Loading...
HomeMy WebLinkAboutS_5285_S' DISTRICT N 0. 7 I \SOUTH DIVERSION SEWER1 CONTRACT NO. 7~ 10-1 FROM VON .KARMAN TRUNK SEWER TO MACARTHUR TRUNK· SEWER· & .CAMPUS DRIVE· • OCTOBER 1988 IPPROVED "AS BUil T": ' ' [PROPOSED DIVERSION SEWER ~,( -~ BEACH ,..,. D -----CITY a COUNTY BOUNDARY LOCATION MAP N.T. S. CD= SHEET NO. SIDNEY KIRK Construction Ins ector C.S.D.0.C, • Date \ EDIN IR ' PROJECT LOCAT.ION 0 ----• -------- SBUILT LEGEND DISTRICT NO. 7 BOUNDARY BOUNDARY OF CITIES 8 COUNTY :sH'l":ft" • • 0EscR1i>fio~. ••• ' . .. •, ' s •~ - • ~ ~ --_ .. _. __ ,_. f 1. TITLE SHEET _ i, ; 7. TRAFFIC CONTROL PU.X CAMPUS DRIVE AT VON, JCAIU0.N -~:.,~"'.,~~·. PLAN ~~-:~R~1LE0 s1'~ . .;·0+21.2<1 TO 9+00.00. l ••• ,'TRAFFIC CONTROL PLAN VON UlOIAN;AVENUE AT.CAM.PUS DR.' . ,, . ! . ~ • I TRAFFIC CONTROL PUN MARTIN AVENUE . 3,,._ PLAN AND PROFILE STA, 91:00.00 TO'l5+S0.00 ... 1 4.'. ~PLAN AND PROFILE STA. 15+50-.00 TO 20+87.76' I . ;. ,•. . • . . • ' • ___ s. -~t·_sT_ANDARD -~o:i;.t: DETAilS ' -.. •• 10. 11. TRAFF1c coHTROL PIAN CAMPUS DRI":£-·~':!._-MACARJ'HUR_ 8Lvo~ ~ TRAFFIC CONTROL -PLAN MAcARTHUR BLVD·. AT. CM?'.:Us ; 'DRIVE , 6, e--BEDDING ~D_ KANHOLZ. BASE DETAILS] . " . LEGEND 'N,-·:;· '. -. ---:. - -,,--• ·, --· -C-"· ·TRAFFIC SIGNAL CONDUIT " '-· -"-c--.-· ,,; ELECTRICAL CONDUIT , , .·, -•--S"<J __:.., ~ EXISTING GAS LINE (SIZE AS INDICATED) ~ : --a•s--·EXISTING SEWER PIPE(SIZE AS INDICATED) ! • ·_:,48u5.0.= .•·. EXIST.ING STORM DRAIN (SIZE AS INDICATED)· --T--. EXISTING •TELEPHONE CABLE/ DUCT ' ,· -l,uW~c' EXiSTINll WATERLINE(SIZE ·AS INDl~ATED) • '! ,.·_·_ -G-_:_ -• EXISTING MANHOLE/VAULT ' :': -..::....--_:_..: , EXISTING WATER/GAS VALVE , -•--•--; EXISTING FENCE ----------- • ABANO.· A.B._ A.C. A;C.P. ARV" : • B.F. BUR. CBL. B.F.V. 8.0. CATV • -c.e. c. F. ABANDONEI;> • A.GGREGATE BASE ASPHALT CONCRETE ASBESTOS CEMENT PIPE AIR ~ELEASE VALVE BLIND FLANGE ' BURIED CABLE :-•,. BUTTERFLY VALVE BLOWOFF ' CABLE TELEVISION • -CATCH BASIN - CURB FACE CONCRETE CYLINDER PIPE CAST IRON PIPE EXISTING CURB AND GUTTER EXISTING RAILROAD ·-_;1,_:;_::.....--._ _____,,.,;,____ EDOE Of: PAVEMENT -----CITY LIMITS C.C.P. C.I.P. C.L.C.S,P."' 1 C,M.P.(A,} co. CEMENT LINED & COATED STEEL PIPE CORRUGATED METAL PIPE (ARCH) CLEANOUT ----·_, --PERMANENT EASEMENT CONC. , DEFL. CONCRETE DEFLECTION ----'TEMPORARV EASEMENT D.I. I DRAIK INT.ET -----RIGHT OF WAV LINE (R/W) D.I.P. , DU.-· EL. · - DUCTILE IRON PIPE ,o, •. FIRE HVDRANT • DUCTS 1 • o--l:l •: LIGHT STANDARD • -+ · POWER POLE / TELEPHONE POLE __ . --· EUC. ELEVATION EUCALYPTUS TREE EXISTING ::l ·,..""(":'"'f'"-r:-r,- LJ 'L.J 1,...J o-<>--<.-,. , ;',' .• TRAFFIC CONTROL BOX TRAFFIC .SENSOR LOOPS TRAFFIC SENSOR MAGNETS WATER METER GAS METER . TRAFFIC SIGNAL (T.S,) AERIAL CONTROL POINT . THRUST BLOCK · ANGLE . , • DENOTES DETAIL NUMBER. DENOTES SHEET NUMBER .J EXIST, F,L. F.M.S. l"UT. HDWL. H.L. H.P, INV, IRR. I.P. M.C.D. M.T,D. MH, P.C. P.E. PVMT. R.C.B. r R.C.P, R.W.G.V. s SPEC'S STA. STD. STL. . v.c.P. ,, 1GENERAL NOTE$; FIDWLINE FORCE MAIN SEWER FUTURE • . HEADWALL SEWER HOUSE LATERAL HIGH PRESSURE INVERT IRRIGATION/RECLAIMED WATER • IRON PIPE -MULTIPLE CONCRETE DUCT • KULTIPLE TILE DUCT • MANHOLE PLASTIC CONDUIT POLYETHYLENE PAVEMENT REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE RESILIENT WEDGE GATE VALVE SLOPE SPECIFICATIONS -~· • STATION STANDARD STEEL- ·VITRIFIED CLAY PIPE .1 •• • STATIONS SHOWN ARE HORIZONTAL PROJECTiONS ALONG CENTERLINE OF PIPELINE. 3 ' :r , AERIAL PHOTOS F.ROM WHICH THE TOPOGRAPHY AND CONTOURS WERE PREPARED WERE • • TAKEN ON FEBRUARY 19, 1988. : ... .., BENCHMARK: CITY OF IRVINE BENCHMARK NO. 3, AT THE SOUTHWEST CORNSR OF CAMPUS DRIVE AND VON KARMAN STREET, AT THE BCR, IN TOP'-Of"" THE EASTERLY END OF A CONCRETE CATCH BASIN, 1.0 FEET SOUTHERLY OF THE SOUTHERLY CURB OF CAMPUS. (ORANGE COUNTY SURVEYOR'S DATUM OF 1976.) , . , ALL INFORMATION RELATIVE TO THE LOCATION, TYPE AND OPERATIONAL STATUS 0~ UTILITIES AND/OR IMPROVEMENTS WHICH APPEAR ON TH~SE PLAN WAS PROVIDED BY THE FOLLOWING RES~ECTIVE OWNER OR AGENCIES: ,, NAME AND ADDRESS PHONE ·' ' • -NAME AND ADDRESS ABBR. PHONE county Sanitcltion Districts ABBR. c.s.o._ ' 714/962-2411 714/540-2910 • , Irvine Ranch Water District 18802 Bardeen Avenue I.R.W.D. 714/823-1223" of Orange County • 10S44 Ellis Avenue Fountain Valley, CA 92708 coUnty of :Orange " General Service Agency • 414 Civic Center Plaza Santa Ana, CA 92701 Coun~y of Orange Envir,onmental Management Agency 400 Civic Center Drive Santa Ana, CA 92701 City ot Irvine , 17200 Jamboree Road Irvine, CA 92714 City of I. • city of NewpOrt sea.oh 3300 Newport Boulevard Newport Beach, CA 92663 C~ty cf' N.B. APPROVED: ~-. - 714/567-5002 , 714/834-2300 714/640-3600 714/644-3311 • Irvine, CA 92716 Pacific Bell 1452 Edinger Avenue Tustin, CA 92680 southern calitornia Gas co. 1919 south State COllege Building 8 Anaheim, CA 92806 . southern calitornia Edison District 1 7333 Bolsa Avenue . Westminster, CA 92683 southern California Edison District 4 14155 Bake ParJtway Irvine, CA 92718 Underground Service Alert .. CITY OF NEWPORT BEACH P.B. -. s.c.G. S.C.E, s.c.E. 'COUNTY SANITATION DISTRICTS OF ORANGE COUNTY ·pJ~·. RECOMMENDED~: ,DESIGN MANAGER ' 714/259-4475 . 714/634-3115 ,. 714/895-0232 714/895-l:1203 1-800/422-4133 DATE . ' \ f/. (.· APPROVED~ _ __:___~·>:S?;=./c~~~"f?!CL-~ff:~Y~t~y;~/~/41~1,~..Jl.._:;:i_ _________ ~6:L.=!,c~l-~1.t4,ul~~~~-~~ THOMAS M .. DAWE's; R.C.E. 18424 DATE , DIRECTOR OF ENGINEERING • BC~LE - EnGlnEERlnG CCRPCRATICn. ~--------------·- ; 1501 Quail Street --.... -- : P.O. Box 3030 l i Newport Beach, Califomia 92658-9020 / ' . ; 714 I 476-3300 __ ! .PREPARED UNDER THE SU,PERVISION O~ • ·(l ~ t/~ /t!J-~ <P ~g8 poNRAP HOHENER JR., ~51 .. PROJECT.M'ANAGeR. 1.0ATE. • ,J/ <:2,__.~ c. ~~~ \G \ 11\01, :Pl::!11.JP E, STONI=,. R.CJ:. 177j4 -J)RQJECT ENGJt .OAra; SHEET 1 OF II SHEETS • . ' i , 'l, :'I ,1 ., ':i: T'"" I 0 ,- ' ' 1 j J 1 . j ~- >ff :~~; . ~ ;c-' j • '·-' _c;~: -=-· := ·::-: ~ .-., ~!~:. ~ =:. ;-r= bl ~I _-1::. -:--1.: ·. LI .'.j~:. ! :, .... +=-.,::· ·;! •.. ·•.·_J1·· ' . ! _: ~: §·1 ~ ~~_l;~; r !·•.-i t l .. '.·.·-.·:1-•. -t··-: -_ J··-+ •· 1~·11 ---t : -+ .. i-t • • _j ·-=-i--r !~i: i,:.J~·· i • 1 f -= ' . ~~ ! : ' ~ i c:cr '.~ c_, _cj_ ' t=; :; : -1 -: ' --~ .-re l-} :l ;.:-.~. J::·; ; -I ! ! _ : --~ : • ~·1' • j--+ < -: ; 1 ··!~t :·-j_--; '. !.-.. ,F~;~~~,~~:-~-~.~~L_~:;,. =i}·~::i;_.·.!:fc-ci~~lL:-+--.-~ !ITt-+·+=\ c[' ::-.:::'f i.:'" -f-i~--=J:'-' +-f ·1 ~~j~i~~~+-7 _JI, -~=f·i!-1~7r ~!~~-~: .• :r,,:-~+:ll~~}~ :=i ~-( ·--, ::: r:~~~1 ::·' ~:~:~L-~i -~· -~·~ ~:~.t.!·-}.·-_j--i:~,-~1-~-:~~~--•: :l ' • :: :-• :-;:~:; -: i •• -~~-~··~-:-·+L ,-:---1 ~: :.,~='i ~~. ---.cc:_::_,_~~-:.--;~-L _., r;, -~-,---· ,:.) :_; _ , i ·: ~~t~.;: ~ ;:=:--~~-: i.:.-:== j,: ,f L' 1 .. r !::-1 ;·--t•:·1=--1-c-:·,: ··:--:·'[-\' +1-, : J.-! t··-··-t,tr-~:1~T=:_; ; ' i. -=~ :.' • •---'. "=\-:'. ! : • 1. .·' 1 ' :-' • ' __ ) ' _-· ; ,._, ,~;:; j -1---+, 1 ,- r_~-1 ---, 1~~ 1.~;::r =--:-·1~~~ ~~r-·-t~~i -~;: !_-=:.::=:j ;j_-"! _;_--!-~~J ~:1· _t_·:-·:·~~--r-:f ~ _-! __ -; 1.-1 ~( --:-~-----; -t"----;-~-: •• : ; ___ ; ~ T-l~_-·-•-L' .·,r·-~·r:: .. -r-··--• t·:~-· t" :-j --·.·.···~_--:i_· __ ·····.:.:,-:rT--,:r i ,:::, ; 1 ;.-.~: : .. 1--,,;:._..·-•:'.,·,,:,_-.. ---::::·,_·-,···-:: .... :1;··.:~·· .. •·::l:•,'."~-_2--.. _:;:':·:··_..~:.: ·.'· __ --_r_:,', ... --~ •• -,_::·~--·. ·.·.i,_~L-·-:_i_-4_._:_,,, ~_t_:_·,r __ -_f_·-·-).·--.-: ----~-:·~, ~--:.-.t f _--( ~-··_-__ ;_~_._i.-+~--1~-! ,., T --: -~ :j-;_::-: :;--it :::!=~~#:_ff_;=~ ! --1;i~· _J& l-~;'' t'---b jj"~ _i .J·, ~~, i : f :iY .. ~1-iLY:t ;eR.i«CE '+Lf JP11 :l 'f-t:t l : __ i, ·t ~ -r·. :-41 .. r-~ ·:-i . :;}' 1'.-t ·; ;:: : -~ ---_: .;·-. : l --~-+:------~-: ~ _-: : ~-. : ; ~ . -~ -.-· .. i~_--; -_:-_>;-=--;-+.-, -~·· ,--t i-'. -· ~ -~' ,. ~ r--~ i--+ + ' • -~ =-~-!:~~l.:':-~°:-_;-::·:~-_.~ ,:.Z+1-"2~4~---~;=:[_.,; ·_:_:; .J•: i.· ~~~~--f-t:~-1 +•';~.-;~ t:: ~A~:~~;.· cc::~_ .. :: l r ... t~-:: l+1~~~0 f::I:~'C ·1 r=.~r +~ ~T ~-1:~ 1:1;1=~fi➔~~~--~ . :~~:1 .: ;_ ~~ ~.i L ~· :.~=~j_~~j:i_" _l ;-~~,: -{ I.--} • . I . -.~---•--: j --:~-~r :--:-; . r --:-·:·7·--·\-: -~ , ,_.c:r, .. ,.L -_➔j':, •. ···I-:·--~45 .. , '---1·-·: -'_:..,__/_.:.:_.C1"i .:::--· '_--;_-) 1 :._-! z-_ : j_ ,. -0-,--I -, ' ' '." - ' ·t --' -~---· ---_____ -_·-__ j ___ -• -----t -• _ _j__ J_; ---1-. ..: --. •••+---.. t. ' -1' < :•--j ! IT 1-·-:t·-'-~. ____ .!: -+--~~-= t-..• · __ ,,_:,:--1.·._--:, --; ___ -; __ .....___,----.---::--:--::.::..::;~ j I-:;-~ l •• I l --; -; _;_· -· ~--• --'--1 ~ -:-~-i--=-i"· + ~+~:..:'. -·ul~;; _--~ -~..:+l ~!>--.:f --; --=t"-~-=--, _ __; • ~ ---~-___ •+ .:·-~l::,_J_·!'" -~f.--J.,o.i,:_J:· -~---' ·-~-i-----~ ..... ~-. ~-t ----··j~\'½ -1' . ··-+-+-t I ~=-' I r :.