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HomeMy WebLinkAboutR_5267_S' I I l V 0 SAH DI£ G 0 ST / VICINITY MA P PLAN FOR THE AND PROFILE IMPROVEMENT OF MACARTHUR BOULEVARD (STATE HIGH WAY ORA-73) FROM CAMPUS DRIVE TO JAMBOREE.BLVD __ _ STA. 79+27. 36 TO STA. 126+00.95 KOLL CENTER NEWPORT NEWPORT CALIFORNIA A DEVELOPMENT OF DON KOLL COMPANY GENER~L N OT E S I, ALL WORK WITHIN THE LIMITS OF MACARTHUR BOULEVARD SHALL BE DONE IN ACCORDANCE WITH THE 5TANDARD SPECIFICATIONS Of THE STATE Of CALIFORNIA. DIVISION OF HIGHWAYS,OATED JANUARY 1973,ANDTD THE APPLICABLE PORTIONS OF !HE STANDARD SPECIFICATIONS FDR PUBLIC WORKS CONSTRVCT!ON),ATEc 1970, EXCEPT WHERE OTHERWISE NOTED. ~-\'~ __ !!'U s,_,1_,_v s.,E R,_,1-'-'I Tc.ol-- A BENCH MARK: 0 UNIV CAllf IR VI HE PLAN 8"V.C.P: M-H. 48"R.C.?. $.UM.\-1. ff c.e. --8"W-- B"G)(. ::tFH. ---~ TC. F.L E.P ORANGE COUNTY SANITATION DISTRICT NO. 7 NOTES: LEGEND 51'1-l 5EWf.R LINE STORM DR~\N W/M.H.( CB- WA1ER Ml>-IN GATE ~ Al~ E Fl RE \-\YDRI\NT A55EM BLY TOP OF CURB FLOW LIN[ EDGE OF PA~EMENT F' q1·Sl---\ S1JPf~CF. REFERS TO CONSTRUCTION NOTE UND£.R.GRGUND ELEC: i,:\C,b..L D ,,-~- REFERS 10 CURVE DATA l. All work performed on the District's facilities shall comply with the District Standard Specifications and permit requirements. 2. Inspection Services: Notify the District 1s Engineering Department a minimum of 24 hours prior to commencement of any work on the District's facilities. Call (714) 540-2910. 3. Crowns of connecting laterals OR stubs shall match the crowns of the District 1s trunk or sub-trunk sewer. 4. Any damage to the District 1 s manhole or structure shall be repaired to the satisfaction of the District at the Contractor 1 s or sewering agency 1s expense. 5. Work not done in the presence of the District 1 s inspector is subject to rejection. RAUB ■ BEIN ■ FROST AND ASSCCIATEB 2. STATIONING REFERS TD CENTERLINE Of STREETS, 3. CURB DAH REFERS TO FACE OF CURB. 4-ALL OND£RGR 0 WHK SHLL oc ; 0 0 PRIG~ 10 PAVINE> OF STREETS. 5. _Wt\\ ,11,., \~f,..Ll Mt\1i: ¥Lji.,$TIC :--,j,~N ,.ii~ 6, ALL PO R1 l AN P CE M l ~ 1 t D N C H TE SI H L H Cl ASS 064 -[ lJ J; 7_ All cRAINA6£ STRU()URES !KP RE1AININ6 WALL f00Tih61 SHl ,-t C,"::, e' SS 564-B-3000 GLHGRcTE Fe. -!500 P.S_I., fs. -1~.000 P.SI. UNLESS OTHERI/\Sl 11,, 1;0 ; JN !c_,:,, 8. EflSTING UND[RGROUN) UTILITIES ARl nDliH A\ PER AVsiLAbl' \c''•i•,j 1G~ $SALL ~' USPON\IH[ fOK VERIFYING TIE HTUH LOC!T1i' s,, ' G PRIL, JO ,E;1N\IHG CON \TRUCTIOH Of THE NEW UTILITIES. 