/7\.1 TRAF'l"IC, /..OV1~ ':>IC,1-IC, ~uwr e,e ~- 14. CIT'{ OF 1.1€.Wfm:f 6€:AC:H '2Ml>.LL ~ IZ!xii'OIJ01~ \'OR IU0f!::cT10IJ A-I.JO f,ii'f'WJV/l.L Or IMl"\<.OJE:ME:)-.h'C::> 'N'ITl-1I\.1 'THE. CITY OF I12.VINE: CITY LIMIT<::>. CONSTRUCTION NOTES AND QUANT/ TY ESTIMATE ITEMS TO 8£ CONSTRUCT£!) OR INSTALLED CONSTRUCT (J.5' A.C. OVER a,;,7'c;..Te, W S.C. PRIME COAT. CONSTRUCT TYPE "A" PC.C. CURB AND GUTTER (B"C.F) PERCITVSTD. 182-l CONSTRVCT CONCR£T£ SID£.W/.lt..K PER CITY (}/: NEWPORT 8E/.ICH STO. 180-t. CONSTRUCT Wf../EELC/./4IR RA.MP PER C4L 7R,1./.JC!7 'E>1D PLAJ.1 /J!? /J8 -bl Rfifl,-foVe eXl'577/../6 A.C. PAVfJMe!JT R!iNOVE :c·x1sr. Cl/RB G/JTTER J SIDEWALK CONSTRUCT VARIABLE THICKNESS A.C. OV£Rt..AY. EXIST. FENCE TO 8£ REMOV£D RE.LOCATED PER TYPICAL SECTION CONSTRUCT Z: I CUT SLOP£ PER PLAN TYPICAL SECTION. CONSTRUCT COMPACTED FILL SLOP£ PER PLAN TVPICAL SECTION REMOVE RELOCATE PER PL.ANS RELOCATE PER SIGNALIZATION PLANS, PREPARED BY OTHERS PROTECT IN PLACE AO!UST TO GRADE rOTAt. 50 ':!,"ltJO I If✓, Bf:O I "370 310 /0 460 915" I, 700 175 IMPROVEMENT PLANS FOR STREET WIDENING OF EASTERl Y SIDE Of MACARTHUR BOULEVARD l/N11 S.F. l.F. S.F. EA. 6.F L.t=. L.t= S.F. I..F C.Y C.Y !FROM ±130(1 NORTH TOt900° SOUTH Of FORD ROAD 50 CAL TRANS ,o/W ELY R/W "--------=--1-1 _, --l;'---+--"'---11 _,,@ r 6/, JO' G 44 3 Z 1B£NCH (TYi') z ,1 ,,.) 50 R/11/ CAl TRANS i!/W 52 F£4T#ER TO JOIN ----- - 71' • 6/, ---- ELY R/W 10' ; EX.i!'.'ISWPE? 1--''~' // I . , ...f/,!!_i'f' STA. 230+00.00 TOSTA.233i-S8.2/ · STA. 2JGr50.00 TO STA.238+00.00 so'H1N / 71' M4X. rvARl(,sJ CAL TRANS R/W 31!'.'/EX. COMPETENT PVMT VARIES ~ ,-..-~~-------------.,.. ~ zo'M1N/27'MAX.(VARl£S) ~ >'ARIES ~ :j: j'H/N ro ~ f... 29'MAX. -~ FCATHER roJOIN (\J .J VAR/£$ --1-------------- PRIOR TO SAWCUT C{)NTRAC· TOR TO VERIFY EXISTENCc ELY R/W £/w 10 OF ct!MPfiTENT PAV£MENT SECTION TO INDICATED SAW· ·WT LINE ( TYP. AU SECTION) EXIST. A,C. SJIOV/..l)ER·OITCH ,.....E"-'"'LY-'F-"l/""1)11~$A°"W'-'C"'V'-T""L!"-'NE=--1 § ' ELY R/W 5{)' CALTRANS R/w VA~IES 25 MIN 40 'MAX(VAR!ES z'IJENC/-1 /0 FEATHER TO J'OIN I STA. l27r00.00 TO STA. l/8+52.11= STA. 230+00.00 STA. 238 +00.00 TO STA Z42.+G7.00 TYPICAL SECTIONS N. T.S. wore COI-.ITIZACf OIZ ?.:>HALL IJOflF'( "Ti-IE: Cl"TY OF iR.v'l\...lE: A"T LE.AloT ..... ;f ~ lo :;J ~ ~ ' PROJECT I "' @@$I@ i Mi!@&J&!l /.S ."