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Home My WebLink AboutR_5450_S. ' CONST. 1/0TEN£ 2. 4) ® 8 10 12) I ' ) 3) 7) 9; It) @ 14 @ 16 GIENIERAl NOTIES 1. ALL WORK DETAILED ON THE.SE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE 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 CAL1RA.l.lo 6TA\.lOAl<'.D 6PeetF\CA·now0, Ltll-\\C\li','\/ER. \0 MOfZ.'<:. 0\"IZ\\..l[qEIJT. 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 ANO 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 AND 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 ANO APPROPRIATE STANDARD DRAWINGS OF CALTRANS ANO REQUIREMENTS OF THE ENCROACHMENT PERMIT. 9. PAVEMENT SECTIONS SHOWN ARE MINIMUM ANO SUBJECT TO REVISION ANO 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 CONSTRUCTION. 11. TRAFFIC CONTROL DURING CONSTRUCTION ALONG MACARTHUR BOULEVARD SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF .WARNING SIGNS, LIGHTS, AND DEVICES FOR HIGHWAY WORK. 0 ! 12. · VERTICAL CROSS SECTIONS FOR CUT/FILL AREAS REQUIRED EASTERLY OF PAVEMENT ' WIDENING ARE A SUPPLEMENT TO THESE PLANS. ; 1J. ~ll)o t0e61@ f'l'clPl'c To ·me l!,e;&l\Jl>-l& Pf CO\J"1\WC.TIOI-.I WAfflC, ~OVICxJrH 01C,\..!"1 ~•uiur e<: fl;,;,1el7_ 14. CIT'{ OF WEW\'OIZT e>EACH 01-\ALL 6E \2!;.6foW0Ie,u; FOR I\.l'aftCf\01..l Al.ID A'?f'r2DVAL Of- lMW-D.JEMEITTC::J WIT\llW 11-\E CITY OF llZVINE: CITY LIMIT':::>. CONSTRUCTION NOTES AND QUANTITY ESTIMATE ITEMS TO BE CONSTRUCTED OR INSTALLED CON_STRUCT 0.5' A.C. OV£R 007'c-.Tb W / S.C. PRIM£ COAT. CONSTRUCT TYPE "A" P. C.C. CURB AND GUTTER ( B "C.F.) P£R CITY STD. 182-L CONSTRUCT CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH STD. 180-L CONSTRUCT IVI-IEELCIIAIR RAMP PER C::.,,.L 7RA/.JCb f:>TQ PLAJ.J !./~ !Ja -bi -ReMoVe e>(/'5771.JG A.C. PAVeMelJT • - CONSTRUCT A.C. BERM PER OET//IL "A"' SHEET N• 4 -REMOVE 1:·x1sr. CURB GUTTER ¢ SIDEWALK CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY. EXIST. FENCE TO BE REMOVED £. RELOCATED PER TYPICAL SECTION CONSTRUCT 2:/ CUT SLOPE PER PLAN £ TYPICAL SECTION. CONSTRUCT COMPACTED FILL SLOPE PER PLAN E. TYPICAL SECTION REMOVE . . RELOCATE PER PLANS RELOCATE PER SIGNALIZATION PLANS, PRE.PARED BY OTHERS _pROTECT IN PLACE ADJUST TO GRAD£ TOTAL ?ff iJ, 000 4-50 /1..\/9,CJBO ~ .... , I /':;,, Sf:O l"tY7 370) 310 /01460 9/S -/ I, 700 175 ~M~~(Q)~IEMIE~u ~lA~§ f (Q)~ §u~IE!Eu W~[Q)IE~~~(G (Q)f IEA§u!E~l w §~[Q)IE (Q)f ~L%(CL%~U~[UJ~ [83(Q)[UJ l~ %7 L%~[Q) UN1T s. F. L.F. S.F. EA. ':J.F L.F. l.F S.F. L./: C.Y J----6 C.Y . . ffil(Q)M +~ 30XOf ~(Q)filu~ u(Q)±®©©0 ~(Q)ITT~ (Q)f· f(Q)fil[j) ~(Q)A[j) . 