9, PAVIN1, cF:U,TOf SHILL ACCEPT e,I\TIHG STRUT niGUH :·j,' ,-, IS 61VEN TD 01/NER n10R TO HGINNING WORK. 10. ALL £'1.PO;ED COHC~t\t S~~FP..lE~ )~ALL ,,~\ G AND \i!LKS II, All EXPOSED ,,, ,,, ET,L 11 ,II 10 Bl GALYANl._'D PEK STD SP E CS. A FT ER 12. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRAD[ AND BROUGHT TO FINISH GRADE AFTE.R PAVEMENT le, IN PLACE- 11 THE CONTRACTOR SHALL MAKE THE NcCESSARY ARRANGEMENTS WlrH THE LR.W.D .. FOR iHE SHUTTING ~OWi~ / DR'\\NlNG OF nE EYISTINll WATER LIN[S IN _ORDER TO FACILITATE THE PRDPOS.ED CONNECTIONS. 14. 15, 16, HOOi i M ALL WAll~ M!INS SIHL ~E UH\1D1 C,. "111-,j!MUM. GAT';:. V/\l\J_~ ADJ/:,.Ct.NT TO BCNDS A~l'J .-c_·;:o. '-,r\,'stL ,:::,t_ ii'u,ti{c'. _ WtTH SUCH (,~1-'\J!'\i:..~-lANCES,ASPER \RVINE RAN.CH WATER DISTRICT SPE.C'S,5E_GT\0N$ A-'3(A-IO or WATER MANUAL Br \RWD, Fl~E Wi' Kt~7S_ ltHT(?-~iET~n 1 ~ STU.ti LlbUT )1.lNOAU~ JHLL H LOLA Lti Al ··~/ITH CIW ·STANDAR-05. ..._ • ~ALL 5E 4'11.C.P. ,.,A.NGE iO FLANGE Fl. THE SEAL COAT SHALL CDN31ST DF 5S-IN _ASPHALTIC EMULSION (PAVING ASPHALT GRADE ~0-70) AND SHALL BE APPLilD A MINIMUM DF 30 Dft,Y AFTER THE AC PAVEMENT CONSTRUCTION(AS PART OF THE CLEANUP OPERATION) AT THE RATE Of 0.10 GAL/SQ.VD- \ Contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this Project, including safety of all persons and property; that this requirement shall apply continuously and not be lim- ited to normal ,vorking 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 ,vith the performance of work on this Project, excepting for liability y arising from the sole negligence of the Owner or the Engineer. A~PROVED IRW WATER SYSTEM PLAN AND PROFILE FOR THE IMPROVEMENT OF ALUMINUM DiSC STAMPED 3S-26-70 0.(,1 MILES N'LY ALDNB MACARTHUR BLVD-FROM THE JUNCTION OF BRISTOL STREET, fDR/,tERLY PALISADES ROAD, AND MACARTHUR BLVD. 47' EAST OF RC.E.. NO. 12.eac. CIVIL ANO STRUCTURAL ENGINEERS DATE C,-/J-?"J LANO SURVEYORS ANO PLANNERS MACARTHUR TITLE BOULEVARD SHEET SHEET 1 -THE 4a OF l'!ACART~UR , ABOUT 402' N'LY. OF ENTRANCE TO COLLINS RADIO CO. AT A OROP INLET. ;;E.T IN TOP OF THE WEFf END OF THE NORTH ·WEST CORNEIi OF Dl?C>P IIJLET, 35' S'LY. OF eND OF CURB. EU:V.43.'259 M.5.L. ',0 136 ROCHESTER STREET (7141 548-7723 FIELDBCOKs SCALE rRACl NC! 7gs.3 of _c_c,~=EsA/j. ct)·~R.NIA TEL (7141 542-1022 >-D-AT-E-+---BY-+--------D - , - s - c a - , - e 1 - , - ◊ , - - - - - - - - - , - A - P - P ' - o _ - + - o - A _ J _ c - + ' - ~ c - \ ~ \ - , ~ ~ ~ ; , 3 ~ ~ ~ ~ 1 - _A?,_ ::~?¥m -+---------c-,;-Y-,O_F __ N_E_W_P_O--R-~-B-E-~-C-H_---------1-,.f?--.,5.-"2,-'6~ 7·S (,(_,.CttlJ,i-!Y',< ,P;,,,, DATE 2 •2-73 c~·c:·"· R.e,. PUBLIC WORKS DEPARTMENT ROBERTW.BEIN RCE Nv.\27S8 REVISIONS R-~-M. ;e-1-73 l I G} 1 SIO.e"tvAU f'RUE. VAfUE"'5 (Dl,TO 87' (SEE PLAN':.) " \l.b.RIE$ G:.ID' i()_~~~s~----------------lcx I ( ~ ~ ~ :3 I ~r----=4~•-j---------~V~A-~~'"-s-=5~7-'~T~O---=~~·-·~cs~E~E~P~~~N~S~)------------+--------------~V~•~R~•E~s,__~5~~~~•0L___;~~dc_ ________ -+--~'20_'T~0~6~'--1 UI ~ LANDSCAPE : 1s' TO 45 1 *B' f-L BERM (SEE PLANS) ~i::::...::::;:r------~· i VARI co ,CR EXlST. '5TRUC.T, SEC.TYPE I EXIST. STRUCT. 5£CTION TYPE II JOIN EX:lSf. DVMT. I; FEATHER OVE.R n"• 1 ___ ,--(ioYil),.JOs,E\SI TO SATISFACTION OF l=IELD INSPECTOR --------- ---=--==-==--:::J~'::[[ 2_~/t-±i:::~-~:'."f Y4/fi 1-_:-: : :,; I ~-;_.,.:,.:: ••<> '"• ".., • o••• o"' VARl'i:.$ ' ---J-=i , t=.--==i=-~--~-=_ :.::_ =~-===--==-=7::i== = = = ---,_n----------,' -I -I ~------__j--1 --'----I --TYPICAL I2"A.C.P. WATER MACARTHUR BOULEVARD STREET UGHT CONPUJT { MEll.NDERlN6 Bl KE iRAlL ~ WALK SEE (;;'\ LJ\N05CAPIN6 PLANS FOR LOCATION~ WIDTH.\.V CD 8' EKIST. FE,6,,THER OVER EXIST. E.P. 51-\0ULtlE'.R TO PROVIDE' A. SMOOTH ,JOIN.-. 51::c..TY?!: 'I o.z.01E.)(J'ST, A.1;.. TO BE ~ ,__. REMOVED~ D\SPOSE.D, "' 0,35'EXlST.A.B.TO BE "-._r--R'EM0VED1U~E'.D lN NEW '\..I $ECTION. 8" "! LIMITS Df EXUV.ATIDN TD BE REMOVED AND USE.D IN NEW SECTION, DETAIL (ORA-73) NO SCALE NOTE< EXIST. STRUCTURAL 5EC1 IONS OF HIGHWAYS 'AS BUILT' PLAN$ PER 5TA1E DIVISION DATED ~AN. IG:i, 19'47. STRUCT. SECTION TYPE I, -0.20' A.C:. OVER 0.35' A.B. OVER J.45' AGG. SUB-BASE 4) ~ s.i WATER SYSTEM~ I CON5TRUCTlQN NOTES - ESTIMATED QUANTITIE5 MACARTlillR MAC\R1HUR JAMBOREE BL VO. INTERSECTION 1~~~ ITEM AMOUNT AMOUNT i 'l-?Sc'("'-1 }--ypCc,Oc,N-'--"'S1,.