~~-; _:·:-•--' --_:_~ -· -' -~ ' -·\·-: ) -:·:::-; -~--~-1 -~-----=-~~ l -: ~-!---::~t~--i==/; t-.-_ _:·:·_-+~l---1-t 'l 1-·~~T ·.:.:·J·-f-~_j-:~-~-1=.·:i-;j_-A-i---.==.i-=-i::--·1-~~i _-.=1··-r-1.:1·-i-=-~-1 -1· • ~,;_ ___ ., ..:;.... ;.:.; ··r--l--:;::_::-· --·-l=l=-i-1 .-:-1 1 J----.. --1 .. : .. J· ·Sl t'~~ 1 1 ·, J _ ··-' -~' .t-~·::-~:i·---;:: ___. ___ ..:i ·; i :-.::; + ___ _,__ ·----_-j • -1 1 • •• f i ! 1 ~~ ~ic-1 fil ~; ~ ~~·: ;t l ; " tl?. 'i.TKttST"'.: i ~ ~: ~ ~ i J, [c; ::1 :. t! ,· lt} : l~f l ~l={>-'-, r; ·~ • . . ..; cl .c ;-cf~: t 1 1 1 ,]0~ ; :J~.· t .L :-~: --;_=': .~.-1~~~ ---:•--: _r ~~ ·-L ••• ·~-'. l . c:: !:':': .:::-' . j_:-. ·•~ x· ~ .:::. ' l .::c:· := ---=-: j t:'i-~-=~1-t° •. _.-=--r;F•-I ' : : . l -1-" ' • • • -.:.:::-, .:c'. = 1 : :.: ·r 1 • r' -1 ·[ -i ,_ ;·· I l : . i . ; • 1-.. :·;--::· -• --f\~ : :-i • i ' -· ' .• ~ :CT -'c-:• l ' : -~.:-' ;=. i _ j· _r .~-:---=-:= r::'-~---~ ;--:.:~ ! • " : i=-l "'' '.~--\ --~---t -'";: =--f ; !='i ; • • j : : -~ ::C:c==f'-E'=':--='E--:-±:-=-;-:==,=-==-='+-':E=-+=:i:--==--7-....;::=-;:..:=::-=:....-==_:,=..:...-==-4=+.-=...c...i.: -; -•· :·-' ; i ! .. ,. '.· • =· ! -1 ,, r -• , =.c. -~· =t~-~-= -! -:-:--..: . --~ ~ 1--; =-=· -t=. : -t t : i , -_,_ -• ' -•-- . --, • j =...:} -----~ -j: - , ~ ~ -' -...,. ;-• : • : , ~--, -~-; • ; '. 1 • I -i--' ' :_-_-::_j _l _-_ : ---:.:=-:--·T-'T-~~-'. ~ :::=..:1 ·-~ =--l ... " : =----i :-::.. ~; ~ ~ :: : _-" : ' • ' --; --=-~T~::---:--• -! -'i . • -F=i-----=-'----'=-i--....:;:........:...=-i---'----'+._,_ ·+-----;---+=--.l:"::=±C:.,:E?.-::=:::;c::-::=-+-~:':::-i:::::''-:-~c=-+--=:1---'::ci ------,---------+---,.-'r . --. ..::; _ _,_ _ _;_·L:...:-t---..::--: :-:..:r -• ---·• I -➔ -~ t.:::.--•· --+--~---, ---0--: ~----= ' --==r_ •-__ .:..__:L7 i --.. ;_. \ .. : ' ;=:cj....c cl±l-=i::=:±= . -•-·· ·-·· .·±·-·i._-=:_:=t ·c:c.: I·.·.= .:::.-[---.; _ ••• , ., • ·• •• . ·• . :r.· •-•• 1 :.· ··-1.-==:i ~--·~ _ _-.--_i I ••• •••• l - --~--: j ..::....._ 1-'J•=l-==t----'i==+=:t:..:-====1.:.:..=;c:::...:==i...-"t=-c+="-----='=-..;=:=:.:...:cJ=:...c;= r: , i. . --i ~::.:.;-= A~--i..:,:=;::__f· -.=L --E;.J. _..:-:_. -~~--=: • i~~-,-~~-.. -~ ~,_ f); ~--'. = ' : -• ;-· ~,~i ~-;-.-i_=.=-.~\.-·== .... -~=~ -L. -~ -I _. i ~ ·.·::"· .·F= • ;:: !.c--·Faw.f~l i~: ·-.r=-1.= . '"-~~-.I .:i-·r-~r :~: !.--i-:.1 •. ~ -I~ 4--;-'"~J-~¼~.'=L: =£.E: .:I~ ~~ -~ ~·~: ~ -L~:; -~-=: !~-1 •"!, ~; • !-J:. -~i.-_;T: .l : 11;~ ! -~.i~ ;-): ·s f_ .~ .~--]'.:,C' .·~· =3 -:;_~ :_~ ~-f' :_~.:-¥; ~·-. f _--;~1-;~,~: _..:. ·tj _/ =--1 • -• ·:-~_.-,;; ji~ ~t ; .: 1--~::.~~-!-= :-= g -'-"~: ~::l • • • • r _L __ • :_ i •• L_;_:::' -~aD---=ENCA SltlP"NT, '] 1--;--·-:J=-· ·: r-·---;·.:-~-; ·~~~ .:~:C'. :=;r:=-§7 :.-::r=-·,--= -,;c:.:.J.:.:::.:.L..:f::L·· : • '. .··:··· .·.; _i ___ --.,~--,rv,~~:-=:i_c;-~=:r~~~:¾Jii?02PS:;:L.~-~l -:f:==:t:=-"F·:_-~L_..j ;·,;__._;_:_~~~,"i,~~.~£-t=:1 ~c=:LJ ~~~ =J,.:.~ =f;t= ::_: ~-.--1 '-fcc;_j·--·-·· ~ ~~ ~-k=i:~~::.::;-~~~~:~i'=i;--~-~=;,;.~::¥;j-=.:;~~: /$"~-?..:~~ jc' :~ :..: : •-~i0(1-303i ~-:_= 2 '. ,-! :~j,:\~ j __ __t ~ : I • , : ~ • : /: ~~i•/:'; --~~1 -~ i-=1_:::: tp~; 1~[:':f ~~i:c:o ~.)-=-...J-=:-• .~ :_·-: ;_~-!-~-;~; _f i=; ~"'.:cc~ ~~~-1 ~;~---·-=·'--j~± ·~:_i __ =:-=' F'•~=: i3§-'-,1-...,=±" =-= '·'-±.::::,.--==r,±:~-=--~ t==~--1-=:-=-:i ,-,1=:::;_.~•J~' -~=-,-~--•~-=~~ .. ~~~~~;;:_~f-:-=~ -i __ ,-, -:-,-t :·-=.-t 1 · i-:-,-i-,-;-1 ~-----•-=~· J-~--=--= .. == =·-:::::·=':¥l ,=,-~.,, ,=,-:_r-=:f:;;:_, _j_ci~i~i :~-~=: ~ -~ ·---· ·-·· ;:-•---··-~ •• ~~·-~g'\:_"(i,-;·•~~·-i--; =; _!-' :=·~ I j_. V -2f~~0,:~~.L-:--~~& ~.-.· ·~.? 1~~l -""1:-.· ~r: : -~ ~ ;· 7 .· ! ~ :'c~" ! -=1-~' :.'I_ ;=: =:. .~ ~-1= -==-J;'i _J ~-L=-.--:~ ~-i-L ~~l-1' ti-• •.• ~ .. i • t·k/ i~~L~=-~--~=-~ -=-~::::~;·;-~:~J-..• ¥-:~.~-1=_:~ r -~-r:=-=1,· ~;~ ; • .::~_.;~~: ~>~ ~ , --'"t ' --~ ~~-: -• =l-=1 ~~-=--T: ., ~~i'i • ' -' : F i -1 ·::+ .. -· i ---~ ;; ) =::f ~-; -,v;Y...-~'-·, ":4--~-r ~g-:--,z. _; . -+ .::=-'--.:=-, i . ?f ,.. -.,:..::_l ·--:-: '1·_.~.:-.. L_~=-~.--~ ~?--~ ~~'!:=:=-, ~;--=± =r: --t/f ; . ti: ·f -L f : . -i--·1~" )~i ~s::il\J' • i, -l-, -'1· r '· !:--'i ~~-~~. _·_;_,,: .'.=71=-~ .•. ~ ·~1'· ~:."= :.= ... -j,_.. __ !.~.'.=-.·.=:£j=j. =:'._-.-.·--.• ·;_ -~--~:i:-y.=--~ ½f"--~ ·c_,.-~ =_--; i:~~ r =cc~}'~ • .:::-; .~ ~ •• i=~ E --=1 '; ~;;-.;=.·. ::-=7'=-t-1~;:_L~:• 'T .