-.j r S EET Ne 2 " --"' "' + ~ ~ M4CAI/THlJR ~ ·<:; <::, ... <::, ::: " VICINITY MAP N.T.S. SHEET N!ZJ S#EET N~4 ~ ~ + "" "' "' 8LVO. ~ "' f( Big Canyon Reservoir % f.' ~ " ':f 8 ~ ~ I, 880 L.F,-'TWO WOIZ1' 1\..16, CO\..l'::>"'l"\Z<J CT I 0\-..l DAY'::> (4e, 1-\0URo) Pl<lOR 'TO <oiA~ll-46 W l'Tl-l II-\ Gl'TY OF 11<'.V11Je ~/W. (l\4) l'::>4 .-:::,(o7CP Br:NCH MARK EMERGENCY TELEPHONE NUMBERS LEGEND O.C.S. NO. 3N-42-70 LEVELED AND ADJUSTED 1970; ELEV.=129.358 0.C.S. ALU,i!NUM CAP MO::c:-'.ENT IN THE NORTHWEST PART OF THE JNTERSECTION OF cl\'·IBOREE ROAD AiW FORD ROAD: 66. 5 FEET IIEST OF THE CENTER OF THE M(DIAN OF JAMBOREE, ABOUT 155 FEET NORTHEAST OF THE PROcONGATJON OF THE NORTHEAST CURB OF EASTBLU~F DRIVE, SET IN THE TOP OF THE SOUTHEAST END, JN THE A',GLE POJNT FORMED BY THE EDGE OP-THE CONCRETE CATCH BASIN AND THE CURB OF A 4 BY 13 FOOT CONCRETE CATCH BASIN, LEVEL WITH THE CURB. BASIS OF BEARINGS AGEi-iCY ------·-- SOUTIIERII CALJ FORNI A GAS COMPANY SOUTIIERN CALJFORIIIA EDISON COMPANY PACI F!C TELEPflOIIE COMPANY CITY OF NEWPORT GEACII (SEWER, I/ATER) CAL1MIJt:::> (F~ 1~FFIC 'e'>l6NAL, L00?0) IIIVINE RANCH WATER DISTRICT (SEWER) CUUflTY SMITATJON DISTRICTS COMHUN!TY CABLEVISION NOTICE TO CONTRACTOR rlUMBER 1-800-422-4!33 835-3833 1-800-422-4133 640-2221 833-1223 962-2411 EXT. 243 644-4471 THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF MAC ARTHUR BOULEVARD AS SHO,JN ON PARCEL MAP NO·. 79-717, FILED IN BOOK 140, PAGES 1 THROUGH 6 OF PARCEL I1,."PS, RECORDS OF ORANGE COUNTY, CALIFOR- NIA, BEING NORTH 11°47'00'' WEST. . Cnnt~·.;~nor af?'''es' that h(' shall assume sole and complete" responsibility for job 'iJtr cnnd1t10n.-, clmm,g tht· course of comtruction of this Project. including safety of all rwr.,ons :rnr! propcrtr: that thi!-i n·quircm<'nt shall apply continuously and not be lim- 1tf·d to normal ,,·orkm~ hour-;; and that the Contractor shall defend, indemnifv and !101<1 t!w Owrwr .and the En_ginccr harmks~ from any and all liability, n-al or .ilicg<:d, 111 c:on111_-n11111 \\ rt h tlw pnformanc1· of \H>rk on this Pro,icct. excepting for liability ,1r1,,111µ lin111 tlH' -.;nk rwgligcncc of the Owner or the Eng-inccr. NAME UNDERGROUND SERVICE ALERT CHET WRIGHT UtlOERGROUNO SERVICE ALERT PAUL MALKEMUS ♦ E- l> P'. 0 POWER POLE f'DWER POLE ANCHOR TRAFFIC SIGN STREET LIGHT TREE FENCE --·----T--E---W- EXISTING CONSTRUCTION NEW CONSTRUCTION CENTERLINE TELEPHONE LIN£ POWER. llNE WATER LINE ROBERT MC GREW JIM ELLIS DICK WOOD [ _ ____] ~ + + + + +j bttttt lm'/41 1,:.