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HomeMy WebLinkAboutR_5427_S• I" 'i f ♦ • I . l • ·-j , I I CONSTRUCTION PLANS FOR THE IMPROVEMENT OF general notes= 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS (STANDARD SPECIFICA- TIONS FOR PUBLIC WORKS CONSTRUCTION), CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS, AND THE CURRENT ORANGE COUNTY MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN WORK UPON HIGHWAYS, EACH OF THE MOST RECENT DATE. 2. THE CONTRACTOR SHALL TELEPHONE THE CITY OF IRVINE AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO STARTING CONSTRUCTION, (714-754-3676) 3. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFACING OF STREETS. THE INSTALLATION OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. FORD ROAD NORTH HALF STREET FROM 7701 EAST OF MAC ARTHUR BOULEVARD TO storm drain notes= 1. STATIONS SHOWN THUS(O + OO)ARE STORM DRAIN STATIONS AND ARE INDEPENDENT OF ALL CENTERLINE STATIONS. 2 ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS, ALL APPLICABLE GENERAL NOTES AND THE STANDARD SPECIFICAJIONS OF THE STATE OF CALIFORNIA. 3. ALL TRENCH EXCAVATIONS SHALL CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS. 4. ALL PIPE SHALL BE BEDDED IN ACCORDANCE WITH DETAILS SHOWN ON SHEET ____ . SAN MIGUEL DRIVE 78-MC-13 CONS"TRlJCi\0"'1 WO"T'i=S (COW"T.) \l.l's>,ALL <e,,'R&&, LIG.\..\T LUMINAIRc 0>-1 &l<.l<;,'T\1--\G A'R-.,., WI,\-\ \Oa WA,, ',l,\G,>-\ ----"!> 'PR~'SUR& ',:,001\.lM YA'POR I..A.lvl'P, Sl=ALcO ANO F\L'Tl=RcO, '2.40 YO\.., 'Pl=R Cl"\"( oi= \.lcWPOR. ~'cAC\-\ ":>--rt>. DWG,. \,..\~ '2.04-1.. FOR lv\l.ll...,\'Pl..&(?ARAI...LEI...) CIRCUIT. ll'T\1...1-Z.l= cX.l'S,\NG. WIRING IN FOI...Ec. @ \\,..\S,Al...1... \ 1/4" P.Y.C.CC)>.lDl.11, wn..i '2.-0;>B COWOUC,0~$ A\,..10 '1<B GROUWO. C\ 11-B•ALI... "3Wl,C\-\ ffllN, FOR C\RClJ\,'S I ,'; '2.. SALVAG.c & US<= t><.IS,ING V CAl",\N&,. l\...l'c.,ALL 0\..lc '2.':, AM'P. CIRCUIT ~'RcA\<.c'R FOR cACI-\ C\'RCUI,. \'t--lS\ALL '2. 'POLC' C\l<.C\J\\ ~R"'=:A.~'e:~S C'J'N MO\.J\-.l.\\'t,.,\.~ L\JG.'S. @ S,b,,.\...VAG.'c:: £::X\'S-,-\\.JG LUM\\..lA.\'R.t AND \NS\A.LL '"'=:::i\R'E.E.' L\C::..\4\ \...\JM\W----IB AIR&, T'<P& -:!L-F l...Wl,1-\ \00 WAT, -.,_\Go\-\ 'PR&SSUR& SOO\l..llv\ VA'POR LA.'N\~ @ "3EAU=O AW!:> FIL,tR&l:l, 'l40 WA>i. \\-.\'::,,'TA.LL ~-n2.c:c.-r UG."4\ C5\AWOA~O 6 L\..J\11\~A\~~"i'.','PC 11-F', '1-.1\\"r--\ \00 wA-•tT \,!i\G\-\ -----8 P'R."i::.<~S\J'R'E:. 'SO'O\\.J\,J\ YA'?O'Q. LA"-"P1 S'E:.A\..'c::D ~ 'F'L\E:.";2.ED1 '2A-O VOLi ~ PULL ~O)t. Pcl'e. Cl,"'( o,= \...lcWPOl'e., l'e,'E,,0..C\-1 s,o, DWG.1'1£ '204--L FO'R.-.,.,UL,11"LE(?A'RALLcL) C\'RCU\\. C\'T'l OF \f.it'V\NI!:-C\"T'( OF NcW'POR"T BE:AC\4 I ' I I \00' I c;/ e.· e,• -(-I E-A. STRUC-n.JRA.\... "S'E:C,\C'>-1 ,o '?.:.c .b.'P?'K.0\/= 'P.:,"( C.\,'( l::.'>-\G.l\..l'E:'E:~ 'l"'RIG'l'R ,o CO\..l~~'.)C"'l'\O\..\ . "T'<P\CAL S'e:C'T\O~ NO'T 'TO <;, CA.L.e,. 4. ANY EXISTING PAVEMENT DISTURBED BY THE CONSTRUCTION OF UNDERGROUND INSTAL- LATIONS SHALL BE COVERED BY A PERMIT ISSUED BY THE CITY OF IRVINE. 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT. 5. THE CITY OF IRVINE INSPECTION DEPARTMENT SHALL BE NOTIFIED AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO START OF WORK AT 754-3676. A PRE-CONSTRUCTION CONFER- ENCE IS REQUIRED PRIOR TO START OF CONSTRUCTION. E l04 • 11-1'5'\t,.LL l"l." A.C.'P.,CLA"S":, '2.00 WA,&R \.AA.1\..1 6, CA'P 'i=ND --------.....;;;:::_!.:::::._,!l..;.·;l;;ol=)e} @ \ \..l.:S.\A.L\... ~~ 0 ?.V.C,,~C'H'e'DULi::: 40, ~l-1. ~G."O'c:.?'1'\-\, 'E:.'X."TE::\4.0 '2.1 'e)"=:""<C')\,4,0 CU~~ --L.F. _ _..C.=Q==l-,l='$===.f=R:=U====C="T=\=Q=N====N====Q=iT='E:==='5»_=:_""'(j_C=:._=Q~l-,l-==--"T=_""'•)~~-______ ---=::Q::':4~t':'1ic~:Ca:i'''°i:1...\::;'T_i=;:-. '< ____ _ RC.MOVE. i=X\'S'T\NG PA\~\"=:Q ~\R\?'\NG.. ~, '-&, 6. R.C.P. SHALL CONFORM TO APPLICABLE A.S.T.M. STANDARDS. 7. SUBSTITUTION OF A.C.P. FOR R.C.P. MUST HAVE PRIOR APPROVAL BY CITY ENGINEER. 6. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE CITY ENGINEER OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH THE CITY OF IRVINE STANDARD DRAWINGS. 8. ALL FILL MATERIAL SHALL BE COMPACTED TO 90% RELATIVE COMPACTION AS DETERMINED BY CALIFORNIA TEST METHOD 216 F. -7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TD LOCATE NEW SEWER LATERALS CONSTRUCTED AND TO STAMP THE CURB WITH AN ' S" ABOVE THE NEW LATERAL. 9. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR OR DEVELOPER IN ACCORDANCE WITH THE NUMBER. LOCATION, AND FREQUENCY REQUESTED BY THE CITY INSPECTOR. INDIVIDUAL SEWER AND WATER SERVICES SHALL NOT BE LOCATED UNDER A DRIVEWAY. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND STAMP THE CURB ON EACH SIDE OF THE STREET WITH THE APPROPRIATE LETTER: "E" FOR EDISON, "T" FOR TELEPHONE. ETC . WHEREVER UNDERGROUND FACILITIES CROSS A STREET. 9. PRIOR TO PLACING OF UNDERGROUND UTILITIES THE LOCATION OF ALL UNDERGROUND FACILITIES (ELECTRICAL, TELEPHONE, CABLE TV, GAS. ETC.) SHALL BE ADDED TO IM- PROVEMENT PLANS. 