-_._:4,_,"Acc.C,c.c,W,cl_::TH"--'Se,E,:AL"-"C"OA,,_J'-"O"-VEe,R,,__I!,,,_'---'' A,;.B,.._W"-'-'1T_eH,__..5,_,Cc:-:l'2c,5':cO_P,::R,,_t!.':McsE'--"C'-'Oe,AT,_'_sO:,:VEs,R"-'-I2e_"2A,sG,,-Gc_. _,S'°U!.!'Bc:-:..,Ba,A,.sS,.-E~--.f'/C:30,5c,_,2::_"'lc,'B"--ii-'/'=3c,,,_,I 2'-'0"'--+S:,,~F. ('1.}---CONST TVPF; "A"(.,"c.F.) CO RB { GOTT ER PER C.tTY Of NEWPORT BEACH lo> TD lO I -L (~MODIFIEP) EA: ' (-i4}--REMOVE: EXIST. IO"A.C-P. 10'1. L.f. lo"A.C.P. LATERAL. 270 L.F. 6" GATE VALVE -6 EA, STRUCTURAL S EGTION ~l ·~l cc·?:~:;~•:, .. • ~·~--1-•c,_·, "'·cc•::~-'·.~··'·"-·-•;_·'. ~-~-"-•,:,4':-,,, ~·-:r··~·,:.c·· ... • -c.·.-:=:•·:"l ~-_, .: .•_. :,-,, ..• a: .-., . '< • •. ~ : ~: ., .••• • .• .·':'. :.-::. '. ~ .,._. -~·~ ... -·~: ~-"~,-~· --~--~-c-'·c.-;,.~~--·c,.'1-~.' ·~-'~''"-·'cC·'r''-'' ·-~--~..,--~·''--"'-''""'c.:· ... ·•~· (31'-I" SERVICE CONNECTION w/w.M. 00)( PER I.R.11/,D, STD. W-I I EA. NO SCALE INDEX MAP ~--1[±]1------ -HOT TAP LEGEND WATER M/>.111 G~TE V~L~I:. / / FIRE 1-\YORI.NT "SoEl'IBLY SHEET MO. ( TENTATIVE TENT. I I • I SAN£> 8,4Ck'F/LL 0-1-- 12" G'AS .S£RJ/IC£ TREAICH" SEIPER SYSTEM-. TYP/C,4L UTILITY TR£NC# CROSS SECTION STORM f)RA//1/ SYSTEM -< NO SC4L£ TRACT 7352 SCA.LC.: l"='l.00' TRA.CT 19$3 I' PV.C. $LEEVE. 45 L.F. .. (~)---- ( )_._ I 1/2"PV.C. $LE.EVE. 45 L.F. ( }-- }- , (40, CONST, P.C.C SEWER 2NCA$EMENT PER DETAIi.. ON S~T. 7 (41}-lt"V.C.P, (41\..... 811 1/.C .P. (43)-MA\\lHOLE PER STD-40'2-L (4"' DROP MANHOLE PER STD.400-L t 402-L (OVER EXIST-IS"VC P. I;'. 5-o"(\USIDE.-DtAME.-TElZ) (4!il---MAN HOLE PER STD. 402.-L ( OVER EXIST. 12 "V.C-P.) (46)---4" A.C.P. FORCE MAIN -CLASS 150 (47>-6" v.c. P. / 159 Z4"R.C.P. 1350--D i'-O'L '2.1" R.t..P. I350-D (~1)-----IB" R.C.P. 2.000-D (62}--15" R C.P. 2000--D ((.3, /8/ 794, 1,470 s I 65 55 33 448 sia S.F. SF. L.F. L.f. L.F. L.F. EA, EA. EA L.f, L.F, L.F. l.F. 55 L.F. (64}-B" A,C.P . .'3000-D B3 L-~ ("5, AREA DRAINS PER DETAIL. 51-\T. \\12 (,, :, EA (66>-CURB INLET TYPE Q.S. PER STD-oOG>-L (L= 3-S ') I EA (61~ CURS INLET i'(PE o.L. Pl:R. 5T"D. ~o<o-.L-(L:::71) I £A. (Gil-CURB INLET TYPE 0-L. PER 5TD. 30\o-L (L= 10') 2 ! EA ,.~-CURI> INLET TYPE o.L. PER 5TD, 3o<o-L < L= 14') I ,~ 1----~-' (70"">'-+l--_JccU,cN.,_C°'T"-I0,,,N-'--S=-Tec.Rcc:Uc__C_T..cVc.R"-E--'-'P-"E"-R,__:SccT.,,D_· .,,;-"1 t~-~L'--~------------------+--"4__ ------+-=EA"--! (11' JUNCTIQ),I" STRUCTURE P6R S"ft:,. 311-L I EA 72)--LOCAL DEPRESSION PER Gt'fY OF L.I'.. $11). 