50 eAL TRANS .e;w ELY R/W ...._------~-7-1 _, _.-l:f-----+--""-11 fe r--G/1 10' ri • 50 R/;y CAL TRANS e;w 7/' ,S2 VARIES £LY R/W JO• STA. 230 +00. 00 TO STA. 233 +-58.21 .STA. 23G+50.00 TO STA.238+00.00 so'MtN / 71' M4X. rvARtESJ r:Al T,eANS i</W £LY R/W R/W 32 '( EX. COMPETENT PVM'r VARIES ~ 1---~,~~-,-=~---~t-~='-----1~ r,;-,9 :l 20 MIN/27 MAX. (VARIES} < VARIES <.> :,,C.-/0 ~ 3'M!N TO ~ 1--. 2.9'MAX. "(l'J PEATHER TO JOIN.\~~ .J"' 2 -8 " ~ ~ ~, ,.. -~·~, VA~ .; rj;, v EX.FS.r --~-27-,:% yl) -----( ~ II r-----------'-'• 2%H/N -----" ~'\ ,, !11 PRIOR TO SAWCUT CONTR4C_-u,c,j :-r,-'i • TOR TO VER! FY EXISTENCE /4, , I , OF COMPETENT PAVEMENT I - SECTION TO INDICATED SAW-EXIST A.C. $H0ULIJER-0ITCH ·CUT LINE ( TYP. ALL SECTION) £'LY FROM SAWCUTLJNE S _ STA. l27+00.00 ro STA. 118+52.II = STA. 230 +00.00 STA. 238 +00.00 TO STA 242.+67.00 TYPICAL SECTIONS N. T. S. C0IJTl<AC.TOR 1-.JOTE: COIJTIZAc.l" 01<'. lc:>HAL.L 1-..lOTIFY 11-lE: CITY OF i1<.v'1\.Je A, LeNol" ELYR/W /:;L SHEET N!2 2 l IJ (,i /:] ~ < :;;- ' c:::_ MACARTHUR 0 Bll'~Dliil® -/ rn ..r-.... Bonil~ Reservoi~ VICINITY MAP N.T.S. Z2 - SHEET N 2 3 S/IEE.T N 2 4 " fs -~ -<:i t "' "' ~ .,., ... ... ~ ... ~ co "' -"" " I BLVD. <:) ~ !t Big Canyon Reservoir ~ i-: ~ ti 8 ... ~ ~ l<J 17 -,;;;,-41/JCUT € XISTIAIG A. C. ( PA.VEM€f,f( ~,__ _______________ _,___,..:_, _8_8_O.........1._L_._F.-_i TWO WOIZl<'.1\..16, CO\.J<oilZLlCTIOI-J DA.Y<o (4e, \-IOui<'t.:,) r-'\<IOIZ 10 '3\ARfl;..\6 u.JIT-H IW CITY Of 11<V11Je R./W. (114-) l':::>4·"::><blCP \,. ~ ~ . /...___., BENCH MARK EMERGENCY TELEPHONE NUMBERS LEGEND 0.C.S. NO. 3N-42-70 LEVELED AND ADJUSTED 1970; ELEV.=129.358 0.C.S. ALU:',INUM CAP i·',O,:u:-:nn IN THE NORTHWEST PART OF THE INTERSECTION OF JAMBOREE ROAD AliD FORD ROAD: 66.5 FEET "'EST OF TH: CENTER OF THE M:DIAN OF JAMBOREE, ABOUT 155 FEET NORTHEAST OF THE PROLO~GATION OF THE NORTHEAST CURB OF E~STBLUff DRIVE, SET IN THE TOP OF THE SOUTHEAST END, IN THE ANGLE POINT FORMED BY THE EDGE OF THE CONCRETE CATCH BASIN AND THE CURB OF A 4 BY 13 FOOT CONCRETE CATCH BASIN, LEVEL WITH, THE CURB. BASIS OF BEARINGS AGEIICY SOUTIIERII CALIFORIHA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHOl1E COMPANY CITY OF NEWPORT BEACH (SEWER, HATER) CALT\<'.ALII::> (FOIZ "Tl<AFFIC <;,1,:;;t-.1AL1 LOOf"o) I RVIl1E RANCH WATER DISTRICT (SEWER) COUIITY SANITATION O!STRICTS CUMl•fUNITY CA8LEVISIOl1 NOTICE TO CONTRACTOR r!UM8ER 1-800-422-4133 835-3833 1-800-422-4133 640-2221 . 833-1223 962-2411 EXT. 243 644-4471 THE BEARINGS SHOfi!