10. ALL CONCRETE WORK AS SHOWN ON PLANS (CURB & GUTTER, STORM DRAIN PIPE, MANHOLES, SIDEWALK, ETC ) SHALL BE EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE 11 CEMENT OR 6 SACK TYPE V CEMENT. UNLESS DEEMED UNNECESSARY BY SULPHATE- CONTENT TESTS AS APPROVED BY THE CITY OF IRVINE. ;·::,: ,:-:i~,\ •. ;~ .. h~-:-c,:::, SL,\,,1.. ·1·1:;,J-t>i-:d:<J~ ·1·[~_;~ ~P.\"l~E RASC! ·:\'.-\TL{ .J~S .-,'.,c·.· _.\·1 .. L\ST O.\I'. \1,"0RKI.\G DAY (24 IiOURS) PRiOH. iO s·:.\;:,_·~·~\ ... ; CO;\STK0C~'IO;-; IX THE \'ICl~ITY OF Tf-!f 24" :xATER Ll .\,, c,,jJ-~ 223) • CONS"'TRUC"T\ ON -----0 CO'l-l"5'TR.l..lC.T CO\..IC.RE,'iaa CURB E> G\.l~R, ,'('Pt • A·'2." 'P'ER Cl<'-< OF \RYIN'i= s-n:,. '?LA\.1 ·'2= --------® CO'NS'\'R'.)C'T CO\-lCSc.&,'i= CU'R'?.--e, GU,,&R ~A\-\<;;.\,\0-,.. G>"C.F. -..-o 8,"C.'i". -----------· -------- @ C.Ol-.lS,RUC'T /:>..C. CJYi=R. A.P-,. ------© CONS"l'RUC'T CONCRETI= C\.lSc.?., E> GIJTT'i=R ,Y?te"C"'?&R CIT-< OF \.IEW'?Cl'i<i:' ?-,EP,.C-..,_ <a;,\).-\8,ci-L. @ CO\slS,RUC, CO\..ICRl='Te C\..lR'i',, -.'(?e ""?-," PcR CTTY 01" "-\&W'POR'T BcAC\-1 s,o.-\S.'2.-L. -----------© CQ\.J.~·n:;a,uc, 'Q'R.\Yt..WAY \'(PE-I.., W= \41 .. '><.= ~' ?'S~ C\\"'{ or \RY\ NE: S.\D. PLAN-'2.04. ----~----------- 0 CO\.J.Sl~UC.1 CA'TC\.4. ~A.~\\--.1 N~ TI..., W= \4-'~ 'PER. C.\\"'f (),;::: \RV\Wt:: '":'>""C'O. ?LA."'1-SOL ---------------------® CC'l'\-J,'io\RUCT LOCAL QCPR.'i=~S\ON 'P'=-l<. C.\\Y OF \R-V\N.C::-C5\0. P\...A"N.-=303. G) @ @ CON'S\RUCT ~~"R.C::.P. A't••H:l R'E:MOV'i: 'E:.)(.\C:::,\\'4G. 4-'2." C.M,'P. @ cow~-ni! .. UC\ 4'1 T'4.\C.-....:.. CC'J~C.R"E:\'c O'R Ch.U\4.\'"f'E C\4.A"""NE\_ '?'E.'R... ntlA\L <S~\IV'\..1 O\.l. S.~C.ti ~,e., . --------------- @ C.O'N'StRUCT C\..l'T-O~f=' WALL P'c:.R D'c:."'TA\L '"'::,\-I.OWN ON ~~C.'E:\ N! "1 .. -------------------------- @ CONS\R\JC.,.. au,L1c:..l S"''H<'wC\URt..,S'TOR""-DRA\\..l L\\J..£:. ''B" PER OE.\A\L~ -S'H.OW\.J. ON "5\J/[::.E:.\ \-l.~ G.. -------------- @ CON~\RUC'T .JU'NC"'HON S\RUC.\URt:: 'W~ 'I. PS.R CST"'< O'F \,;:;tV\NC S\T::I. 'P\..A~-~O<o. ------------ @ CO\JS\RUC) .JUNC\\GN ~\RUC'TURi= 'N2 ~ F''E=R. C\\'( OF \RV\N'E;-~"'TD .. ?LA.N-~0'3. -------------------- @ CON<a:>'TR\.lC'T CONCR"'-'Tc 'Pl?& ANCr\OR ?'ER O"=.'TAIL SI-\OWN ON ":::,r\c.c.'T N~ ,. ---------------- @ COW•Ei\RUC"T O\J"\L~T <oTR\JCTUR'E:..., '"6,"fOR~ ORA\\-1 L\NC "A" P'E::l<: O'c:."'TAH ... ~ £,\--\OW~ en-\ "5\J.E:.'i=::.\ N~ "'l,. ---------------- @ COW~"'TRUC\ 7..l" R.C.P, ANO R'E:MOV'E;-e:x,s-r.n·~G. so"c.N\.'r. ----------------------------- @ CONS""'(RUC\ CO'NCRE:.\& CO\.....L.A.R PE::R. C\"'""\"( OF \Q..V\~'c ~\O. P\....A"-l -~\0, ------------------------ @ COWS"TRUC"T Q\j\LE:\ ~\R\JC\\.l'R.'c:,.~"""t'O~M O~A\N \....\"''= "'E:" ~i::R DC\A\l..S. S\4.CWN 0\4 S.'4t::'E:."T NI? '1.----------- @ CON~"'TR.UCT ~C)" 'R..C.'P. A\...\O R.~MOVE-'E.X\S\\\.JC::, 3u,u C.M.P. ---------------------------- @ CONS,RllC, CO\.JC'R.c,I: "TI=RRAC'E, 'DRAIN 'P"=.R D1=.,A\I... <31-\0W\.J 0\-J 'Sc>r\EE, N~ G. ---------------- @) CONs,,aeuc, CO\..ICRc,c DOWNORA\,-... 'PER. O'E"l'A.\\... """"qWN C,\.l '=,\-\'c,.E,."'I' we. 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'"5\G.N. ------------@ PA\'"'-l\ <4,.'1'-J,J\OE: "5C)L\0 W~\\~ \...\'Ni::: @ PA\~, el 'W\Oi= So\...\O W\4.'\''= L\\-1= @ 'PA\N\ G>" W\OC OA"Q\--\C.D 'N\-\Y\'i=: \.__\NE. @ RE-LOCA\E::-\'R.R\G.Al\0\4. ~'<'S\t:"M E$ 'R'cP\.-AC..'E: 6'RA.~':=. ~D. ~-'i=X,l='NO 6" P=Sc.'FOR,0,.,1=0 "Sl..lE>O~l\.l li!VINF BLVD 0 " BRYAN 'VE • 0 h i g <f.y· • ' H ToRO SANTA .. .. \ 0 114 112 314 t C - lv11LCS LOCATION MAP 1 1112 2 "' <S '3 e "" 7 PLANS PREPARE□ BY: DATE APPROVED BY APPROVED BY .... F. r 0 "' Old .,. "' ~Q~.:. u:io\---t"'\0"4A.\..... \'1-A?'R.OV'i=~~""\ \~~O~\J\A\\O'N. "S,~c:::' \\,,1,'E:. COM?\...'E:\& '"'::,,E'>: C)~ \"-\~'e'l-t\'i::.'1--\.\ 'F>LA_i,.,l.':=,1~\-l,;-.;,_~"'"(':::, '2 , ..... R.OUG.\--\ \7.. INDEX MAP BENCH MARK: ::,S '2.\ '10 NcWPOR, 'P.:,c=AC\-1 ALU),11\NUM CAP U.~.G..'c:,. QUAD ,U',:i'\\l-,1 s,AM'PcO ~<:;-'2.1-70 O.':> WI\L'E:S ~RTl-l'E:'R.I..'( AI..O\.IG. 1-1.ACA'R.1:\-\\lR. ~01..l'E:Vi'RO, F'RO>/\ "'T\..\'c \W\,::R~'E::C::.\\O~ GF SA\4 JOAQU, 't4 \-\\LL":. t<OAO Al-lD ~ACART~UR. ~OlltVA"RD; 15."l. 'F'cEi eA'S,i OF A\.l'D <:, 'F'cl:, LOW&'R. ,\.\Al-I 'Tl-\'E:- 'P.>01.lLcVA'RO, AP..O\.IT \O.!':, ;:;;.a, 'E:ASi OF Al-In ACt.!C>SS -..-\.\'e: ?..ClJl..cYARP 'FROM A '?O\'-IE,R POL& (\.10 >l\lMl!,'c'R.) ,..!I>., \'5 &,W'e">I POW'cl>. fO\..c<; >l\ll<\'!>'i=RS ,.,,<a'00,41' A~O IS<.P.101'5'c, 1>1,\-lc 'IDP OF ~'c ~A~l COW.C'K'i::.'T'i=-\.\C'AOWAL\.. "rOR A '2.4 \N.C.\-\ 'O\A'MC.\~R CORR.UG.ltttD CULV-,,~,, <;,&, \~ ,\.\'c ,OP OF \.\'cAOWALL, \ FOO'i '50\J,\,\ OF -W.c =.,\\ ~\lO, ' cL'i=VA,l<C)\.J \Q,<c,,"T'l~ BASIS OF BEARINGS: ,\-\c CcW,cR.I...IN1= C)F MACA'R:\"\-1\.lR. eO\.lL'i=YARQ AS. S\-\OWI-.I ON 'R.S. =/;!,C:.-40 'e>"i:ING: NOR,rl I \0 4&' 00" WE.'f:,:0, 0 000 \...F. ~ I -' ft D C ~ § 0 8 0 Q ;, " ., 1-lil,:E:T APPROVED FOR PORTION WITHIN CITY OF NEWPORT BEACH JANUARY IS,/979 _4~f2_)f~ PUBLIC WORKS DIRECTOR, R.C.E.12806 6 ---r---i-------------------------------------+-----t-----l SIMPSON-STEPPAT CG CITY ENGINEER IRVINE RANCH WATER DISTRICT !i INewPoRTcENTER DRAWN ev: • • 4 -~-18 CITY OF IRVINE SANITARY SEWER FACILITIES PLANS FOR THE IMPROVEMENT OF FORD ROAD \"- PROJECT NO. 5 4 3 2 1 s ;,: .... NO. DATE REVISIONS APP. DATE !i i 369 San M1gue Drive. Su,r.e 2Dl.. ~0e,W.Jt't Beach. Cal1fcrn1a 9288( DATE ,,0 /} 1:1. 