·,=: ,-_~. =·. ·=_.. +2'];"1il-.;. ,-=1== ·,==-"_ --T-=•·=-f:= • .-:.=--...=.:::·: _., ~ L·::·' -s . __ _::} ·.::=--=± ., -, :r: , 1.-' . ;...=-=--+"=--="=..L:=-==-"--"f-'=·::......:;:==--==::---......:--:--=i:--'==;...:=i= • ..-• t>-•· ·-"-=--;.-= ·~ 1 -"= _-~ ' ~ INK=EL ~ . i . :=:k~::i _.: .. ;¥~ ~f;-1--=:: -: ! ~~r .-,.--+-=.=:~ .i.--. ~~-:-:-:~= • • _2_ ~-' -.::-f -; -'. 1:-. __._:: 1--.,-.. -:-:-,----;:-i 7 i · l ~ t "' \'fj ;-:-~ --•• -: • .. -• • i -=-~ ==-· L-_: _'._ c-~; : ._ ·-:----:_J-.~~: : ±.:; ,-_=-f.::: ;; ---; ,~--r--~=-~,~, ....:..:===,._._.,_:::_.=_=.=-_=_=.-=-=--=:i=..=;:=--l-....:........::._.:..:.........:=---"'= ' : _= .:.::= ;: :§~ ~r~]~ ~:m@"{L •='-! =-,-= .:b s ~ ;~.• ;-:: ';'' f= i==_.: c,,: : ='. -:~~. !~~1-:.=:t-' L'-=➔ -~~::= ~ =~~i=L~ _t:· ! -'~ -i~·_l J~: .• 1 . .J ' ; -~~~ ! : tm=~·J-: ~-~ -~· : ~=ri¥1;f~t_~£~-}~_filj'1='7 ~:~ ~-==i l .--_ • J -, -_•-~-:~ c:: '_. --.. :; -, -, = ,-_, _·,. =. ·---.-: • • ,-• • .. • • J:5z;~e~ngg~1~t~mm ~~tlI SFLffl!~ES§Jrn!IE~~ffiffi y"! . ;-L=" ~ : ~ t =. -:tc-'-+--~ =F:;=~ -~·-: ~ ~~ " •-·~ " -_--; --' --CC-L;cf = ~I .-, ~ 2F ~-~ -~ '. i j L ~ j • I 0-i b' ~ ~ ~ i.~ ~ ;: ; ~ ~c ~Jee;~ i -c ~ :..:; ~; • : ...... :..::-1c-;. -' 1 t C ' F ~ ; r ~ 2 i, ~ .__' ;' ~ -' f >--• ' • -.. _; j . i ff ; ; :1iill5~f ff ~r:-f ;~~-f~l, tiiiJ;,__-~~_-f '-· -=-~=t~!~~ ~:0 ~~ '. ~1 P~ ~ ; ;_; .T _f : .•• r r : r-_c :~5~==~: ~!~~i==~~~-Ef_i·J~~---rT.i~t:~~~~_t:4 ;r~~~~f;~~i~~3-=~;;~r;0' __ f ; --'. : ~~ -}-t _;-:i-- .... ' . .J--' --~.. • -• -=K .. -·. :·, -: :j =.:1'. ·.=--. ___ :;'· .. ·.~.~,-.·=--·~c_. __ ~• ... _-_-___ • .• ~.-~.~j·:,~.--·--_· __ ~":'-,._ .. _·.·~.-' .• ~i'-· .. --_::--=~.-.· •. • .•.. _··.·= . ··:··":___~~·,,_= ........ _= .. ~,'-... -_. ___ .·_-.=--.=-_~_ .•.• -_·· .. -_.:_~·~ .. _·=-_.._..::.·:-.' .. ,-=_·=--·-~-c:,: •. -=-·=-~. _··.,·· .... ··~~•.·.···=:::·~·.·_+: ..... ·.·----... -,_·~-=-~-_-:··_· p==~·.~--·-B·v· ·~.R.-.t._-T1_1.;· ... :·_.,'.[::-· ILS::::·_-;.·_--.--r:-··C4AL'_=.· -·,.-l--·'_. . • • :·· ;-, I ' l -: -; .. l c: !: : ! .::;:-:=-=i: -..:= .. -=~-• =:-: =r ,=-• -= = • -:= "3---·= _c_:=c -::=-: .1 =-., -.-..;: -; =--:·· ··t·. ; -j· i=-; ...... -= =.--·_. --~-=~,. ::= ;-= -= : = -=;:,-:=-; -= ----;=: '. .:..-: _;:::-= . .. ,-·. . 1·-I +---___ ........ -:: -•.~-----;. ~ ·-:· .. t,._-~., •-.• , . . ~-, ' :---_j;.. _:_,_· -~: _: ~ -,! -~. ', ·-.+-, __ ·;! --~:. · ... !=° -.. --'---,'-~.= ._ f-.. -; -. -. - -' -,.· . , -. ---: -•. ..::t ::-.:::-..j:. ~' ----=---:::::=:=: --• ------1=-=-..::: .::-=:;::::-:--:=-.=:.. _....:::::::=-. ----==-:;. -..:;:::=-: -=-:r--.:-=----:...-----=t -;_::-..::_: -_:---=--~ --'-, -~ .::-~---, -------:··=L ·-r--~ • -·±=..:: --===:r-_, -~ ===I--•-: i2==;=-...L--=--j_ __ ' --, . .[__: ---=--=t= ·~;=:$~4="'!:-: ~~--a--· ---... __,_ -~ --:t:==~-------~ --~ -----•--, --+-------i ~--.--~-------·•---~---------=--=r-----'-___,___ ~-~---•--~--"----•-·--===:I"""...,;-; -----ci=f -~~ --r=-:-;---T -----=----~I ,-_-:;:_i-2· s~-.= 3=:i.·$:_::"='i~.=;.'='f: •--t-.-~·-===·; .. _t=~·:=-~i -=F. c:_, --;-•-=-··c=t::·.;:-c:;•-•-c=::=tl ~.:=~1-----:--=••·====·-. .J =HORIZ;•·l,:=;40·. -=--;··-+-·''--:--··__:_r----1----~. :.:==~--=-f-5 ~·-::.::=f~~~~ 'F;~.;=i:.c'f .f?:,-=L~-le--=~-~ :-.c: 4'-,i.-.--f ~~S ~.::c::=.--=~J::.~ §i==~ .::;:._~=::==_;:=j-'·-;=t-=f=_: ' l ··r :3 = 0+00 '-I\ 1+00 2+00 3+00 4+00 5+00 6+00 7+ 00 8+00 /3°,;'~(-~f,-ffti}f'·O.tJ.C.i\ ;_J /\ i--,;.n Otl. ·P8 • ., .5" nu X,;, vi-11:t<,,, •• ; ,11· ! I I ·1 ;' ., "'•'\ .I 11~·,o~r,--~-....,__ I -.,..,J;~cf;;;f~'P.1fc.-i~-'1 ,.' I 11 --t--11 i~--\·1e• " '\ c-,,'-'v,-.S.C,E. ', !.:)'"-1:\ ;, f'l'I 11· _,I' '1'~, ! ;' •.• ,/ii:! l! ·: ;; 2-tf~ ·'E_I): l'l59lr413,3 Ir-·•'\' -"; .-,uni{;_ .,q ·' "-'>~I-<ol,C,-.-~ •• o,--... ><...,..-\ .. l' f 11 1, •. (:'\1 / J r,c, __ .../7fl,''"l)t/,;:_.S.C.q. , (F d.il\''.-14S•4 •' 1 ·.:.'Li'"•• ' • .c......J .----c-== ~-•• • s'lfj;.._~RW.Lt, . , \,I· t ' 45•8 J '~ \:~ ... :;.:~0-;:~/k~.C.E.--· _ __._ h. ~}~f~~{4,\ ;: \ ./~ J/c-~~i)r:CJ\1 !___..,/ i"J.:.:~1!_:fi!'B.=f-~-('/,5' 11 i :1 \JI IL/:; I t, ! -~-( ::.-~,/let.:;..:~;;,,~-~;;~--~~~~..:::-xc, ·.;::. ~""' -~~~ ~~=~~""" J__ ~~-------t-,.,, ""'L-1---1 ~ • ---------- :--" /,( 'Lf. C ,1.\;--,.. tx, , 11-L_,../: ~\'I', '--~~ .... 1~~' _...._~ ...._"R.C.P.-CJ!J_ P!!'