< HEREON ARE BASED LJPQN TcE CENTERLINE OF MAC ARTHUR BOULEVARD AS SHOWN ON PARCEL MAP NO. 79-717, FILED IN BOOK 140, PAGES 1 THROUGH 6 OF P!.RCEL l:APS, RECORDS OF ORANGE COUNTY, CALIFOR- NIA, BEING IIORTH 11°47'00" WEST. . C0nt;~nnr a~:cc-s that he shall assume sole and complete responsibility for job ,1tr •ond1t1on-; dunng the <ourst' of construction of this Project. including safety of all !X'r:-;nns and prnpertv; that this requirement shall apply continuously and not be lim- lt('d to normal \Yorking hours; and that the Contractor shall defend, indcmnifv and hold the (hnwr and the Engineer harmlf"ss from anv and all Iiabilitv, real or alleged. in. c_onrn_'ct i1111 ,dt h thr pc-rformanc(' of ,\-ork on this Project, cxcef}tin~ for liability ;irhmg from tlw ,o!r ncg-li~cncc of the 0\\-ncr or the Engineer. -0- NAME E- UNDERGROUND SERVICE ALERT p CHET WRIGHT :a: UNDERGROUND SERVICE ALERT 0 PAUL MALKEMUS -X-X- POWER POLE POW£R POlE TRAFFIC SIGN STRE.E.T LIGHT TREE FENCE ANCHOR -------T---£----w- EXISTING CONSTRUCTION N£W CONSTRUCTION CENTER UN£ TELEPHONE LINE POWER LINE WATER LIN£ L_=.J CONST ASPHALT PAVEMENT RIGHT OF WAY LINE • A. C. DITCH FLOW LINE ROBERT MC GRE'W t++++•I OVERLAY VARIABLE TIIICKNESS A.C. ±±±+± ·' JIM ELLIS· tm"/4d SAWCUT ( REMOVE EXIST. A.C. DICK WOOD 1,=:-::-:=: •. -:·::-1 CONCRETE UNDERGROUND STRlJCTURES A.1.-1.-UNDERGROUND UTILITIES OR STRUCTURES REPORTED B'I' THE OWNER OR OTHEf:15 A.NO TMOSE SHOWN ON TME RECORDS EXAMINED A.RE >NOICATEO WITH TM[!R APf>ROXl"'IATE t_OC/1.TION ANO EXTENT THE OWNER BY /1.CCEPTING TMESE Pl_ANS OR PROCEEDING w,TH IMPROVEMENTS PUR<;UA.NT THERETO AGREES TO ASSUME UABIUTY AND TO HOI_D UNDER SIGNED HARMt_ESS FOR /I.NY DAMAGES RESUI.-TING FROM TME EXISTli:NCO: OF UNDERGROUND UTII.-ITIES OJ> STRUCT,JRES NOT REPORTED TO THE UNDERSIGNED NOT INDICATED ON THE PUBLIC RECORDS EXAMINED LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN 0~ RECOR05 EXAMINE~ THE CONTRACTOR IS REQUIF!ED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN "'NO ANY OTHER UTIUTIES OR STRUCTURES FOUND AT THE SITE :T SHAl.-1.-BE THE CONTFUCTOR'S i:tESPONSIBILITY TO NOTIFY THE OWNERS OF T"IE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK ~ n:2!0) ~'Bei11,,~1iam~J1>st{Jj],c§1.ssociates .LJ~~ PROFESSION.cAL ENVIRONMENTAL ENGINEERS & PLANNERS ~ P.O. BOX 2.!HIO • 1401 QUA/~ STREET. NEWPORT BEACH. CALIFORNI~ lne.63 LS. • (714) 833.0070 ,. ') :{\ {'LA~\ PRE_PARED urmER THE SUPERVISION OF It ..:X ~-'?-'?-e,\ R.C,E. 20646 DATE APPROVED BY CITY ENGINEER, .