2 fl. J,., ,3 f,::-.:;/2 __:;½ //.,,. ~ /2 _ _ , l 8440583 J-'.'.D.:Es.,_.,G~N".'.E:.':D'....'B'._'Y.:_: ===F=·=c=·=s=. ==--l-=4=·=~=-=1=e.=-l_~_.:.R~c:.,:E:_-_,::.,a·[.:9(Zt7~);,::_;52_~_-_-·_•-_-_· _··_-_--_-_· _-_-_-_Y_"~~~~ATT~~':...-?+-----· ----~-~---~--_--_-:::::::::-::z_-_6 _-_ 7~o:~T~E:..-l CONSUL TINO CIVIL ENCIINEEFIS ' □ATE APPROVED BY ORANGE COUNTY FIRE MARSHAL l,/?L~ _ ~d;1 -· ~ .. ·p DATE __ 't {L_t u I-l'fZ_'f1 _ DESI~ ENGINE~--R.~i. NO. CHECKED BY: DATE APPROVE□ BY IRVINE RANCH WATER DISTRICT WATER FACILITIES ..,,:_,-:'"~£tu/~-- DATE FROM 7001 E1LY OF MACARTHUR BOULEVARD TO ~ SAN MIGUEL DRIVE e:.!. CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT \.. SHEET__::\_ OF • • \ • • • • • • ------------------------_____________________________________________________________________________________ .:..._ __________________________________________ ! t --... -. .. •- ___ ,..._ --· ·t j_ __ L_:__j __ ---1=::-:-t I -1- ::....1 ::··: _-;: ---:.....:..:..:::----::r._:--_-__ r-::; ~ t --·J---:.~·-: ·.! --. --,._ __ , -·-· .'eE~.-;, T .. -.--:t -~---~T,4~.i;)___J_zy:G.ll'JEJ/~',z-' - ~ ' -t .. · 1 ' L ' _i_ :.·.::' --. ---------·---- -'ri=5 ----l-- - r .. ---------+ --~- ---· _y-· ---' . -----,- l20 1 TAPE-/2 SOUTH ME/JIAN CURB CURVE: R '=>00.001 4CoO.OO' 4-000.00' 4040.00' : C0\..15,. 4""'1 .. r\\C'i{ S'rl>.'l<'\P'!:t:> CONCR'l:f'lc.(.CCl?->'P.>Lc'.;"1"0~'= ~A-.,-'I!:: R~) '5"1"A. ':H• \ "'!, "TO N0'5c Or FI..Atca.c. ~ Q .,,_,,, p',(.v /90--- I.. 'l \' .eoo' .,. a vz ,,, 5 6 L.E:c:.t&NO OF l:X\S"T. TOPO. !lll ------lRR\G.A\\0\o-.1 'PULL ?-,.0)(. [jj -----WA\'i=.R Wl\=\'i=R [fil -----~ 1=0\SON VA\..1\...1 7 l i-o • 0 SCALE /11 = 401 8 / -- - ---:= : I I l ,2__-9 I /90 -' - +- -+ ---+-----'- 1 ~- ---, --f- - -. +--- /0 '. ' . --. . . . - t·• ----- -. I • t - ' - -. ' ' 12 --- I - - 0 -· ' ... ; .. ----1---+ -- ---r ' L 1---- --. - -' ' - I -+ . --; -----T- -! -_:~-:~~~~---1-~--9~_:}~---:-~r : ~-•~~ -T --•• --> -+----.... - -----,.. -•-- : .. ---__ ·_i_·~:: _--;: -_-':" -~::-1---:. ....... -__ !,._ ----• ·--- -• 1 , . --- .. - . - --' . --' -... ;--,--- /3 /4 15 1-+0& 7it::CiJ:+J'l.~Ofr:=,{,-,, - -, ' -' \ /IV cX/ST. PA//e-ME#T , . ~e: 'Z+\0,(')0 t\J ~g _ .,p,r jO\N t;:")(\"S,\, '2.'1'""5.t:Y. _ = =-==-/,¢ =--T ~, ~• ' ~ ~ 3!> 'l Ii • d • ----\'!_"v,/ --------! ; ~ ,_ ~ ~-._ -~K/ST: ,?7 ;l?_C:P ____ _ 0 -~i___-{I, ,~--1---~ ' --=I=.= = = = = = = = =.=.::::_-----=--= I I I \\ I ~ \ 1 \ 170' -_ 170 L /1-i ~ U-J yz:::: . OdJ I I\ \~ ~ 'e; I I I CONSTRUCT/ON NOTES -----------1 4 •0 ''! \ [~-I IT \ 0--@ \\...\':."TALL W-",G,·'R WAR\-.l\l-lG ~\G.N. 1:1\;'~"'-? ~I ,,::,• IC• '0 '_,.._,,I0,._'-1---'10><'-+\--''~0 ~' -t-~~\ ,o' \ --~ I II \ \ I '11 4 \OP or CUR~ GR.A'O~ S\-1.0~ 0~ \'T)\'i::;-?'RO'F'\L"c:S A.RC CA\.-CU\...A\=aD US\W~ Q_ s•A..--noN\\-.\G A~O A'Q.C 't4Cl"T R..~FL'c.C."""i:\'I= a~ ;::,..c\UAL ,o'P O'F CURB G'RA.OE:C::,, Wi--HC\-4 AR'E-0\-.\ A CURVE:-. 1 co.vsrRVcT cONCRETE cuRa ,I CUTTER TYPE ~-z"PER C/7Y ar /RV/NE ST.D. PL/21.IV-Zc:X1 @ 1,-,.<a;,ALL T'<?c-"1<'.>.'cc1=L,;;,c,0R ----.J =~:-Jd::-::1:;:::::::k=j,c=~k~+:-;;:;~---II \\ \ \ @-CONSTRUCT CONCReTE CURS ~G"tlTTeR /'R'9NS/T/ON ,6 "TO 6' ., CV.'?B rrJCE e® \\.l<:,,ALI... <'<Pc "'4"(-<E=LLOW)WAR\.ll>-\G.'Sl<a.\...l, ~ -,\ -f., I • /'~• =•. J.2 • /4' R'A "WI =~ W" ' " o s.;;-t;,,_,,;;-rr.-_--tt-'1--I' ·'" ~~o-oO ~ ~~ '3'--CONSTR'UCT '',,;,c. OVER' "t9,B. . @ \¼,"' Oc-=LID Ml"'ie ~IN&_ oJ/ ·'" "'·"'°' ~,s• l.,__oo' I I 'c::_,I©-r--. 4!2. PAn,rr 8 11 W\QE: ~\...\O ---N~,,~ \...\\JC. Jl.' Ii 4 CONSTROCT CONC. CURB ¢' GCJTTl!,f' TYPI!' "c" .PE,f' C/TY Or NEWPORT'L!JE.IKN ST.0.-/8.~-L @ 0 <(J S ® V •;:J Rb,.\t·-L""T 4-" W\DE GA~\-\'c::-D W\-\\"T'=. L\N't=-. VE s coJ..JsrJ:?uCT coNc.cuRB6eurre-R 'TYPE: "B"PEkCJTYoP,vewPaRT sro.-182-L. @ Rc:LOc.o..-Tc:: \"R.R\GA"""\o~~~""t~W\&R'c::?\..A.CE-GQP..C:::.ce:,~u. ;; ~\i A/£IAJ'Pr1Df HILLS ORI • ~CCMISTRUCT LJR/YEJ,V,,-9Y TYPE .T W=Z4: X =3' P£R C/TY OF /RV/NE .s.r.o. P'L"9N-204 Set S>lec, \-!~ 5 ,:OR \'RR\G.A"'i\O\'< 'S'(S"'i'c\J\ 'R.'cV\'S,\O¼S, "' ,JJ • /V, rri Vn ~ +• c\~ 0,.... ,{'£MOVE EX/ST BARRICAD.e <Pm 80' '-'\'E:-D\A'4 FLA'Rc:-Oc:"TA\L ~ ill WEST @ co4srRUCT CONC. PIPE AJJC,..,OR PER r.JE-TAIL SJ./OWN ON SJ.IE-ET NE 7-SCALI'=~, -'2-0' )- ®,~-:-, CONSTRUCT OUTLET STRUCTURE LINE "A" P.ER l.)E7'AILS SHOWN ON :SI-IErT NE T. .-----,-------,----------------------------.:.._:.;_.::_ __ -,.::..:.._ ___________ -,--------------------,------------------------------:-----------7--;;;-;::~-;;:~;:-;-;;:;:--"j ~ <il!,) CONSTRUCT '27" R.C.P. AND REMOVE EXIST. i30"C.M.R 7 PLANS PREPARED BY, PLAN AND PROFILE PROJECT NO. \.\ ~ CONS,RVcr CONCRE,£-COLL.AR PER CITY OF IRVINI: 5Tr.J. PLAN-31O. 6 SIMPSON-STEPPAT 'I -@ CON5TRUCT CONCRETE TERRACE DRAIN PER DETAIL SHOWN ON SJ-/EE:T NEG. @ CONSTRUCT CONCRETE DOWNDRAIN PER DETAIL SHOWN ON SHE:ET N9G. S CONSULTING CIVIL ENGINEERS @ CONSTRUCT 2.-1 CUT OR FILL. 4 DATE 359 SAN MIGUEL DRIVE, SUITE 200 @) CO"-l~\"R\lC\ '"l.00~ GROU\CO ~OC\<. 