-8 ------= --~:_,j Cv '... f),' ! ! \ . ./, 'i~v)~ ~/ /j k.,' V "--,, -~ • '\,,,~,\ _\} co jjj 1, 4 f • /1 \_ ' teo.. -----~~ -,~-=±d ~ -'i-"t➔~:;:I 2-' "'•" •' --~-%:::.:-~"'~--: /r-·· -,Lr1r.111-. ~, ..... -....::::-----~ _ ~-' ., -__ ~ __ . ___:...._-r:: ..e:-~ , ,, ' 5 r;': ,' -... .____---==--~-~~:':, 7. -i E --------r-r--T"i;"-T. -----· V' ; / --.. '-\.. '-.._ -_,,/ / • -,,__. , ....... ~>J--,· • ....,_,.__,.._. '-"-A-"-'""" ----..__.-..A.A.Ar --=30""~~- 17 -.-:.~ ._,,._~ ----... ~~-~~-:-::,; T-..c ,-'" 1 ~ ..1 _.., .._ ---....., 'c-----~,,L..cc~...,:;._ -/ ----------=-=-r==-===6""-r--...• -~--,_~ --~~.........__,.cA....__..._..~.,._.------.-~ !A-=--/--:-__ -, - ,.-X:Cf-l ,' J..f-8"W·--\_....=J ~··---,_ -' -• • ~--ea--r:~~--.-~ _, -~ ' ----UI .--· -+-~---::::'1 '-.:" , ·. -.___ ' 45 )_,. I -'-+J , • ___. -T--~-l ~ y-V .><~!If'-.... '..lf-! -/ e -r---fl'. -1------~-_·.:.-=--=----.... -=--·• -~ -------~-,,_ __ .:f,;i;._ ~------T--, 1--+--•!---.------",--==--_-_--r-------------,------+-~------• silflfls_-;rT'\·;8--;"-r [' / I I --, .:::-t#"G---·-:---:::-_--__ ·-'--_ ..... ==--~ /.;... --~'----~---_---.--~ -~-~ ~ •-=-1:::-:----. J -1 --=---=--=------=------~-&, "G 1 --=-----:------::_--:--. _--:-::--_ ~ r') Pli'tJdECT ! ~ I~ .iTA.-{/J+l4.ID3} i 1,1 J~J -='-4h A ------! -f --J (/ 0 .,. "l '<l ~Ii) --. ~ ~ ~ ~ ~ . -,· . -. ~-} --' ,-. -• =~. CITY OF NEWf'OIIT...BEACH=..... ~ -~~ • ---~~::'".'.'~~=-~"1f:-:~-::: STA .. (tJ+2L24),, I I . 00 s, ,, 1~ ,_, "-, 45,1 r/ •c; / '>< ··~ h 46,4 5+00· • 46 4 ••• ,, •• ,, 46,2 '\I I .• 46.2 ::-~----..... . .. -(/)-·---· @_5 r-, • ;:~;:'·}'I}~ ~@s' r."l1 \I 1;11 I I E.C. ~ 5• 1 ~-0 /;;, ."' ~ "' ~ ~ '!h CO\ = ••. •• • -' • ···~ @_L~ r::t' • ClT~ OF IRVl~Ey • ~-r' '-0 / f;f.· 7,-79,_65 --~-~ ~ -- _45 r-l 1 \-,·, 1-Y't / 1/1---Y V-$#1.(7-1-,35.83-_.:! --__ --T f' ·---"'--' ·-- • ~ · ~ • · :.. · ·--'-'--5-F()t,c ·J.::!}...\~ cl_...:::.,_ . .:...!.... " • T -·~~~_:?'. -~ :J(/). -T---t;;Jt---j-~-.T ~ 2i.05' ,. .J. _ _ -~ • .. t· •• • •• -• -·· • • -.1. • ---=====--"""""./ --3:i- ~· ~~::-~" -I >-/,, ' ._::;. __.,= ·G ·~ ;;J2f'.S. ~---:." ~ --~·= . ·-L V.. ""7,\-•.. = " 7 • .... ~ • .a..._ ·-4 ",-.c, '~--c;;C:::::;;.;:;;;;;c;;,,;;; f'.,-_ -~ ~--=Zt#-~ --✓-<i>:-=~-~l -=;__-=_ ~~~-; ~ --/4,~ ' " <£. ....t./*-\ li"''W-::...:~ ... ~-7 r 7 ]~ , .......-~-:-:::::~""'-p-P.~1/F;;;::,,..;,,·:j ~Jb..J=-~~-:::;ry"""2.. .. -t-·h-::12·w-_:_"fk-=. ~~--,,... -~;:c,.....~"W .:..L ~ ~ ✓¼>"'>~~!/ ~I-I~ • ·, ( rm/ • ~!" 'o_~ '?E~~ 1/ L1 --¼ ~ . • ---------~~ 451.~; ~-~R!l1FeA1Mfift.§,~ '-'-/$7/1' ,;,.5~.00 j~z:_ --~8;;7;,,· 1r~ ___ 1,..., 15 ~-f ~" ~ ,r· 7\~"' (1"(0-;;.:J-~~-:=~~~~~--=--=5"~~~-I~~ <>;:._4_•"n",' ;D_·:.v'i, .. :i.39'-s' z,11: ./ t,.·s·"/JU,,---6~_/ /-;j-qff~~~ ~--::) ~N~ ''/'r°,\ , _____ ,,_,,--:;.,..c:,r A \•c/j~,~,t::~-~rmlo / .,, ~\ I ~50_....Y'" / r-r ~----------~----~ ~s:=:,._--cJ'... "', vv,· .a.. . -f'l-11' . /, \ ,. ~~~lf'[.!' -50c-\l -~ --,., \.J-----..:;··--, , , 1: ,'--s, • _--,·,;;, vv. ·1--'· ·"'· n,,;:::'7-j~---,~7,:----7 l,x 'I] ( ·-x4===="=_,,.~,./-. I ~ / i '\__..-.-,--< ~~ _ ~ ___.. ~ -.. _ ~ '-".,., ... ;;,Y'·-c .,4-=i-,,,~--.,.,..""''f?.8·!/ ,' 37' 111 L-jL~i,~ •~,. ~t9 .-,.~/-'-~// .. ·-✓ ' . 11.,t -"""' ,· ,..:.~-<./c"J{C,.t.'_j_~$./J.fe,,1/v ""~' ~~~~-''~, ..... ~ • • :i ~~-~ /'~-.~--==--_.::::---c::L ·--~~-4'',PE-.".t':li,. I 1 35' 111; ,-f; \ ~-Yffe,7'11.-P.B.06' "' ~-/ '~ !1lj•~-1----~~-.G.CtE",--' ( '-l,' ---'-0 463 I >)'-,'\.II 'I ''·I.;/~· •• 2-5"/Jtl.L'S.'C.E,, I ' 121;/ I! 2c.'i ~1' ' f.. ,p_;,'J P/1.·P.B. o.00~ / --II '! 't~ y-~j lc",4.CP.-I.R.W.P. ' \ -·;--. '-'<I\ • /;\, } l '-./ •• *' i ' I, ,, ,1 J~,14.., 1.'...:J·-~:;;.,~~v~,-..... -.""--• ' 1,· .sq Kc.__,"-·C.S,v,."fk-:, • ..,, ,, .;,;;__ .37' ' \ I ; ~4"l7;:,;a_· . . -/ ~ ! i I • '"' , .. ? / I IL---·----./ 5l ',. ,.~ ) 1r--.........,.-,rr~--/4 . ...,_ ,..,_ ,, cl ,,¼A ... n 'I ~ ~ A,.n.r.aw 1,,1 ··-·,.i,I ·,·· • ,.·;., '/" I -------·-./• . , ' /~ .•• ". J ,..,,.,.,! j "-iY.i'f..-& --.,_~S' ·, ., ,!J(C.f' .f'dtir;. VON KARMAN AVE. ef.',.V.C.P.-t.s.o.o.c.------CAMPUS DRIVE i~ ~1--.., ·, . ' " ', :'. :'--, . !, ' HYDRAULIC DATA d = 15" D = 0.5751 n = 0.013 i PIPE CURVE DATA 0 R L T (J) 4tJtJ' 7• 13' 41" Stl.46' /225' 20°1£'00" 4.J/.88' ,Z/8.21' 0 R Ll L T 1236' /t!0 1''4'J" 2ti,S.99' /33.511 1751 28°tJ.J'tltJ" 85.6& I 43, 7/1 T S = 0.00203 Q = I. 27 cfs @ 1237' .5•5~• 42" /28.3-5' ~~-23' @ ,?