-.:,.:';-.-:·::1 CONST ASPHALT PAVEMENT OVERLAY VARIABLE T#ICKNESS ll.f.. SAWCUT ¥ REMOVE EXIST. A.C. CONCRETE -··-, RIGHT OF WAY LINE A.C. DITCH FLOW LINE UNDERGROUND STRUCTURES -',LL UNOEflGROUND UTILITIES OR STRUCTURES R£PORn:o av THE OWNER OR OTHltR5 ANO THOSE SH<>WN ON THE RECORDS £)( ... MINED AR£ >NOIC"'TEO WITH THEIR APPROXIMATE LOCATION ANO EXTENT THE OWNER B'Y /1,CCEPTING THESE PLAN5 OR PROC££011'.1G WITH IMPROVEMENTS PUR"iUANT THERETO AGREES Tc> ASSUME LIABILITY ANO TO HOLD LINDER '!,IGNEO HARMLESS FOR ,t.NV OAMAG(S RESULTING FROM TH£ EXISTENC!.: CF U!,j0£RGR0UNO UTILITIES Ofl STRUCTURES hrOT REP-ORTEO TO THE UN0£RSIGN·ED NOT INDICATED ON THE PUS! IC RECORDS £)(,/!,MINEO LOCATED AT V,t,RIANCE WITH 'rH,t.T R[PORT£D OR SHOWN 0~ RECORO"i EXAMINEt' THE CONTRA(:TOR IS REQUIRED TO TAl<E DUE l"l'IEC,t.UTIONARY MEASURl,S TO PROTEC'r THE UTILITIES OR STRUCTURES SHOWN AND ,t,NV OTHER UTll.lTIE!i OR STRUCTURES FOUND AT THE Sl'rE IT SHALL EIE THE CONTR,t,CTOR'S IU'.SPONSHllLITY TO NOTll"Y THE OWNERS OF TH£ UTILITIES OR STJ:IUCTURES CONCERNEO 8El'ORE STARTING WORK ~ CJleH1,,Wllliam'Pibst ® c'51J.ssociates PR-OFESSIO~L ENVIRONMENTAL ENGINEEFIS & PLANNERS P.O. BOX 2!Jil-O • 1401 QUAJL STREET. NEWPORT BEACH. CALIFORNIA 1126'e3 . 17141 833.0070 ) ·I\ {'LA~ PFl:"ARED UNDER THE SUPERVISION OF \ _.:l{ ~. 1!j '<'-'?-e,I IJER. D, "10IIIIISON 11.C,E. 28646 DATE APPROVED BY CITY ENGINEER, ilF ~tr . .)3~ Rc.E .;J 7CJ5 IRVINE 7-15-81 DATE INOEX MAP SCI/LE: I"= aoo· APPROVED ~ ?aR?i'ON.5' /N NEW,VRT u51it t--+--+------,-,------&.,,-b,-,r➔ ~c;,ii.jei,~ ,_11._•Bl-f_l-i_D_M-+1'1-e!,J_l'::'6_0 __ 1-J01i_e_•._G4.l_A_l.l_:n_,-_1<=_s _ _c7'-f;-;';'';-J" -"-1' DA ,.~j" 4N0. !9";<:,,7"'.! I 10·8I N. 0 M. REV!SE!J IJIJ,!l(f!TY ( 1Yl'l{,4L SECT/UN /6, ,,.,,.,-1 = o DATE BY DESCRlf'TION REVISIONS DESIGNED APP'O. R.W.R. CHECKED N.D.M. DRAWN 8.J DATE Z-10·81 VICINITY MAP,, INDEX MAP GENERAL NO'FES I CONSTRUCT/ON NOTES 0l/ANTITIES1 TYPICAL SECTIONS BENCH MARK I BASIS OFBEARINGS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET I OF 4 ..L-'""'-_ J'. N. Z0/45 t-\,\.::-Ae1Hu~ r--:sl_.:,1.::>. -imP. :c,~Mf"l- rt!J-/ / i 12 . , ' CONSTRUCTION NOTES: 0-:=;--coNSTRUCT o.5'A.c. OVER 0.6]'c.r.e,. WITH SC. PRIM£ COAT. 0----SAWCUT A.NO REMOVE £XI.STING A.C. PAVEMENT. ~CONSTRUCT r;"A.C.BERM PER PLAN ANO DETAIL 'A''. GI-IEET Ni! 4 @--coNSTRUCT VARIABLE THICKNESS A.C. OVERLAV. ~ CONSTRUCT 2.: I CUT SLOPE PER PLAN ¢ TYPICAL SECTION. @-EXIST. FENCE TO BE REMOVED f RELOCATED PER TVPICAl SECTION @E--CONSTRUCT COMPACTED FILL SLOPE PER PLAN f TYPICAL SECTION @-REMOVE @---611WCUT EX:IC;;;T/IJG A.c: PA_\/EME/JT ' ~-'"':, '-'-' • ++++++++ +,;.