'R\?-R~?-. \&1'--r\-\,c¥... 3 DRAWN BY: C..G. 4-3-lf> s \N'S"Tt>.L\.. \'1-" A-<o.P., CLASS '1.00, WA"T'='i<. MAIN, A"D CA'? 'i=\--\D_ 2 DATE NEWPORT BEACH, CALIF. 92660 § \WSS,AI..L 4''¢ P,V.C. Sl..'i='cVS:, \-J\\N. "e,G," ,.J'cP,>I > c)("T~\...IQ ~ \S>'c'<OND C'u\;<'P.,S. 1 DESIGNED BY: 'E'.C.~-4-<!.-"!8 ( 714) 644-056 3 @ \N<:::-.7"ALL-R-\0-R. WARW\'N.G. ~\C:.'N. . DATE @ ''"'"""'·'--'-R-' -R "'"'"""'''"'"" <;,\G.N. NO. DATE REVISIONS CHECKED BY, c= c S ,.. • .,,, . .,8 COMMUNITY DEVELOPMENT DEPARTMENT ______________________________ __L_ _ _L _ _L _______ ....:.__ _______ .J..:::.:::.:::::::.:.:.:...C:::::::::::::::::=.l.=::::;~L_--------___.L--=--=-=:.=..:..::.:..:....:..-=--=:...:...==-=--:.~~---------'-------' CITY FORD ROAD 1---------S_T_A_._3_+_!_3_.o_o_T_O_S_TA_. 1_5_+_o_o _____ ..,SHEEr_'2 __ OF IRVIME OF \'2. ' • ···-··-·-·----···----------------------------------------------------, A e, 170 170 170 ' V 15 C\JRVc DATA "t'AP..\..'c:- A R 4000.00' \ \ ':>0.G,'2.' . 4040.00' '2000.00' 4\" "2J' ~\" T 'f54.~ 1' /6 .. ==+,-·--··· --......-I --,--+--... --- ----_-::.-:--_{_-__ -_ ~~-.==, •• =~~ ·-4 __ --=--'-~ : -._ ": -------------------. 17 /8 J,s;, '-'' X OA,A @'5"1'A{\ ~ e;.B.8Co) A= ~0° 'el=-\~" C-=-~.o1 J j J /9 -~-I :.i --:----:-:-:r--. --: • I --+-----. ·---~-. --. . .!. ---------r-------....- - -... ----• . -t---1--. "' -- . -r--=-=+=------- .. '. - 1 ::. ---+ -c . ----,-. --+--~: ~, .,-.... ------.-.... ---. . +- 20 21 22 -,-- ----. ---I -t . • -, -· -4 + ---T ---+ ,_K --l----. I T T----- -•• ---' . . -i + •• _, _., _ _,___ ' -- -. ,-I • -----1-,-. -- -.. . /90 .. . ------.. --•----- ....., --4 -f-.L .1. --··.t ... ::!·'====',-·: ~--__ :--+ --• .... L . -, . 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DE:PRffSS JON /"ER C✓TY Or /RV/11/E sr.o. ,PL:-1.-V-303 (<n-CONSTRC/CT ;a";ecP. .f Rc,(,fOVE £XI.STING ;e"CMP. ~CONJ"TRVCT 39~A>.C?. ¢' Rc.Hc>Ve ,e'X/ST/N,S 4z'; C~P. (/4) COAl57RUCI 4NTi-llCI<' CONCRETE OR GUJJ!TE-CJ..IANNEL PER DET,,4/L ON SI-IEE-T NE 7 · I • @. • CONSTRUCT CUT-Ot"E' WALL FER DETAIL ON 5'HEET Nq 7. 7 SCALE /11 = ------ CO\..lS"TRUC\\ON NO\~(COl-IT.) \i PAINT G," WIDE '=LID W.I\Ti: L\\.JE. \ PA\WT 8" W\O'c:. "SCL\D Wla4\"'"'H::: \..\\..I.~. " PA\N\ 4\'W\'Dt: DAS\4.£::;D W\4\\e L\¼'e-• • Ii a- 'l ~ PLANS PREPARED BY; r7&) CONSTRUCT OUTLE1 6TRUC1URE, STORM DRAIN LINE "B" PERDETAIL5 ON SHEETN!! <, • 6 01·. CONSTRUCT JUNCTION STRUCTURE N~ I Pl?R CITY OF /RV!NE STD. PL4"1-BOG. 5 SIMPSON-STEPPAT ·-(18) CONSTRLCT JUNCTION STRUCTURE ~ ZJl: PER CITY OF JRVING STO. PLAN-So:,. 4 CONSULTING CIVIL ENGINEERS I 'TOP rn= CURB GRADE'S E,\.\OW~ 0"-1 \\-IE PROl=\LES AR'i=- CALC\.lLA"l"cO I.JS\\.IG ~ S-rA'"l'\0\-11\--IG. A.,_O ARI= '-\OT RE'FLEC.'TIVI= O'F />C'TUAL ,C)p O'i" C\JR'o GRADE'S 'M-\\C\-1 AR'c= ON A C\.JRVEc-. PLAN AND PROFILE PROJECT NO. FORD ROAD @Y CO,VSTRtlCT CONCRETE PIPS ANCHOR PER DE"r,4/L ON SJ..IG.l:T N!' 7'. 3 DATE 359 SAN MIGUEL DRIVE, SUITE 200 (2zJcoN57l?l!CT CONCRETE COLL4RPER C/TYOFIRVINE 5TD.PLAN-3/0. 2 DRAWNBV, c.c... ...,,,_,a NEWPORT BEACH,CALIF. 92660 t----,:-----S_T_A_._15_+_o_o __ T_O_S_T_A_._2_6_+_o_o ______ ......jSHEET _?,=-- @~ cONSTRUCT 2°! FILL OR CUT. 1 □ESIGNE□av,,,.,c,s; •.. ~~~~8 (714)644-0563 CITY OF IRVlllt,,JE OF ~ COWS"'TR\JC.l '2.00~ G'ROU""f"c.'D Q.\'P-'R.,b..~l \B"°''pl.\C::.\o(.. " . @ t='l'-,'c:No et PeRs=oRt>.,~""-sue.oRAl\.l. • NO. DATE REVISIONS DATE ------------------:-:---------'------------L----1--..1-------~=-=-::.=.::_:_:=._ ______ _J_:'.CH~Ec~KE=:_D~Bv::__, ~•~-c~ • .,,~. ~4~-~s-~,e.~ __________ _J_~C::'.:O~M~M~U~N~l~TY.!_!D~E~V~E:=!L~O~P~M~E~N~T_!D~E=.!P--:.!_'A2!R~T!_!M~E~N~T _ _L ___ _j ' -·--·-·-·-------------------------------------------------------------------------------------------------7 ! N2 /90 /90 i ·Y A 4-\0 7.l\ :O\" 'Z.00O.oo' r:,,<:::-+-----t- B 41° ?..\1 3~" \~CoO.OO' r::::<:::-+--~-c:--t-c ':?0° '5'?J' 3411 'l.'2..1:::iO' o f2)0° \8' ss·1 '1. '2..so' I© s• 45' '=>=>" ec.e.7.'=>' 1 >-'~~------- --------r-• - - -L 26 27 28 '1. '2. . "i G,' \3\,\l' I @coNSTRUCr CONCRETE' COLLAR PER CITY OF /RVINE-STD. PLAN-S/0. ~ CONSrRUCT OUTLET STRUCTI.IRE-, STORM DRAIN 1../N,E' "E"PE-R DETAILS OJ../ $;/J;ET N~ 7- ~ CONSTRUCT son,ec.p A/.ID REMOVE §)(/STING .fJGn C.M.R CONS""IRUC..1 ?.. ~ \ CU'\ OR 'i='\LL CON-=::.""t'~\JC\ "'2..00~ GQ.OU\1='0 'R.OC'~ .. 'Fl.\~"RA?., \S" \~\C\,(, \\J'c,TA\...\... l'l."Av.~,C\..A's>S '2.00, 'NA,"=.R MAI>-.\ ANO CAP "=.'-ID ~ \"R,"\'A\..1... 4.''¢, 'P.V.C, 's>Ll=l=Vc, MIN, 'el<D" D"=.P-Y\-1, 'c:X'T"=.NO '2.' P-,1:'<0ND C\JR?.>"=>. @ \NS'TALL R-IO·R WAR\J\\..\G SIG.'N, ::ITT) \1-.\S,A\..L R-.'1-R WAR\..\1\..\G 's,\G.>-l. ~ I\..IS"'l'A\..L W-':,G,·R WARWY>lG.. SIG.\--\. \NS\ALL --r,na.'= "V..H R'i::.'rL~c-·K')R l>-!S'TA\..L "'l"-<?'E:-"N"('<l=LLOW) WARWING-SIG\..\. 'PAl'NT G" W\01= '$OLIO W\-\ITI= L\NI=. 'PAIN"\' 8' WIO& SOLID W\-\l'T'c \..\W'i=. 'PAI\..\, 4" WI O& DASI'.'<!) ',",A,', \"'(e L\l-!.'c-. CO\o-.lS"T".2.UCl .J\ .... H-·,IC\\ ON 'S"TRUC-r\..l'R.E:. ~o -:f.. P,,,,'R C\'TY 0~ 1.'R.V\'••-3!= C'5\0. "F'\...A.