%:JF ~4'. Q~ IRVINE 7-15-BI DATE INDEX MAP SCAlE: 1"=300' AS BUILT ·' APPROVED ~ .PM170NS / N NEWA?RT7»JJL 1-1'2-.-6-l-+-i-.l-D-M--+IZ-B./_106_P __ l:'0\1_B_•_-QJ.J_A_\JT_\_T'_IE'-S--/2\-,,-+-1::"",.t1,'"_,,~,--1 ~~'~oee:f'. ICoJ"I 10-81 N. 0 M. RE.VISEi) ()IJ,ftl'TITY ( TYPID1L SECT/{ll/ ffi :~:;;-1'7 DAT' i/.,Aas1 4. 19/3/ DATE BY DESCRIPTION APP'D. REVISIONS DESIGNED R.W.R. CHECKED N.O.M. DRAWN B.J. DATE 2-10-81 VICINITY l1AP1 INDEX MAP GENERAL NOTES I CONSTRUCT/ON NOTES OUANTITIES1 TYPICAL SECTl,ONS BENCH MARK I BASIS OFBEARINGS CITY OF tJE\'JPORT BEACH R-5450-S PUBLIC WORKS DEPARTMENT SHEET • , OF 4 _,l,__ 'Z=> 1 4 So J.N. Z0/45 1'11~~AeTt-lLJo!-. \--:SW.Ii::>. -1TY1.P SMF'/-" ~ ~ ~ ttj 'i I ' Ul ~ ~ V1 -1\. 0 ~ ~ I [I) {J) ~ • ' 1 l I • -____.,____.___+ - ' .. ---+-_ _r --. -·--. : --__ , ,-: • ;··· --i . -------r- I _.cj +-- ' +--~- -I--~-- I +-~+-~-,-~ 1 ' I ---1 t ........:.....:· • --- f l i 1 ·_ -: -- ---: --.:! ' --.. _J --_-,- T T -.--z:- -_!_ - . 1 • ' _ , .l ----+-+-- :--------:--:-:-..:....t • ' ==:::::::t. - I ·..:..::t:·--------I - _j_ • ' +.--:--=-------~_______:r------: ' i : _j =-----t-: " - L:J -1-----__ _,_ ~--" t- c- l I C -" ., 1 -e T ___ :•i;,_;_·,~-< ~ I .. , •• , -+-• ' r , I 1 - i . -+ t ' ' .:------r--+-- l----+------= CONSTRUCTION NOTES: ~CONSTRUCTo.s'A.c. OVER 0.6?'c.r.e,_ WITH SC. PRIM£ COAT'. _, ©--sAWCUT ANO REMOVE EXISTING A.C. PAV[;MENT. ~ CONSTRUCT G"A.C.BERM PER PLAN AND DETAIL ~ ''. 61-/EET NE 4 @-coNSTRUCT VARIABLE THICKNESS A.C. OVERLAY_ ~CONSTRUCT 2: I CUT SLOPE PER PLAN E. TYPICAL SECTION. @-EXIST. FENCE TO BE REMOVED ¢ RELOCATED PER TYPICAL SECTION ~ CONSTRUCT COMPACTED Fill SLOPE PER PLAN f TYPICAL SECTION -@--REMOVE @-SAWCUT EXf<::,77/JG AC: PA,VEME/JT --.. _ -'- r ' ' ----+- +-__ t_ _ ! ~:~~---! -- ;_ -. j__.:t ---:-----------·-. I_ ' l -- - l --- -· ' ~- -... ....1----..----. _t····_:___:_ ==:-r ~----~ j. -__ ......._;.·. . --~ -___ ( + ... , _ ,--1 • -=---+ _;_ .: ----1 ------,- -I - - -----t-- - 4 + : ___ ..t --' '. i ~- ,..,.___ sl i -r -' _ __ .1 ,--:r -1 T :.·. :·;::.:.. -:·:1 :_---i +--I -_----j_· --1-7--=t: ' • I ' ~ L ... -~---=f __ ....t •• • :_:;· ' -1:--..:._ -I--"" ~ " ' -::p-fTpcc_-'fl'..-1;:5:iJ A,,, , - -'c-.--_,, .• '£4 . ·r L --: ---. .. -·-- ~ ;c --:_ --':_f I ~ ____, -+ l • _, -_·--_:_J c . ;· __ ;~ J. -~ ; -+ ~_-f._-~r -""""t \' Q'J ;-·-· ~ _;---_t-. -+ ' 1 ' PROFILE SCALE: - HORIZ • I "=40' YE.RT: 1"=8' ·• ' -:. .. -··I .... --- .," --- -·-_j__ T. ' • ·-l -· I _,_ --~---....... :\ .. --. + .. . -, ----+--.:·;:··::1:~-~ 123 PLAN SCALE 122 12/ 120 e-x10f11-J(;:( f"ef-lc.e WAf~ 12-.l?f:'LAC.f;D W\1ft A BL-Ac\l. V\\..!Y'l, -WAfE:O C\-IA\!J • LIIJk. fl;IJl-6. .I"= 40' -· ~ 3 ~TO) ~ .. :;r:fl C"_BeiI[,,'WilliamProst ® c';l1ssociates J__ ~-J.i:::ijJ,_ Pj •;StONAL SVIRONMENTAL ENGINSERS & PLANNSRS ~ p __. 