+++++ ... ---------I I j ,20 _!!!---· 71------+-·------·------- ~ ~ ------- •• I "-:-<.Jt. -------·· ---------1 "<I -= ---.....,----'-E;f-b-·-·_,,...._...J .. _ GJt::,r:fl c.Beil/,,CWilliamProst ® c';ltssociates 'f'2.. Pt ,;srONAL NVIRONMENTAL ENGINEERS & PLANNERS p u 2590 • I ic: QUAIL STREET. ~i!,WP6RT 8E:ACH CALIFORNIA 9266::l . PLANS PREPARED UNDl!R THE SUPERVISION OF AJ,l J ;£1/ DAT£ BY DESCRIPTION lllffl. D. UOltllQIOlt 11.C,E. 211646 DATE REVISIONS APP'O. APPROVED RJ,R A:ll?T/0/115 IN DESIGNED R.W.R. CHECKED N.D.M. DRAWN J 8. DATE 2-/0-81 ~~O Dt<A.WliJl:f MACARrHllR BOULEVARD STA. l27+00.00·TOSTA.!l8+5Z.II= 2.30+00.00 PLAN f. PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT . SHEET 2 J.Z..014';;, J. N. 20145 Mt.\L.Aemue. E:i.:JD -1n,P..5rnf"F . , ~l f}.11:,']. c:, Cl I-8 ~ ... :,: 16 -,\l ! <>.: t--1_ ~~ 16 I i r.,j ,I' ~ .... l'§ i ..,.. "-F i <;)"' i Ill :SJ ~ __, __, ~ ~ ~ Q <, ~ I 5" ti: !,! I< " <! 'I. $ l\' IS "' <J "' ~ ~ ~~ '° <! ' Q. -< ~ ., !<J t:: ~ ~ <>: :::: t ' Cl ¢> ::,. ::, 15 cl: '< ::, C.J ~ ~"> ;a ~ ! .}: ;,,: ' ~ s! l:i • ..: ~ q :,l ti! ~ i-; iii ◊ i:i ~ ~-· . !'.1 " -.i _j ;i: ))_ ;:, ~~ I,) ..;_ ii~ ~ ~ i.: i ,._ ~ { 1. ~ I (p ~ -( • 1-. ... ~ "' ' ' i "' 9 Cl §&~ <J ~ ~ ~ ti "' EX.C. (;. Z30 c::, I ~ "'I ... .. ZJZ ~ <.J !c "' I( I ~ .... . ~ C; CITY OF !/?VIN£-~ I --- .. ------,:------'---•· Ct TY OF NEWPORT BE4CII CURVE DATA 4 R L T JS0O' 41.87' 23.85' PR.C>Fl/..1: 'BCALE' 1./OR.IZ. /'-40.' Vt:P!T, ,, = f!, I 1.~ PI.Af,.) "bCAL.e-Ill,.. 4o1 12 IRV/IJE C •t $pm 1f'fri%MNf-, ~ ill '-( 14 ~ ~ "' ~ -J ~ "' e: '< "' a ... ~ <J ~ ~ s c:--) --I.;,. '¼ ~ ~c I-3 :Y -- "' /2 '7 /~ // . I 1j T I l // I I I If I I /I I I I I ~ ~I --=1---------I ---- ~ CJJeiq,'Wi/Jiam'PttJst® c:54-ssociates PROFESSIONAL ENVlAONMENl AL erJGlNEERS II, PLANNERS P.O. BOX 2~90 • 1401 OUAIL STREET. NEWPORT BEACH. C~UFORNIA 92663 nl4, fl"•·ncnn ~ PIIEPARl!O tmD£R THE SUPERVISION OF JJ.J A. 41 • rml. II.. l\lOMIOOII R.C-E. 1116411 DATE 15 IG DATE BY DESCRIPTION REVISIONS CON0\R\JCTIOW ~CONSTRUCT o.s'A.C. OVER o.