\4,-~Q(o 29 -+-• ' 30 I i I I I ii i NEWPORT HILLS OR/VE EAST 7 6 5 4 3 2 1 NO. DATE • ' ___ , - + .. ----4----~ ~ '--+· . . -~ -· .:.: ... .r-t ::.) ~- ~~-+ ~ •------• I ~ i _"i.::::_::::::J.._ -....... -i----t --... . I --; - ,-------t--· - .... ' .• f---I - 1 : .i 32 REVISIONS ' =~ .,:A;e;.~!===.t --. -. ' ---·----. - --,------i-+ •. ' I· ,---,·------1-··-..,._ --' l -+-- ··-; ·_-··; --- f 1---i-=,:__ ------,..-.- 33 DRAWN BY: DESIGNED BY: ~.C .t; ~ CHECKED BY: -+--- ... ----- ~ t· -t- ' - -. . --~ .·1-.. ::j.:: . : ·1 =i=· y • ' • f ----. - --.. - -. . -.. .. ---r-----+ -----,--~ -------+-• .----- r:· ----J ----. ---f ~; -----·--· --__ ,_ 1 -+----+ -j ~- I --r 34 35 PLANS PREPARED BY: SIMPSON-STEPPAT " CONSULTING CIVIL ENGINEERS DATE . .... .shE .. --• f ~ . . . !---\ -+- ' ~ t ·-.::·-· ~ t-;~--1--.-::::l;:::.t=· -----./,..... ..... PLAN AND PROFILE FORD ROAD . . ... --'----· •. ". -------1 ~--------_t_ PROJECT NO. DATE 4·'!>·'18 359 SAN MIGUEL DRIVE, SUITE 200 NEWPORT BEACH, CALIF. 92660 (714) 644-0563 I--_____ S_T._'A_._2_6_+_0_0_T_O_S_t_'A_._3_7_+_3_4_._o_o ___ --,SHEET_4 __ CITY OF IRVIME DATE 4-~-7& COMMUNITY DEVELOPMENT DEPARTMENT OF \'2. \ ~~ ~ ~ ~ ~ ~lll t· '\. ~ 'j. ~ 'j. <) I\. !!! ~ I\. t\ ~ (\J I\J ") IIJ "l llJ ~ {ti aj COAISTRt/CTION NOTES ®-:::-coNSTRUCT A. c. OJ/ER A.,5'. @-PA/#7" 8" W/OE SOL/0 W/1/TE LINE. ~PA/IVT OOt/BLE 4" W/0£ SOL/0 YELLOW Ll#E. @-REMOVE EXISTING PAINT.Fr.> 57"RI PING.. ~ ~ ') ~ IIJ ~ '\. ~ 'f.. . ~ (ti~ 'j. ~ ~ r,,: (\J f') 1\1 ~ • GR,4D -/:'"ORD ROAD \)k ~ I\. ~ ~ ~ "'"" ~ 'j. '} ~ % r-,: '/. l's '/. Iii 'I-~ ~ ~ ~ /;'1 ~ ~~ ~ aj ~ ~ '\. 'I-"i . 'f. I\J <>, ~ \) ~ "l lj. "l-IIJ \) ~ 'J. ~ ~ I\J ~ % 'f. 'f. ~ "i i-~ ~ ;;; ~ \) lj. ~ ~ ~ ' ~ '\. '\. (\j "J, 1\/ ' s ' \f ';f ' ~~ / • .AD / f,1<1 0 0 0v'i-r f&~ /_. f of? D 7 6 5 4 / .. ,:fi~ ,tl'P~o 51• e,i' ~ IRRIGATION PLAN PLANS PREPARED BY: SIMPSON -STEPPAT NEWPORT CENTER Newport Beach. California 92660 -==: (714)6-44-0563 Q A.?->.b.'-lUOW E-~\S"'T\~C::. ME-O\,ti..\-,1. \R~\GA"T\ON 'S'fS\t.M. SALVA~t= 'S?R\~\(.L'e:~ ~ \.-\'c::A~. 8 \l-lS""TALL '2." ?.V.C.,~C\J.U, 40 'S\l'PPLV L\N&, ...)0\~ E:X.\S""HNG. t:;;\ ,w.s\A.LL RA\~~\R'u SP9,.\N\.(.L'E::'R.. u~e 5~\...'\,/~'e;"D \4C-An<S, F"'RO\-A V "e:,)t.\~\\N.Q::, ~"'<S\C:W\. 8 \WS\ALL \/7-\4'c:AO SP'RH•J.KL'=.R. \-\'c:A.O"I Vl..1 O,C. €, P.V.C.1~'4..40 L\N.'e':!), '31 'Z.i=S A'$ '$1-\0W\.l. • @ \'t•.l.'S\ALL \/4-~-H'=:A.~ ~P~\\..1-..C..L'i=.~ 'r\t:...A'C::1 ... 8 'R.i:=~OY'e:-6 'SALVAG'e:. 'R.P,..\N'r!:J\RD ~'PR\~~\...'c:~ 9 \NS'TALL '-lcW R..C.V.('i=Q.\lll,.L ,o 1:")(\S,ING.). PLAN AND PROFILE FORD ROAD PROJECT NO, 3 2 !i 35□ San M,guet Or,ve, S.J•tc 200 ;--,---,---------------------------~D::R::_AW:'.;N:.'.'.,BY'.;,:__c====+=====-l iiiil DATE CDNBULTINGICIVIL!:NGIINIEERS ---------1------------------------------1 DATE STA. 37+ 34 TO STA. 41+06 STA. 3 +oo TO STA. 7+50 SHEET 5 1 NO. DATE DESIGNED BY: REVISIONS CHECKED BY: DATE CITY OF IRVIME \"2. OF COMMUNITY DEVELOPMENT DEPARTMENT ~ "J.. V) ....... ~ " I ....... -..._ lf\ "s'.l ,eo 140 I A s:, ~2•v.c. - .0 l(l c(\, I"' -+ l. '5TA.W,,!> . , l:l~\"12:15 * '10 1...'F. • 'l."l" R.C ,'P, \'1.t.,0•'0 ~t., I...F. 'l.'1"R.C.'P. \'l.':>O·'D PRO Fl 1...e, 'S,CAl.E.'::. ' ORA\~ "A" i=\N \'S\4 'S-\....O'?l!i-A"5o '":i\40WN Cn-1. ~\..AN.'5 =-c-==-= .. =.=,c=CCfr.=.=-=.=.==~-=---p-----~ --- \ ~·-o" .....-------I '3"Gi.UN\"TE: OR COW.C~E:T'E= W/G."XCo"--..\0/#;'0 W.W,M, Tl=-RR.AC& ORA\N NOT lCl "ii.C.AL'c:- '!,• CE' GUt-.1\"TE:., PUMP CRi:.\E OR CONC. BLOC\<. 'SPLA~ WA\..L W\-\CRC Cl\\..L'E:D 'FCt:2 O't4. P\..._'-'S O'-'L'<. CO\.IC, BLOC',<. ,c ?..e Rel'-'~01.!CeO A"'O FULL'( G~U"T1=n. ~" G\.iN\\C OR CO'NCR'c.\C' w/o."x .., .. _...,,0/-1110 w.w. I-JI. \-l'(DRAULIC -•-- -ir---- -- 0 •U---,-t--.,.__+ ~ . • ' : I . • . , . , ' . . :·I -.-d3 . ' ...... . • ..... t,t~-, ·:i: ' 'I .. . . • ·1 • ·, ..• '11 .. ' • . . 1·. .. ... 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CURB£,-GU-rTER TYPE ''B" PE:~-CITY OF .AJE-WPORT SID,-182-L, @--coNSTRUCT DRIV.!'J;VAY TY.PE I W;;;?4: ..X =-.3" PER C/TT OF /RV/,'VE .STL:>. P'L~N-CO<C ~,{'EMOVE .E;{/.ST 8,-PRRIC,,PDE (~ CONSTRUCT CONC. PIPE AJJCWOR PER DETAIL SWOWN ON SJ-IE-ET N!!G. '211 CONSTRUCT OUTLET STRUCTURE-LINE ''A" PER DETAILS SHOWN ON :SI-IE?ET N!!G ', -(2J'. CONSTRUCT 27,11 RCP. AND REMOVE-EXIST. 30"C.MP. 1z® '--' CONSTRUCT CONCRETE-COLLAR PER Cl'TY OF IRVING STD. PLAN-:310. @ CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL SHOWN ON SI-IGE'T N'?5. (2_0' CONSTRUCT CONCRETE DOWNDRAIN PER DETAIL SHOWN ON SHEET N'? 5. '-'.I@ CONSTl2UCT 2:1 CVT OR F-/Li.. @ CONSTRUCT 20:::># ROCt< R'P RAP 8 \N'SlA\..1-\'1.'' A..C. ?, "CLASS '1.00~ WA ... H:R \JIA\N., A'4.D CAP 'c~O. .Q \l--.:,"'=:::.\A.\..L 4-"¢ '?.V.C. SL'ii:CYC-, \-A\~. ~Co" O't=:.'?\\-\l 'E.X\'c.NO '2: ~'E:--<GND C\}RB~. c'_""} ,,,- ( ~ \"-lS\ ~\ .... 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U-~ ('J Qi t-: ~ r() <fl -+ ~~ !C 'I,~ ~~ /3 /4 \ +O& I I I NEWPORT HILLS DRIVE WEST J y 170 -- 170 15 ----=-= ---====~---------l------ ®1 "-IQ"T'c:-• \0'?' 0~ CUR~ GRA.\.)'c;~ S\-\O'N~ 0'4. \\.\i; "?ROF\L'c:-S A.'R"c: CALC.I...\LA\~D US\'N.C.:,, Cc_ S\A\\ON\""1C,,;, A'-J.0 A~'i::. 