108 ( X--5 0/TCh' .6A5/N Of'EN/NG 0€7AIL) 3 E'A. (73)-----CONC.PIPE COLLAR PER STD. :!>I3-L 2 ! <A 14!--REMOVE EXIST. CURB INLET. I I EA ____ ,. -••• ...... ••• APPROV.ED MAC ARTHUR BOULEVARD RAUB • BEIN • FROST /3.;@}tL SHEET l--t--t--;;--------------+----+---1 ASST PUBLIC WOO¼S ,OlRECTOR TY PI CAL 5 E CT I ON S ASSOCIATES-:F/9-7311.5.11. mAPOEQ.MEl!ILJJJ/9lLJYt2?(i/f/LJJJT., T;J~lt-lZ-)' RC.E.NO \'ll\Oo INDEV M"P--CONCTRUCTION CIVIL AND STRUCTURAL ENGINEERS " '°' •-~ LAND SURVEYORS AND PLANNERS 9-C,-73 sw: ffiAO.c>EO /SIAN'LJS (<?UANT. / ';y, ,\1<1\? DAT£ l,--/)--7 J N TE E E I"\ 136 ROCHESTER STREET I TEL, (7141 541-7723 ... f/'e ,r (--flELD 600< 5CALE Q S~ STI MAT D \fUANTITIES OF IQ C::.O=S7T"' A,-'--M~E-=S-'-A-'-, -j---C:CA'JL:C'fF? .01\(-' 1N.:cl_:_A_: ___ _:l.:c7:_U:.:I_S:_4:.:2c.-=-I 0:.:2:.:2 t8_·_3_· _73-t-"--._.!_. _· ft.L:,=~~_.x_r._€_N_o_J,_n._Co._, -"-·-_A_"_"'_:e<>_!X_._.Z._'8_7_' __ .,.,__-c __ fC/j:__'c_,Jµ_fi3~-~l-_7_,_:;-t,;;;c;==;;----j--;A;;s=S:;;H:;-O_W_N_-t------------''~•""':,_•,,:A,,_,C"--'T'---'IV.="<>".--"7..:f;>,e..='.._, ,:z..__ ____ +----_ -_ -_ -_~ _-_-_--:__-_-_--.:_--.:_--.:_~ AND 2 ({----:--'#~~-P ,, ) (; la.:-DATE 2-2-73 NTE BY DESCRIPTION AP.PD. DATE OE:I;.~ED 0:~~~.v. C\1~ OF NEWPORT BEACH A?-5267-cS ._ ___________________________________________________________________________ .a,_ _________ •o_a_e_R_r_w_._e_,_•N __________ "_"_N_o_._,_2_1_5_s __ -_,,_,.!=~---· _-:::::::::::::::::R:_E-v:_1-s:1:o:H:s::::::::::::::::::::::::c:~:-E:,c;.;·-~~~:·:::::O:A:T_"~z:-:,-:1:3:-:.i.. ________ P_u_e_L_'_c __ w_o_R_H_s __ n_E_P_A_R_T_M_E_NT _________ _ _____ .. ~ ; . ,'-.. •. I. . ( I I ' I I ( I I 1· ' ' ' <, '' ' ' ' • .. #.. E/X1,s7: Gi:?4i:>E@ 5 p · ···.•· ·••·· · · .... ~· >I p .i~~~ .}~ ~ • • • ·..· .,, ;· :t.·~ ti'i ,l1c ,is . --::-7 '.· ... ~ -~ ••• ~.~ ---:.---,.. ·.Ji;eb&t~ 5~.bt.~/ : ··-:1:t{i::t~{Z ?..pi::@_(-,- -::v~:-2,r J, :-✓,_ ~(~ 4 F ,•; • . PL. 0. u. si:.,u.li, If~ =,··4,0/. . . • MA CA~ T~Uie ' -' . --' ~··;...:; ... ,; ·:· • . . . . • . . ... . •• ~ p✓~•. TNi-4 . ·al, ,'$rA-: 7: sgRIF>Tlgl/ .• '-> ,·.· .-::··· j _i~!. ,,11, '."°' - ' h ' '' ; " ' ! ,. >: :, ,· ·>·· ' i ! Sl'f • (f f ' I I-: l l I I :! --• r," l)£7AII. T . . • ,. '_, • . 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