()()' f{)"/8'48" .3~.tJtJ' 18.05' 1115' 10• S7' 13" 213./tf,' /()tp, ~,-A5 13UII..T 9.k. Cj3 = 0.82 mgd V = 2.29 fps 0 NO. DESCRIPTION APPROVED REVISIONS DATE 0 ® 0 CONSTRUCTION NOTES CONSTRUCT 15" V.C.P. C::ONSTRUCT 60" I.D. MANHOLE CONSTRUCT 72" I.D. MANHOLE OVER EXIST. 30" V.C.P. SEWER PER DETAIL a) PROTECT EXISTING PACIFIC BELL BURIED CABLE; SEE SPECS. ABANDON EXIST. SEWER & MANHOLES, PLUG INLET • ' AND OUTLET AT EACH M.H. WITH CONCREJE. BREAK OPENING IN M.H. BASE TO PREVENT ENTRAPMENT OF WATER. FILL SEWER PIPE WITH 2 SACK SAND CEMENT .. SLURRY. REMOVE UPPER 5' OF STRUCTURE AND FILL REMAINDER WITH SAND. CONST. 15 L.F. 8" V.C.P., 60" MANHOLE AND REMODEL EXIST. 72" MANHOLE PER DETAIL ffi FILL CHANNEL TO WEST WITH CLASS A CONCRETE WHEN NEW DIVERSION SEWER IS PLACED INTO SERVICE. RECONSTRUCT H.L. PER :::D.:.ET.:..:.A..::;IL::..i-(D...:~::.....i COUNTY SANITATION. DISTRICTS OF ORANGE COUNTY, ~ALIFORNIA DISTRICT 0. 7 1601 Quail Street P. 0. Box 3030 Newport Beach, Califomia 114/416-3300 92668-9020 SOUTH AIRPORT DIVERSION SEWER PLAN AND PROFILE STA. -(0 + 21. 74) TO 9 +00. 00 1-10-1 DESIGNED BY 1 1:r~·J SHEET 2 CHECKED BY T:'-~:'":. DATE ENGINEER DATE OF II SHEETS CITY OF IRVINE PROJECT NO. 88-MC-O~.:;a ___ , __ ---' -=-r - -. ---- ---· --'----- --_l' ;--- ---+----t--- t-- --t-- -.. • :, . "'t""' 7: -t ____ , __ _ 9+00 10+00 • (j) 0 0 11+00 I I -;~-..:.:.::;.:; -,=:.....;..--==--"""'""-~- r:_~~':~~"~ -~ ~ = ' ==+= -+--- -----, -----t --- 12+00 47.3 ...::::. ,;:::::_-=-~ ....;;;_ ~ ' ~t---- ~(G''.'<TA,... _,.l2<;,+._,/"l.-,.5 3..,_ I __ ±:.¥ -=.·" "CC+J" 13+00 48.5 ~ --•--=-1·..:-__: ----,------------ --------'--. -+--- ---'-- -l -\ ----,-----: -..:=-i:--:-> ::: -_-.=;.-..: --.-- 14+00 45 == •• ·-· ,-y of 1\WINE. a: -• .._ \ --- "' -~-.:::;_... ---=------- +---- -1-=" =----=r-:-=-= _ _,_ __ . 15+00 --_r_; ___ -=t ___ _ --•----------::-· =-=".f--------==:-----=- ----+- --~ ----~ --------- -::=-.. ---➔---r~ ·---•-·-· ----. ~-- ---------r=----=-=+ ~-.- • -CCL"""'"'" ---. -~--- '=F ,~·-':"" ' -' __ _,__ ... __ ' --➔-------I ..:.:! ---------.---~t~ -------_ ~ =t __:--f=".::-_----i------t ---: -,=.'!c~"~ c.cc;· c" • ..• "j" J"'-';·c:J,:,±: °"1 -, -· ---,____ ~ ---_ _ __.j_____ __ --·-- " ----~----·--""""" . -,E·:J ,_": '"'" . . ' . {·-_: :: ~--~f--<--+- ' ' ' j___j_ __ ~ l ~"'."·-... i--~=·-::;--:;--:--::p,~ ~: : --j --.---=-::-_;____ -' ------------- 'Ji~// ,:t-- ~ 1/ : I \ : \ ' ' ' \ --+---- PLAN SCALE: I"= 40° -,-- HYDRAULIC DATA d = 1511 D = 0. 5751 n = 0.013 S = 0.00203 Q = I . 27 cfs = 0.82 mgd V = 2.29fps <f. PIPE CURVE DATA 0 I? "4-·-' L ® . 34-" II 105 I/ 1225' 730.8!,' r::;\. ·-I ..... o-_, _,, • -__., ,.,z:-' .... ~ / , ~ . © I 2.3° 2. 7 5/" a;.91' 2.0tl T -, 376 .• 6 ,,,._, __ , 4/.531 ASBIJ/1.T AS IBC/11..T ALIGNMENT AtJJIKTMENT DESCRIPTION REVISIONS " C-017714 EllP. et30i89 S.K c.S APPROVED CD ® ® ® ® B '!YI DATE / . -_::j::::-: ,; C" r ---.,_ ___ ➔ --~--"---• ---·-~----- -~---i-- 1 ~-~-;_-·r J . " ' ~· :::·L-::-J=c_ =~"" --------"--t· ----.. --,-- ,----' ; . ~--. ---+--• • ----:: =----=::. ~-=--,_·_:-:~1-.. -.; ____ t"::. . ..'..:.= ----·I •.•• • --t-~ --:---'-----===:-t-------.::::-_ -- • -L __ , __ ----j- -----!-----" ____ ______,___ -~ -+-_, _____ , r·--:- " -· --. -i ~~ "" +-" --i---------;--. ' -------i--. --::r ~+---.r.::.=---...··---,----➔-~- ------i--=---=~.:::r·.:.--=-· -----+ -" -·" -"-"" +-: _. ___ ].~==--t=;..=--=-=r ' __ ·--=;.:..-_, f . -!_-----~~-f.==f=-::..--=-=------=t---t.-:=-=t---:-----:---· ----1-- ---=;:::..=. :·r::::=~- CONSTRUCTION NOTES • CONSTRUCT 15" V.C.P. CONSTRUCT 12" V.C.P. ABANDON EXIST. SEWER & MANHOLES. PLUG INLET AND OUTLET AT EACH M.H. WITH CONCRETE. BREAK OPENING IN M.H. BASE TO PREVENT ENTRAPMENT OF WATER. FILL SEWER PIPE WITH 2 SACK SAND CEMENT SLURRY. REMOVE UPPER 5' OF STRUCTURE AND FILL REMAINDER WITH SAND. CONSTRUCT 60" I.D. MANHOLES AND 38 LF. OF 8" V.C.P. PER DETAIL(I) PROTECT EXISTING S.C.E. DUCTS IN PLACE; SEE SPECS. • 1 ·1 .. ' ' I -"--r--r . . . ·--'"_, __ . COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 7 CJ SC&,ILE ~ EnGtnEERlnG CCRPCRATICn 1601 Oullil Street P.O. B01t 3030 Newpon Beach, Ca/ifomie 714 / 476-3300 S266B-S020 SOUTH AIRPORT DIVERSION SEWER PLAN AND PROFILE DESIGNED BY fv\.T.S. CHECKED BY t". E:'.S. STA. CRAWN BY D.B,!3, DATE 9 +00.00 TO 15 +50.00 ENGINEER R.C.E. 11114 DATE OF 7-10-1 SHEET 3 II SHEETS D-2340 CITY OF IRVINE PRO.'