~tc.r.e,, WITH $.C. PRIM£ COAT ~COIJ~R'.uCf T'(fl:. "A" r.c.c. ~ Al-ID Git.ITTeR(B"C.F.) t"l::R CtTY OF" Wet.JfU!;tf eieACI-\ '::>TD IM.-L ~CONSTRUCT CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH STD. !B0-L. @-CONSTRUCT Wf.lEELCJ/AIR. RAMP PER, CALTRA/J-e, -sm Pl.A!-/ µg iJB-~ / ~SAWCUT AND REMOVE EXIST. A.C. PAVEMENT. ©-coNSTRUCT A.C. BERM PER PLAN AND DETAIL 'A', SHEET N!!. 4 ~REMOVE EXIST CURB, GUTTER AND SIDEWALK. ©--coNSTRUCT VARIABLE THICKNESS A.C. OVERLAY ~EXISTING FENCE TO 8£ REMOVED ? R£l0CATE0 PER TYP. SECTION BY CONTRACTOR @-CONSTRUCT Z: I CUT SLOPE PER PLAN ? TYPICAL SECTION . @-REMOVE ~RELOCATE PER PLAN @-RELOCATE PER SIGNALIZATION PLA~ PREPARED BY OT/.1£RS. ~PROTECT IN PLACE @)-ADJUST TO GRA0E ~ '?:>AVJcUT EXIE,Tf/./G A .c. PA.VEM/3/JT 'o" v,i- A.C, /\CCE~ ~MP @ ~"10 OF Co\OE.W.A.LK. IJ.T.0. DESIGNED DRAWN APP'D. /?.W.R. 8 . .f. CHECKED DATE N. D.M. Z-10-8/ MACARTHUR 801./LEVAHD Sr A. 230 .,. 00. 00 TO STA. ZS8. -l-00. 00 PLAN¢ PROFILE CITY Of NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF 4 4._'l.9_\4';,__ J' • l'¾C'.AV-1l-l ·J:.! ~{-...,, .-\,"V\R-,yl\!FF ( ")'' ) /? ".,· ',\· 239 2 • _+1 ~ C EX. wi:.r £.P. CONSTRUCTION NOTES: 0-coNSTRUCT 0.5' A.C. OVER 0.h7'c:,:a WITH .s.c. PRIME COAT. ~SAWCUT ANO REMOVE EXISTING A.C. PAV£M£NT. @-coNSTRUCT 6"A.C.BERM P£R PLAN AND_ DETAIL "An .SHEET N~ 4 IJE:--coNSTRUCT VARIABLE TJ.IICKNESS A.C. OVERLAY. @-coNSTRUCT 2: I CUT SLOPE PER PLAN f TYPICAL SECTION <!JE:-coNSTRUCT COMPACTED FILL SLOPE PER PLAN ¢ TYPICAL SECTION. @-RELOCATE PER PER PLAN W::-0AWCUT EXl'f>TI/.JG A.c. PAVc/V/e'i-lT - PROFILE SCAfE: HOR1z: !"=40 VE/er: l"=B' 240 PL~=8Jo1LE: 241 "it; '"'1 ii-- I 13 242 I--.. t:l Bi ~ ~ > t1:) • ..., - 1:1: l!J c:,, ~ ::i: ~ ~ -c::i s..i <.i ;;< ~ so: ¼ -0 ~ t!l tl: \,)_ V) 'li i ~ -~ ic:: ~ 2 2 243 I..: ~ ~ ,-.; 8 ... ... c:,, ~ ~ '2. FILL DAYLIGHT LIN£ 243 ' ! . TACK A.C. PAVEMENT WITH ASPHAl.TIC EMULSION AT RATE OF 0.05 BALLON PER SQUARE YARD--, DATE BY DESCRIPTION REVISIONS COl-.lu'!'. ":," J...e,. OV(,'f'_ COMPA.C-11!"0 0LIOOl<Al?l::"-, DESIGNED R _,,_ R.W. - CHECKED N.D.M. DRAWNB.J DATE 2.-10-81 ------- \IJ~P C(JU.IIJl<JNl() W-JI-ID A-C.. EoeRM. ro .loll-I EK e,€!2.f.\ (eoi,1 '?l[)E'h Of PITC") (g DAAWll,.l(;r MACARTHUR 801.JLEf/ARD STA. 238+00.00 TO STA. 242+&7.00 PLAN, PROFILE ¢ DETAILS CITY OF t!EWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 4 OF 4 __ ,,c,--.s-_ l.N. 20145 \J\...:c Acn+~Je..._ w•c -1,....,P.: s~F~