'NOT R.~F'\...'E:.C..\W'E:: a,;::= Ac..-nJAL \OP OF CUR'B G~AD~ W\-\\C\-\ AR'c:-0~ A CDRV£=-. SIMPSON -STEPPAT CONSULTING CIVIL ENGINEERS 359 SAN MIGUEL DRIVE, SUITE 200 NEWPORT BEACH, CALIF. 92660 (714) 644-0563 STA. 3+13.00 TO STA. 15 +00 SHEET e, CITY OF IRVINE OF \'2. COMMUNITY DEVELOPMENT DEfARTMENT "-'-9 '- ' "-"-\>) s • • 170 ~ ~ 1<i ~J·<:) /\ • I\, " ~ \) ~ \n ~ ~ ~---,_ . '{) ~ ~ ~ t ~ ~ l-!Ii\ "' ' ~ ~ ~ l. ~ '1-' ~ ,: ~ ~ :..: " :,.; '1'. " ~ ~ t-.; K ~ ' ' ' ' ' 170 170 P./. .ST,4. = /J'-,l:5"~ ~ =-.Y.RB,f WAR.Peco C:8. ~ ~ ~~6\ ~" ~ ~ '<\ ~ ti 't\j '1. ;:: ""~ :\.~ l's ' ' ',, ~' ' ~ ~ " I\ ' (o<o'2./31 ON Cl.lR/3 ,';'/. E"~EV. = /,$~ 75 .R2 = .r. 'i',? %' ~~ ~ Cl ~ ~~ ,_ ~:,; :-: ~ /\ :,,.; N " ~N ' ' ' • ' ~ ~ II) 1/1 ~ /\ l\t ~ ~ :-,; I\: I\ .... ' TOP OF NEW N. MEDIAN CUJ.?13 15 CURV1:: OA'TA "TAP.>\..& N~ A R -1 \... ----' ------ (i;-) \G,0 "2..&' ~"?:>" AOOC).00' I I SO.G,'2.' I - -1 ;-<o'<-.1-;;,• : [lb \G;,0 '22:,' 'o~'' 4040.00' -?'E----------+- C 41° '2.\'3\' ' '2.000.00' 1443.C.~' I -:--oJ 4-1• "2.. \ l ? \ ll I"::> C.O.CX:,' \4\4.8\' ' 'E 7c,,• \&'41" ; '2.?. . .,C,' '2.~. '?l,' - ,=) 4• '2'3' Ol" 40\"1. \'2.' ~\4.41' E, .c:,0° oo'oo" 4S.001 10.G,'3' ['I; ,.,~Q ?0'00" ?.?.. <cD' '2.8 BG,' T 5'1'3.31' "=>85.IO' - 'rS4-~ \' '7,!,~.&1' \"1.1,,E,' '""' .'31' 45.CO' \G,,&:)' I --- /6 / a 0 ri 0 + \ .\-""?"!. ',;;.,c.---/j; 0 \ ~ """ \ ""Ga> 8. e,G. J_c,:,;:.="':;.· "·' :,,z: --- - 17 \ •,J--CON57RVCT CONCRETE CURS ¢ G(.JT7cR TYP.t: '11-2:'PER C/TY OF //t'l'l'/VE .STD. r'L.-cCJO (3)-co,v:,TRUCT ';<(c. ovE,f" •I ~.B. 8 CONSTRUCT CONCRETG CUR/6 6 GUTTER TYPE ;C, PER CITY OF NEWPORT .STD-/83-L. 1":!J-CONSTRUCT C,,:,TCH' B,qS///1' .NO.JI_ j,¥:/4', Pelf C/TY Or /RV//1/c -ST,D, R:.,9/V. -'301 ~CONST,i"t/CT ;!OC,'?L DEPRESS!OIY FER C✓TY Or /RV/1//.E sr.o. ;PL,;?tV-303 <9)-coNSTRUCT /8R.CP. .f ReA,/OVE EX/.ST/NG JB"C.M/? @:::::-coNSTRUCT 35''/if'.C.1"" ¢' REMOVE ,EX/STIN,5 4z'' C.M.F ,/4) CONSTRucr 4" Tl-I/CK CONCRL:-TG OR GUN/TE-CHANNEL P.ER DETAIL ON SI-IE.ET NEG. (151 CONSTRUCT CUT-0/:'F WALL PER DETAIL ON SHEET Nq<E '1:i:. CONSTRUCT OUTLET ,STRUCTURE, STORM ORAIN LINE "/3" PER DETAILS OM SHEET NES (17\ CONSTRUCT JUNCTION ::STRUCTURE Ng I PER CITY OF /RV/NE STD. PL4Al-3D,;;, 1,81 CONSTRUCT JU/\ICTION STRUCTURE= ,v:? N PER CITY OF /RV/NG 5Tt). PL./11-/-30:J. )');· CON'STRIJCT CONCRETE PIPE ..4f./CHOR PER OET,4/L ON 5/.IEET N!!io. 122' CoNSTRIJCT CONCRETE COLLAR PER CITY OF !RV/NE STD. PL,4/J-3/D. @ CONSTPUCT 2 • I FILL. OR cur @ CONS"TRUC\ '200 ~ Qi'R.0\.J"\'c:.'D ,::;?..\P•R,o,.'~=•1 \B"""\'\.-1.\C:."'-. @ E-)"...\&ND 8,'' PeQ~0~\'i::O SUBORA\'N.. /8 J.S. '-!S = DA"TA @<s>"TA.(l*Co8.5Co) A= ~o• e=\&" c=.~.01 /9 7 6 5 4 3 2 1 NO. • ' TdP OF E,J(/S?.' MECJ/AN Ct/RS .. 20 SCALE 111 = 40' DATE PROFILE SCALES HORIZ. I"= 401 VERT. 111= 8' ~ 0 ~\ I ;1 I ~ \) . ~ ~1 .. ,f\ 21 REVISIONS \j !ti ~1 l,i '" ... ~ 22 I I I i ' ". -------·-·-··· -------- I 23 PLANS PREPARED BY: 24 -------- (25 P./. .ST/4.0 27,'"7,0 P./. cLl!'lr.: .?CJ/. 99 .R,-=?.92%' Rzr/..:S2% /90 -- /90 26 "TOP rn= CURB GRADE$ S\.\OW\.l O\.l "T\-\E PRO'i"I LES ARE- CALC\JLA"TED IJSl'-IG ~ S.;6."1:\0'-!ING Al-ID A'Rc NOT R.El"'L'<=C.T\Vl= 01=' AC.,UAL ,qp 01= CIJ,;:;t?., GRAD'i=.S Y/1-\IC\-\ AR'i= ON A C\.JRVEc. STRIPING Sr-SIGNING PLAN PROJECT NO. FORD ROAD DRAWN BY: C .G. DATE 4-?-18 SIMPSON-STEPPAT CONSULTING CIVIL ENGINEERS 359 SAN MIGUEL DRIVE, SUITE 200 NEWPORT BEACH, CALIF. 92660 {714) 644-0563 . f--_____ S_T_A_, _I_S_+_O_O_T_O_S_T_A_. _2_6_-+_o_o ____ ----1 SHEET \0 DESIGNED BY: 'F .C ,CS.. CHECKED BY: V".C .-=:i,. DATE 4-3-78 CITY OF IRVIME OF \'2. COMMUNITY DEVELOPMENT DEPARTMENT -·-·----------------------------------------------------------------------------------- • • • r NS I J y .P./. S.T"-'9. 277'-00 P./. EL .E"V. 26'/. 99 R, • 3. 9.? % Rz = /. :S.? % /90 ; /OO'V.C:. P. /. STA. i'9r5.::J P. I. EL /:V. .?,15-79 ~~✓-S2Z ~ i:.?.&"~% :P/. .ST;t:J. Y4 ,1-,:u:, ; .,"'!/. ELEV. ?/7.-7/. .I R✓ =-.?.S.tl' % . ~ • 0. 7415' % T.:?P o,.-NORTH C'VRB ) f ' ) :_;;_.;.;-·~~---•• ) ---. ·--! V : _,§' 1/ ,., •«·Si,p,~ ~ ( 16' ~C>R"t'\-l. O'I" ~) • . I. ~ ""'· c; ~ 0 • • _/. €, ';': ~o~ . ~-----------------------I ~ /90 -J._ _______ _ 26 27 28 CUR.Ve DATA TAP.»\..c- R. L "T iZJ ---<$lReE:"T L\G\-\\\NG PULL ?-,0)( ~ ---\RR\GA\\Ot-1 PULL BOX 41° '21' ~\" '2.000.001 144~.G,,~' "1'54.~,, \4-14.6\' '7 e,<:,, 8\' ~l::>.C.O' 'L '2. '"lG,' '"2. '2..S01 35.4-'"l' '2 '2 .<..'Z' \31.11' C.l'b.~8' I ' CONSTRUCTION NOTES 0:= CONSTRUCT CONCR.{:TE CURB ,:f BUTTER (J)-co/VSTRUCT ',i_c. OP.:'/f' 'A.B. ~ REM0//E EX/ST. BARR/C,-9O,E [lJ --• t::Lt:C. ~W\-rC'tJ.\\.lG CON\R.OL BC")(. ~----E-D\~~VA\JL\ IA ---WP,..\e::R l-11.'i::::\'E:=.R. ® ---WAICR YA\...V~ • ---t:n,sa'N. VAULT 'YE::\-ff -0--0 ___ ~""'\RE:ta:I L\~\-1.T "a::ii'A\.IDARO ~ ---1RA'F"F\C crn,.rTROL ~\C::,N ■ -----W\\NC:S'5 PO'S! I @coNSTRUCT CONCRETE COLLAR PER CITY OF IRVINE :STD. P/..AN-810. ~ CONSTR/./CT OUTLET STRUCTURE, STORM Df.i!AIA/ LINE "E"PER DETAILS ON SNEETN~G. ~ CONSTRUCr 50"R.C.P AND REMOVE EK/STING 36" CMP. CON.s··n<\JC."T '2. ~ \ C.lJ"T OR 'i='\ LL CON"S\~\JC\ 'l.00~ GROU\t:.D ROCK R\'?