~CT NO" 88-f,1C-048o . ' ---------' i- ---+--·t-·· ----. --· -· . ----1----,:=-=" :::--~ :· ~--... .::_-:_-~.: _i ::-_.;......... --➔ ---,,_ --····. -----------''' ·--- ' ~' ·::::· :-.:·1 ::~ -: -- -----.----i I ------------------.::----------r---- ----- . --+-_ ___.,, ----- --, I ' -~ -------------. - -=---.;___. _:: -~,-~ --_ ·v ----r--- • .==:'." ~------------ -------·-. -•---" ---~------------· --~""""' --+ -----· .. ,. --' ---,. -£:· ·= =:::: -··. :eL:'IAI 'D -~ --...,_ -··--+---·;---.;,-..,,1 n: • . t t __ .J___.._ . . . . . -· , ... •· ---, ------::: - =-...::::c=-----~-----i--------.-__ ,,___..; __ --+--__ ,__ r -4--~- __ __, __ --+ ---;-'----•-...;--------. -------------. ·- -. ~-, =------:-~_:-_;t="_: --= .. ~-~: ~+:_:-:-~ t---·--..... --·-- ------ _, __ ------ ------• ---• --~--===r:.::-.:.: • ·-"I-_-_--" -I t -----------.... ----.......... ___ , ....... ,. -, -----_ -.:~ '=+=--~---=±--=-- ------·" ---N•~eH - --,----,-----t== -:_::- ➔-·----·--• -------- . ------------------~--------:-==..-;:--.::::::;::..---:-::-==---➔ -" -------_,_ --~ -·-.----,---· -·-·-~--- • ' -., ff I '/ I 1/ ~---\ , i' M" .'Cl?~ . ,d '2 ''.4.c;_f?-/.Ir. 12 tf-.C./?-1, , f . ,syc-t45-!n. ,:_;;.~~w;--t,--:1,;;tf f.s'$r!4b11MbtJM '.1 1 I sd-, ',//1:H-J CM/S7i Wt'Tlt'H /Jr s• Kc.I? 1 I ,e;.SE.::.o"E'-'<'"-'-"'-'=--~""--1 £ ex1sr. TBL. VAVLT M-H-. {NotuSl5b) ~ , , / / I I I ...--,-EXPtJSE £XI.ST. 15" P.C.P. AT lf/W. ,PLI/C WIT/I 8" 8/i'ICK I /HtJli'TAR A#/J Flt.I. SEWE,f PIP£ EASTEl?lY JVIT/12 .S-4CK CEMENT .S.4NP .St. llKl?Y. A'El'LACE .SllP IN K/#11. DETAIL AS BUILT. I -f-......__ I 111" r::-+-i/ -n..-,-18" V. C . .P. 'J , I/ CtJN.STl?tlCT TEMP. C.4/?HIER PIPE .St.EE/IE //NP /fEAl/tJJ/E WIIE/1 TRU#K §WEA' IS .PtlT l#TtJ .SERJ/ICE '1 =-==i=>-t===y~.,----,,1 '' ,<:.. ,,, , ' ,, .,,.-,..,, ~~ ~~~ I ¼.==¾--~ '-,, Fill CHANNEL. WITII CLASS A CtJNCli'ETE WIIEN TKI/NK .SEWEI? I.S Pt/T /NTCJ .Sclf///Cc. $IIA/'E .SIP£$ tJF /fEMAING Cl/ANNE!. TtJ .f'tJ,fl.1 SMtlOTII FL.PW SE/i'V/CE, 12"11. C.P. B,(i:,.30 5TA.2ll~ SiA 2€!,J-, 89,0(p CoNrR,,i/' 7-1 ''--.:'/ ' ' ,---: I ' ,':::_,..,_, ' ,,, '-'-'-' ''' I I I I I I I I I CtJNSTl?tlCT ~tJ" I.0. MIi. -:=-ABANDOl£D -SLURRY t./._~I FILLED, See Contr.No. 7-1-18 DETAIL I 1/211 = 1'-0" - s.K./c.s. @ ·@ ® CONSTRUCTION NOTES CONSTRUCT 12" V.C.P. CONSTRUCT 60" I.D. MANHOLE Tl<.-e,:2.99 ABANDON EXIST:'sEWER & MANHOLES. PLUG INLET AND OUTLET AT EACH M.H. WITH CONCRETE. BREAK OPENING IN M.H. BASE TO PREVENT ENTRAPMENT OF WATER. FILL SEWER PIPE WITH 2 SACK SAND CEMENT SLURRY. REMOVE UPPER 5' OF STRUCTURE AND FILL REMAINDER WITH SAND. CONSTRUCT60" 1.D. MANHOLE OVER EXIST. 1B"V.C.P. SEWER PER DETAILED INSTALL36" I.D. JACKED STEEL CASING AND 12' CARRIER V.C.P. WITH GROUT BETWEEN STATIONS 16+00 AND 1B+OO; SEE SPECS. CONSTRUCT B' V.C.P. CONSTRUCT 1B' OF B' V.C.P. AT A CONSTANT SLOPE OF S=0.0040. • CONSTRUCT~.D. MANHOLE OVER EXISTING 6" V.C.P. LATERAL, PLUG 6' V.C.P. TO WEST WHEN 8' V.C.P. IS PUT INTO SERVICE. SEE DETAIL® FOR SIMILAR CONSTRUCTION - <t_ PIPE CURVE DATA OR l T COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 7 a BOfwlLE EnGlnEERlnG CORPORATIOn 1501 Quail Street P. 0. Box 3030 Newport Beach, CalHomia 714 / 476-3300 S2668-S020 SOUTH AIRPORT DIVERSION SEWER PLAN AND PROFILE STA. 15+50.00 TO 20+87.76 1,-!,!,,L..Jl---~A~L.:..:IG.::!.W.:..:'M.!!c'£=:'N:.!..!.T_A~f),!:::~:::C'fl.::.'S':!..!..!.T;l1=£/V:.!..'...T_-ll------l~E.I DESIGNED BY DRAWN 8 Y 1,.!!N£0j. ____ D~E~S~C!!R,!.EI P:!,T!,SI O~N ____ ~A P~P:'._!:R!,SO~VfE .Q_D ~DA~T!_EJ-::::· ::r::·':5-:·:t:=:o::·::"S!.:. • .a!i3!,!::... 7 -{_ \_,__~ ~ . s~ 10( I 7 /&; SHEET 4 E o CHECKED BY DATE R v1s1 NS -.,,e;,5 , ENGINEER R.c.E. 11114 □ATE OF _I I SHEETS D-2340 CITY OF IRVINE PROJECT NO. 88-MC-0438 82779 ,E#/'ER 5k'Al'T ~PElll/41~ tJJ/ER PIPE .P/7WA/.J"TRE.4M 5IPE tJR ,;J.f //l/)IC.4rEP (),V Pll?/.IS. ,· • &0/1 48'/.0. Ml-/. $.FE LJEJ;q;J... TOP OF l'WY£MENT OR El(IST 6';',<lOE-) . .• . MAX. 0~ -~--~ ·,. 3-3" Ca.J.4/l JECT!Otl.S . :; I ' ' D PLAN C ' PRECR.sT Mh'. J'TR!916HT JIN ECCENTRIC aNf , ' rn-~, I I ,.,--z ,, ,., c. ,::,//MT. '<I!~ /' ' . µ --w• • • .'-, ·-J•e • .. ... •;.,;, ? • ., ---•I. ,, ~:.: . ' STVB(TYP.) . . . -•; r . :,..,.,.-._f'h -- ACT.ES: . I. --C'OAC a,.u,9,q..,-ro BE av~ ,V#, :s ,W J'Wl,/S) ,9:;Et9,S. './ .., - Z. MH 'S 7" BG ,';W-""£0 TO 61Vt90I .4ND CONc. CGIU.RA'S AXIA'.E.0 19.cTER ,lo/M9i.. SURMCE C0.4,q.s£ IS l"LIKEC. -., .,,,.,. -_ .... ,. • • TYPICAL CONCRETE COLLAR 2·.? • ...OAVT l'1T BOTN /N,LET$ RAO OLIT,LETS (TY.P k'CP. ( .D.I.P.) FOR 60".rLJ. AVD 7~'lLJ. MH SEE NT,/1?