2590 • 1 :i.,, QUAIL STREET l'-!'cWPORT BEACH CALIFORNIA 92663 .ts. <"714' 83"'1-0070 FLArJS PREPARED UNDER THE SU?ERVISION OF AJJ A !ii -"c>-~-'o\ n.C.E. 20G4G DATE +'J=i • I c--,---½ ' • -t----------- • ---+ . --. ' -: .:: <::) w --:~---· T _____:: --: ·-l,, -~----!----,_ ci ----! '.;::,9:- ~•-38¼ {' . -==+---,-- . .: ------,-+ -:~ __::__: -i--------: ' _I '-_r : -- =----t" 1 --r ·• ' t-------+ - • "' t:"c:,:{' -F><.t:f'i ·,, l:-,; L" r'l: - --j -~ =-.---. -----i----• -_.:J.__l_~ - --J_____:: --r--. \ -:~i · --1 j . • =---L....= .. :: '··. • -I --.. : • • :..::::c: -I----: I • -• : -:··; • ---. .-. -__ ; . .L -----, )_ : I . -- , t --.-----;_ - -- ' I ' 1 ' 1 l L-..J_ __ ; --------:J--=-+ ----- ' ---;---. • ---~: ' - 1 ' .t____ H~ I I :--=-r I . ' • ' : .. :.: ... ; i l ----=-i==:-~ -...... cl .... ;---: . . ~ --:-i---t '---'--=----==+ >---:-= +----=--=---~ - , __ -< ··--t= j·_ t ---,- l r Ti.. CL i : --+-- l . __;__---::--l-------L...:..-.,__ -• ..i • l ,-- ! ' ~-' --t -lf----i:-~ ,- -: ::.J __ _ 1 ___,____________ ➔-i • ------+ -t --, -1----+ • -➔ -t ' • -~ ----+---+ ---. -- --· f •• - ----- ---+---:-:---~--' ~ t --+ --~ -1 _j . ~ t=: 119 --------1 -4~---r-,--~ .. ' I . -, . .> • ' -1 --1 118 -, 1 AS BUILT APPROVED FOR FORT/01'1.5 IN ' .... , .. - - =~.::....:____,__ + ---1 DRAWIIJC:r ,--+---+------·--------i-,Nra w11t. MACARTHUR 80/JLEVAR.O DATE BY DESCRIPTION APP'D. REVISIONS c,T-r' e:we11-Je:eR • R.E-f10 \C,i"/'3( DATE_j/_l(,au.sf L[ ccf'--l DESIGNED R.WR CHECKED N.D.M. DRAWN J B. DATE 2·/0-81 STA. l27+-00.00 ·TO STA ./18+52.II = 230+00.00 PLAN ¢ PROFILE CITY OF NEWPORT BEACH lf-54 .50-'S PUBLIC WORKS DEPARTMENT SHEET 2 J. 2.014s J. N. 20145 M/..\t:..Aenl-lJe. ~D -Im"P.srnf"F l U) t ' ... • -i-..~----=1 -. • , ~t~ -, T ~ • -' i-t------'·-:-- - ! ! J:--f--{--=J-1: ---• -::j_'._:__--:= - ~- c'Bll'.i' , . ~~- : I:) ;..__±-=: . :~ ' ~--~ ~ ~ ~ iat"==l ----: ---_ I-~ • t --,-. ---t r--:-:-::----. . . --r--:-· -,. 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I"' 40' VeRT !"0 8 1 PLAf.1 'OCAL.E I""" 1o✓ -. l· '. - : ---t ---' t __ -; ~ ! i _ I : t-:cr i_J : 1_ •• : J -~---~~~.-.. -, -__ -,..:_ , • l -,-' -~ ----t --; f t 7 -1 --' --1. i· --,-• -r -+ - : -- . -----· ' . -• ' • ----: --_, .. ~-•-:;ELY•.r:.c;.-__ f ~-- -t -!