-'R.A?~ \S." \~\C.\.<. \\..lS"'TALL \'1."AC.'P.,CLA.C;::.~ "2001 'NA,.\"i:;;;.R MA\N ANO CA'P =a\40 \~\,6,LL 4"¢ P.V.C. ~L'i='i:::.V'E::l M\N, ~(o" O'i::.\'.=1\\-l,> C)(\'E:."10 '2..1 f=,E""<OND CUR~. (§ \NS"TALL R.-10-R WAR\.-111-.\G SIG\-.\ :6i') INSTALL R-"1-R WAR\.-11\-.IG c;\G\-.1 ~[_ \NC--~\ALL w-sG,~R WARNY\,JG.. C-.::,\G.N. \N~\ALL ""T"'(?c:' M-,.::· R£:.'r\..'i.=C\C)?.. 11-JS"TALL ,'<?'Ee "N"l'<'=U.O'N) WARN\NG-S\G\-\. \='AIN'T G"WIOcc SOL\O 'N;.\\Tc L\\-lc. B'--IN"T 8' W\Ot= SOLID W,,_,,\"Tt= L\\-.\'i=-. "?Al'N, 4" 'l\/\Ot= DASi=D 'IY'.--1\TE, L\l'-l'i=-. CO',.JS\l<.UCl .Jl)WC"T\ON S\RUC\U'R..E. ~0 :t P'i,,:'R. C\"T'< O'F 1.RV\Nl= °'="'TO. 'P\...A'\'--\-'oQG, 29 1 +-oa.oo 30 3/ I II [ 11 I NEWPORT HILLS DRIVE EAST 7 6 5 4 3 2 1 NO. DATE PROFILE SCALES. HORIZ. J":: 40' . VERT. i"= 8' SCALE /11= 40' 32 REVISIONS . . . -_ l J ' i ,. I • ! 33 DRAWN BY: DESIGNED BY· CHECKED BY: ' -~-,--~---------l . . l ---.. -.... L ...... l • ' --l • .,_ . t ·-----------~ -_. -_1 ___ : ___ : --' C .G. 34 35 DATE 4·<>·18 DATE 4-'S·'\6 PLANS PREPARED BY: SIMPSON-STEPPAT CONSULTING CIVIL ENGINEERS 359 SAN MIGUEL DRIVE, SUITE 200 NEWPORT BEACH, CALIF. 92660 (714) 644:-0563 210 --------------------------- 2/0 36 37 STRIPING 8 SIGNING PLAN PROJECT NO. FORD ROAD f-------S_TA_. 2_6_+_0_0_T_O_S_T_A_._3_7_+_3_4_.o_o ____ """1SHEET_:_\_c_\_ OF IRVINE CITY OF COMMUNITY DEVELOPMENT DEPARTMENT • • • • • I • • . • • r , \ ----f_ __ ...Jl.------(/:JO) ---_/ PRELIMINARY PLAN OF BORROW SITE ------- . . - ---- --------·---- ----- SIMPSON -·STEPPAT NEWPOFIT CEl",ITEA 350 San M,gusl □r,vo. ,:;,_,,_,.. 2UJ ~7e:":,0~~:-;;,;'~3ca,,fu"""92000 ADJACENT 8i N'LY OF FORD ROAD AND · : 10001 :!: EAST OF SAN MIGUEL DRIVE ---~ SCALE: 111 = 401 DATE ' ' 1---------1 .~ SHEET \'2. OF \'2. , 1, ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS (STANDARD SPECIFICA- TIONS FOR PUBLIC WORKS CONSTRUCTION), CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS, AND THE CURRENT ORANGE COUNTY MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN WORK UPON HIGHWAYS, EACH OF THE MOST RECENT DATE, 2, THE CONTRACTOR SHALL TELEPHONE THE CITY OF IRVINE AT LEAST TWO WORKING D/\YS (48 HOURS) PRIOR TO STARTING CONSTRUCTION, (714-754-3676), 3, ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFACING OF STREETS. THE INSTALLATION OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER_ 4, ANY EXISTING PAVEMENT DISTURBED BY THE CONSTRUCTION OF UNDERGROUND INSTAL- LATIONS SHALL BE COVERED BY A PERMIT ISSUED BY THE CITY OF IRVINE, 5, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR A!vD COORDiNATE THE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT. 6, WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE CITY ENGINEER OH THE COIHRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH THE CITY OF IRVINE STAND/\RD DRAWINGS, 7_ iT SHALL BE THE CONTRACTOR'S RESPONSIB!LITY TO LOCATE NEW SEWER LATERALS CONSTRUCTED AND TO STAMP THE CUP,8 WITH AN 'S" ABOVE THE NEW LATERAL, INDIVIDUAL SEWER ANO WATER SERVICES SHALL NOT BE LOCATED UNDER A DRIVEWAY. FORD ROAD NORTH HALF STREET FROM 770 1 EAST OF MAC ARTHUR BOULEVARD TO 1, STATIONS SHOWN THUS(O + OO)ARE STORM DRAIN STATIONS AND ARE !NDEPENDENT OF ALL CENTERLINE STAT!ONS, 2, ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS, ALL APPLICABLE GENERAL NOTES AND THE STANDARD SPECIFICAJJONS OF THE STATE OF CALIFORNIA, 3, ALL TRENCH EXCAVATIOfJS SHALL CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS, 4, ALL PIPE SHALL BE BEDDED IN ACCORDANCE WITH DETAILS SHOWN ON SHEET,, __ , 5, THE CITY OF IRVINE INSPECTION DEPARTMENT SH/1LL BE NOTIFIED AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO START OF WORK AT 754-3676, A PRE-CONSTRUCTION CONFER- ENCE IS REQUIRED PRIOR TO START OF CONSTHUCTION, 6, R,C,P, SHALL CONFORM TO APPLICABLE A,S,T,M, STANDARDS, 7, SUBSTITUTION OF A C,P, FOR R,C,P, MUST HAVE PRIOR APPROVAL BY Cl1Y ENGINEER, 8. ALL FILL MATERIAL SHALL BE COMPACTED TO 90% RELATIVE COMPACTION AS DETERMltJED BY CALIFORNIA TEST METHOD 216 F, 9, ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR OR DEVELOPER IN ACCORDANCE WITH THE NUMBER, LOCATION, AND FREQUENCY REQUESTED BY THE CITY INSPECTOR, SAN fvllGUEL DRIVE 78-MC-13 \N':::)TALL ~\~'i:.:.'c.\ UG\-f\ .:S\A\..\DA~O 6 LU\11.\~A\R\:::.,'"T'<P~ "li-F, \j\ff\\-', \00 WA\'T \A\G\-\ -----8 ?'R.'i;;;.SS\JR'i:::;: SQ'O\\ .. n..-\ VAF'OQ. LAMP, St:AL't::D ~ F\\.,\'i=.'R.Ei:ll '2.40 VQLI 6 P\J\...L P.:.Cr:it .. ?~R CY't'Y O"? \.lC'WF'OR.'1:" 'B'E=AC\.\ ~-n::i. DWG,\..i£ '204--~L FC'.!'R W\U\-""'t\t;::,\....E(?.4.'RALLCL) C\RC\.J\\, @ \NS\A.\..L \'2.'1 A,C,'P., CLA~S "1.00 WA\E:.R \.AA.\'N fb CA? E::\-40 --·-----------\04-. · @ \'NS\ALL ..tµ• Q} 'P.Y,C.,~C"Hf::-0\JL'i=: 401 "11\'N.~G-"tYE:.?\\\>C..X\E:N.O '2.' "e'r;:;"-<O'ND CUR~S \SO § \\J.S\A.LL R-\C')-'R WAR . .'N\N~ "5\G,'N. ---------------Z3. @) \\0.S\A.LL. R-'1-R WAR¼\~ ~\G.\J. 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L,'F, @ PA\'NT 1'.>0\_\?.,\..I'= 4"W\0Ec ':';OUD '{'c\.:1-0W L\Nc,·~---------, __ --- cA,@&ADJUST EXIST, WATl=R VALVE COVER TD GRAt>E,--------------- .,,,_, "'"'' 'E=A, E,A, :.....'F='. 8, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE /IND STAMP THE CURB ON EACH SIDE OF THE STREET WiTH THE APPROPRIATE LEHER: "E' FOR EDISON, 'T' FOR TELEPHONE, ETC,, WHEREVER UNDERGROUND FACILITIES CROSS A STR~ET, @ R~,:LOCA\'2: \R.'f<..\G.A\\O'N <=;;:."'('S\t::M & 'R'l2P\-AC:,'2:: 6~~"6 ~o. ~' -'E:'J{.,E:-\..l.U l:::," PS:5;,;:,~0R,b,.\'i;'D ""..S\...'IBD'RA\'t..\ • • ~~± \..,'F. 9, PRIOR TO PLACING OF Ul"DERGROUND UTIL!T!ES THE LOCATION OF ALL UNDERGROUND FACILITIES (ELECTRICAL, TELEPHONE, CABLE TV, GAS, ETC i SHALL BE ADDED TO IM- PROVEMENT PLAl,S, 10, ALL CONCRETE WORK AS SHOWN ON PLANS (CURB & GUTTER, STORM DRAIN PIPE, MANHOLES, SIDEWALK, ETC,) SHALL BE EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE 11 CEMENT OR 6 SACK TYPE V CEMENT, UNLESS DEEMED UNNECESSARY BY SULPHATE- GQNTENT-TESTS AS11PPRQVffi-&¥-THE CITY-OHRVIN!c, -·-------• ----,,,. ,_ --•• '2'lll: 'C6>:THJ\CTGR SEALL TELI~PlI0N13 Tlfrl ,U<.V.tf,'.E RA.NCH 'Wi\'(hl DISTRICT AT L:'.AS'l' ONE WORKING DAY (2,1 HOURS) PRIOP, TO STARTING CONSTRUCTION IN THE VICINITY or THE 24 11 \\',\TEI~ t:NF (833-1223). -CD CC'tJ'STR\JCT CO'-lC'R't:"r'i::. 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M.P. -·-------------_, ______________ _ "" l=A. I EeA, 14-, \..,>': 0 114 112 J/4 1 L:l L:l -I MILE$ 1112 ;' \UC C'E::N\E:'R.\...\'N.E: OF MACA'R..\\-\UR eout..c-VARD AS APPROVED FOR PORTION WITHIN CITY OF NEWPORT" BEACH JANUARY /5,/979 ® CUN'STRIJC\ CO'NC'R.'€::'T'E TE'K:RACE nRA\N PER O'Et\A\L ~\-\0',\IN ON 'S\-\'E:.'E:.\ 'N£ G..---------------- (el CON"S\'i<.UC\ CO'NC'R'c\E: t::>OW"-1'0RA.\N 'Pt:.'R. t:;.E:\A\L ~'MOWN 0~ C;:,\-\'12::.E"T 'Na?. G. ---·~------------------- @} CO'N.S\RUC\ 'l,:\ C\.r\" O'Q. F\\....'1_ "'5\..0PC. @ CC'l\..'iS'1R.\JCf "2.00~ GRO\.r\i::0 ROC¼ 'R\F"-'Rf:...?, \e;' ""t'M\C\.l:.. 7 6 -+---+--~-----------------------~-------,------------1----+----I 5 4 . 3 IA 'i/16/7::, I '2-'1 1-.F, 8"1-1-..F & 5/2/79 Aoo.c.o eve.a ~#££$5/.:::,,.v ..:r-N:r.-~ mfS ADDED NOTE 48, ADDED 12-WATER VALVE SHT. 4, DELETED 12":°CONNECTION TO 24"WATER. SHL4 ,;,!/1~ ~->-----+=~J.llAt'LMlQU•1 .. -. •. • -·•· .. --,_ -.. ··-·-· _, -" .. . .. .. . ,, -<:1 __,,, REVISIONS 5-3-7? ___ 'f ( c_a _ t __ Nt'f1 _ 1-l3-!77f. DES!n'h ENGiNE~·--R.C.E. NO. DATE NO. DATE APP. DATE DATE APPROVED BV CHECKED BY: RECOMMENDED BY: (? , DATE &:'62-u.za~,;1{A--: -• 1~°'" 11:c z.q_z:/ ORANGE COUNTY FIRE MARSHAL J, £7 L~~ d:12;1 /I DATE APPROVED BY 'S140WN ON R.S. "'<./',!,":>·40 'BS\NG: -- II NOR\\4 \\" 4e,t 00 11 WE$\ !' 11 LJr------------------------------= PLANS FOR THE l!v1PROVE.MENT OF FORD ROAD FROM 700' E1LY OF MACARTHUR BOULEVARD TO SAl'-J MIGUEL DRlVE IRVINE RANCH WATER DISTRICT WATER FACILITIES ~Ou~ @lf □rR<VDL'~~ /(~tfl/,,-d___~ -·· L.~ -::-_,f;_":"'_?2__ DATE COMMUNITY DEVELOPMENT DEPART!l.~ENT ' I : / .... ' R-5427-9 PROJECT NO, SHEET~\_ \'2. OF 87 I l \ .. , -:1 CURVE: flA"fA 'N't A R it! 4e,• t;:>'2.' 3c,• lSOO.OO' 'o· 'l.S' 'l.1' \C:)" 4G:.o.oo~ .. /90 190 L "T 400. ~&' '2., i .Q.O' 5 6 l,...i;:<,,:,l\:~g Ot= l:'11.\Sii. 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I _,,@ CONSTRUCT CONCRETE-/ERRACE DRAIN PER DETAIL S!-IOWN ON S/..IE-ET NE.6, -l @ CONSTRUCT CONCRETE-OOWNDRAIN PER DETAIL SHOVVN ON SHEET N!!/2. I ® CONSTRUCT 2.-/ CUT OR FILL. I I @ -C..C)'W.'S,"t~'uC"t "lCO~"G.RC\..rn::o ~OC¼ -~\'P-RP.,'?, \8 11 ""t'r\\C\<,. . I s n-..iS--:co,\_\.. \"1.." A.C,F'..., C'LA.S~ '200, \.VA\ER MA\~1 A\4.D CA'P £::'4.0. ' 9 . \}..l.'S-\,6,.\...\._ 4-"¢ '?,V.C. ~\..'=.'f=V~, '-1',\'N. ~Cb" '0'2:..'P\\\1 EX\1=.'N.'w ~ 'ei;'-<0\-4'0 C\YR.~~-I I @ \N~\A.U .... • R-\C-R WARN\\.4.G. S\G.~. I @ H·-l.""=>lA.LL R-"1,-R '\N"AR'N\W.'= ""'=>\'=>.¼, ! 7 8 9 @ cc, 'A6-.~N\ 4" W\DE: OA~\--\'E::-0 W'M\"\E. L\\..l~. @ R'E::\..OC~ \~R\C,;,A.'"'\\O~ ~~\'E::M 6R£;:'P\..P-C'E::-G'i<f:l..%~ ":.OD, ~EE S\-\'E't;::\ 't--\.'? 5 ~ \RR\G.A\\O~ "":5'<S~"c\,J\ R"i::.V\~\O¼S. 7 ", ......... ., .. ,_ ...... -----------··-•-----·--· 6 5 . -·--~ -------·-r -__ _, _ _,._,_, 4 3 -·· 2 1 NO. DATE PROFILE SCALES. • • ' -. - HORIZ: ;.';. 40' VERT. I"= 8' ·•· -----. 10 ~ :'S "" ,.. z lieo' -· REVISIONS II s \\{ <i oJ "'" ·o !::\~ ME:-0\A'N YL..AR'i;:-'O'E;'TA\L ~\ui -<:..Sc::J-.-"\.L'2:: ,:\If._,. '2.0' DATE DRAWN BY: c.G. 4-a>-~8 DATE DE.SiGNED BY: r.c.s. 4~•'18 DATE CHECKED BY: F.c.s 4·~·'16 12 -. -·---. ----·--- 13 ~, ''""' e ' -----____ ,_ -· ' -----., -····-----___ ,, __ --:· ' . -:.-, ·-; - ·=~·;-::~.-- ~-------~--~7<~;;;,~c:)~'v.~._c:~.-----------.~-,-: P./. STA.-/7rSO . .A'/. EL.el{ /&"...:7s 14 ~.~ -;si.?a z A'.,. .+~ >'2 % - 170 170 15 \OP OF CUR'o GRA'f.:i"i;.S S\.l,D'N'N 0\-l \\J,~ F'ROF\L'E:S A."R.'c: CAL.CULA~\'i=D US\'N.G Q._ S\A-ncn•s\\NG A'N'O A~'€:: t'-\Oi' R.'E:.Fl...cc-n--.J& OF f:,.C\\.JJ:,...\_ \Or" OF C,\.,'f~:;;as GRAD~ W\-HC'H AR£:-O'N A c:,.}'RV'i=-. NEWPORT HILLS DRIVE /fl/EST , ' I . PLAN AND PROFILE PROJECT NO. PLANS PREPARED BY: SIMPSON -STEP PAT CONSULTING CIVIL ENGINEERS FORD ROAD 359 SAN MIGUEL DRIVE, SUITE 200 STA. 3 + I 3.00 TO STA. 15 +oo '2. NEWPORT BEACH, CALIF. 92660 SHEET ~DuV @[? 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