-- __ --l-- -•· • I---• • .. . t f -i ' • ----i ' 1 ; __ --1--:-· '.":; -+ ' -•·-' '. t·• ...._ •. • 'i--: r ~ __ .. -, ·-'U __ 1. r· .... - • - I , . --__ ·;t - • ; - t ~ --+· ----=----+ ---t - - -+--•--> -- -. -_ •. • --l.-t -+ I ---+-::i -+---.... _j 1 __ ---• -f 1---~ ; ----r --~-- ,--=:::t=.. : .: --=----r.. -. . . :--'-.1=::-.ec __ ECis:r..£.LY.E.P~ ' ' .: --L"" ---+ . - - - -f •--- --. : f- ·-: i --• ---1 ··i ,~~ ' :t· r .... 1 " ~-r ~1!:"-·t -,-""""" pell. t . -- : -l f--- "-; •t11~ • .,. -K~ ,-,,,-"' . "' ..... ' -•-. ----.;....:...:__.__ t _ I _:_::______±- · ,-I 1 • • ' . ' l .; ' L / / /1/ / y / cD ,> '/ '\~ /.rt ~ CJ@befl CJ3ei11,,William'Prost ® c!;lJ.ssociates ~ ~ PROFESSIONAL ENV1RONMEN1 AL EtJGINEERS & PLANNERS ~ P.a. sax 2sgo • 1-101 auAIL sTREET NEWPORT BEACH. CALIF"ORNJA 92663 ZS, . _ _1.1111) _e3_3,_QQ7o F~tJS F.lEPARED u;,:o:::R THE SU?2RVISIO,l OF JJJ A d - n.c.1:. 20040 DATE t --+---,-•- f --~-1 -r I . ---t -~---. j i __ , ... . ·= ••.. • .: ++++++++++++++ A·S DATE BY 200 l.tj ~ ' f--- --I---- t_ I i -- ' --c---c-.t ---t ---- ' '· : -: ' ---' --I --. -_ -• ' +- ·-_-__ -•_ ·"·-=·'=:,-~=-;;:=c~7-;_-:_.;..:-:..=-=•-_-_-'-;----~'=·=· ~r==:=:,:-=--=-=~:==··,• cc.,; __ ---i j ;_ 1-•-f -=_=_=-_:--:,.1,---;,~ -:=---_-;-._-_ ,--~ =-.=. "-·=-cc.:-._:c_-:_,--:1=:--_c:-_~--:---;----rc,=1.-i: . ~ -. ·--l ---j__ -1 - I ' ( I __ -f-_,, i' :95: ., t ' -+-l -j --1-- - ,_ j- .. ·,.-.-. -,--: ;_ -•-~--;-. --.-•• -, ----,-~-;--:-_,,--,,, ! _, ------l==---· _; --r 1---. - I -i l ----------t --- " L • 1 ' ··-----t--- --. I - - t-L ~ ,__ I I l . BUILT DESCRIPTION REVISIONS •-•· -r--,-- ' ---• ~-, +-+--•--~ ~J-- ~CONSTRUCT o.s'A.C. OVER o.e,y'cre,, WITH s.c. PRIME COAT. @-col-10]'1<'.tlCf Tl'f'!c "A" fl.l. C.tll<'.e, A\JD GIJTTE:R(B"C.F) Pl:R GriY Of' IJE:WfVRf e,EAG\-l ?TD liY2-L. ~CONSTRUCT CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH STD. 180-l. @-CONSTRUCT 11/!leELCJ!AIR. !<AMP PE:R CALTRAI.J-=:, '='TD. PLA/.J /J" 1-18-1=? I ~SAWCUT ANO REMOVE EXIST A.C. PAVEMENT. @-CONSTRUCT A.C. BERM PER PLAN AND DETAIL "A", SHEET NE 4 ~REMOVE EXIST_ Cl!RB1 GUTTER ANO SIDEWALK. ©--coNSTRUCT VARIABLE THICKNESS A.C. OVERLAY. ©3f--EXISTING FENCE TO BE REMOVED ( RELOCATED PER TYP. SECT/Of{ BY CONTRACTOR @--CONSTRUCT 2: I CUT SLOPE PER PLAN f TYPICAL SECTION. @--REMOVE ~RELOCATE PER PLAN @--RELOCATE PER SIGNALIZATION PLA~ PREPARED BY OT!IERS. ~PROTECT IN PLACE @-ADJUST TO GRADE ~ 0AWcUT EXl0Tf/JG A.c. PAV€ME/JT A.C.Aec.E~ OF Co\DEWALK. APPROVED RJI? PMTIONS IN DAAv.11 LJC:::r MACARTNUR BOULEVARD STA. 230 +00.00 TO STA. 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