/L POL.YURE7HAAIE' LINI/JC P'cR SECTION' 47 (JF r,qe .STP. SP.~~ 0 . .. --~ ,';'LL.ET ,W UNA191/ELJ J9,.l;El1S SEE C.:WC COLLI?// NTA/i.. /'✓,, 6ROUT .&!'TH'UN 4EJ/EL ../OIN~ ~TEI.' 77GNT ..,OINTS, SE: ..IONr CET-4'"-S I .i I > • • - 2 C IBI CONE DETAIL " • • ~ V -6'"' ~ ..1:if6.:" ~J.. ",., • •· .• ' .. .. J, !111 I , ~ .... J_ • '" '·r -~ ---, !'-. . ' ' ' . ' > r ·. , - 1t,¼ z~ ti. , • 'I' • Ir." • . r-v.....----------+~--7-?" &-aWT .iETM'E.N ..tl'M"'S 48 11 1.D. MH ' • • • 1--. 8" ~ ' • ll ,,,,' !:t z~ ,z, ~ ~ • • ' .. '::L '--. ''w· -.-·r ' ' ' • . -, ~ !.; > 60" I.D. MH. ~-¢#OLE (TYP.) JRE~tJ .J3/~" PLAN • SECTION STANDARD MANHOLE FRAME AND COVER DETAIL N. TS Jz'· CEMENi MORi~A' /"'/NISH ro BE FLUSH WliH SOCKET OR ENC Or BELL. -- ~-BR/Cl< JY/1,LJ., I·!"¢ #Oi.E ifTTEIIS .! • /.1/t;i-i-._ ¼, ll Nat.~ (n'P.) J ~EQ'D PLAN I ·• J.g· ,l-1 s¢kitk0 ~~itZZg;~ ~ _J.,1 .16'" ~-o SECTION ® STANDARD MANHOLE FRAME AND COVER .M" sze, E 8 MJ,,:;1rz A:1.VNDA'Y Ata,EJ.. M?. M-/2S/ ,IKJIJIFIEt! AS !?BOYE, OR APIWOYSJ Et;WRL. #IN. .&Ri9ME IYT.: 400 i.8S., MIN COi/EA' l1"T : .J75 L.85. DETAIL 2 N. TS. EB- ,8(U T #0,L,E (TY_,l?,,I fi''xi'",1.0,ve .17'Jlfl/Ni.&SS STEEL. PLAN Cl'lP SCREW; ,:f()" __,/ _J.,rj .?ti"' i.:f•II SECTION ED BOLTED MANHOLE FRAME AND COVER .M"S/ZE: ,e 8 AIKJ/1/TZ A::'UNORY ~L. AC ,iZSl-8 M'OLJ.,..,-/E.O ~ ,4!/0YE, aq 19,,::PROv'ED EQU/1,I.. M'IN ,&)i'~E H'T.: JOO J.45 , . .WN CO//ER wr.: 37.S ,L.iS DETAIL 3 N. TS . • STANDARD MANHOLE NOTES -------- I. THE INTERIOR 5LJRFAc£5 OF MANI/OLES OELIIVEATED BV THe HEAVY sot.JO LINE ON THE ELEV/IT/ON view SHALL BE L/tf/£0 WITH Pl/.C L//.lt:R, PE'fi?. C'.5.0. STO. Pt.AN 5-25-1 IA.I SPECS. : •• , 'o'". • ' ,J> .• .. : ~. r BRICK PLUG 2. $7"/!ITIONS OF MRNhOL.ES SHOWN a,v AANS i9P.P.LY .47" CENTGA'.L,WE 0,# HRN""°"-E i.lNUS.5 Oi"HERW/SE ACi"E.::! EI..EVl'1770NS 19RE $/,/011/N RT M.4NI-/Oi..E CEN7".ER .4/V,O RE.'ER ro ii-IE PROl.0,VGE,O /NY$Rr tJ'R.4.0E ,/./NE J./NI....ESS OTHERWISE #07"'£,0, II D 72 · I. . MH. DETAIL NT S. 4 - 3. SIZES .'0.'T ,0, .0/. h'ND .OZ /!IRE $hOWN ON PLRN ,.;l;v,o PRO,&IU ~H£ETS. FILL FILJ..,:TS • • · · 8 • . . (S,:E NOr.: ON PiAW 480~/, ,g. · THE CROM! ELEJ@T70N OF STUB TO Mh'TCH CROW,V ·OF TRUNK .LINE SHAFT JOINT DETAILS .4. 5 r· ; /'~(7,P,£ +------- ' .. ... .. 0 • :4'', ELEVATION IM1'.CE · /H9,Li, J"~T CavE ,0/19#.E?i:R 7h",a'M.1'S OP&M'/\6 /,',f,f$','T ,LJ,,/9-4ETER 19 B C H 48" 6" z,4• z' • a· 60. 8~ .¾H .?' -8" 7Z" 7" ;6-4' -()" 84" 8" 30 d St:E • tVOTE 7 ' . . / ,.·,. , , . . . • ' . I ~ ~ I "' ~ I ~ ~ I ij I /,'/ ,, . ... , ' .,_. • ' I " ' ( P.11.C. LINER TURN 7Zµ, 60' OR 48" • /,FOR R.CP (TYi?) • -. i ~ V OETAIL ® . ... -• /~ ~ ~ . ' ·, ' .... ', 1 ~ . ' ~ I ~ ' ~ I ' . ~ I ~ ' ' ~ BACI< -' . . ' . . • ' SECTION® ,? "o !IECHOOIJ B()q,11"5; MIN #£/6h7 AT .1'1-i.Ei.F LEVEi. --i-- CUT F/8.El'f&l"l55 FII.Ui TO M,Jl;iC# ,eorro,w OF Clr'fM/NEJ.. BULKHEAD SLOT DETAIL CD Ill. T S cG. .P.11£C.4ST MRNht:'I.E COM.PONBNi"S .SH/111..i. BE 1'#1/VI..IF,9C'Ti./RED WITH .SLl.&FICIENT STEEi. HOOP ~EIN~ORCEM.£/Vi ro PR.EVEN, ,&R.4CTI...IRE5 ,L.?1../RING · CL/RING 19ND H/flNDL.lNG. STEEi. S#l"II.I. H4VE ,q MINIMI..IM COYER 0~ ,2 ~,r ". 7. rOR B4 "ID. OAILY US£ 36'" 1.0. KIOO"OO. X 12" THIC'K EC'C'EAITRIC' FLAT TOP IN' l/£U OFC'tJ/JE. 8. WATERTIOIIT t./0/tl./TS SHALL Be MADE BY APPLVIA.16' SUFFIC'/EJ.IT MORTAR AC'ROSS ENTIRE RIC'£ Or JOI/Jr ~ THAT WNell PREC'AST (/lllT6 ARe PLAC'€t? ON mP OF 0,l/e A,</OTHcR TH£ MORTAR WILL SOUE£ZE: ()(.IT 80TH TH£ /,VS/PE'~ OVTSIO£ W.4LL FAC't:S. r/01/./7"5 TCJ PG 11,&f)/A/rco UP" AFref? SETTINO PRE:C'A5T UNIT.5 EKC'LVDIN(J Cl<'ACJ!i RINGS. • -HOl?/Z. ~ VERi. FIBERGl.ASS GU/OE l"'RA/1./E (!<'EWES eNCIAIEERINC CO .. PO.BOX-510:J SANTA A,</4, C'A., PHcJA/E lltJ. =M,3-5497 . COAICRE re 47<T FORMS, 2941-4 rJ/?4 e£ LN;, COS,4 M,rS,4, CA.1 PIIPN£ /Vd. 557-1476, 0/t APPROt/cP ,EtU,<AL • ·1R1M Gll/P£,_ AS Re0f.l/REP, -roJ:JE FL.U5N IV/TH CN4NJ.J/;t. IUAt.l... COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 7 ·aBDLJ/e EnaJneertna Car,:,arat/C1n 1501 Quail Street P. 0. Box 3030 . l Newport Beach, California 714 I 4 7,;.3300 92663 SOUTH AIRPORT DIVERSION SEWER STANDARD MANHOLE DETAILS 7-10-1 DESIGN D BY t--1110-.-t-----D-E_S_CR_I_PT_I_O_N ____ +A-P_P_R_O_V_E D-+-D_A_T-ilE A. · ENGINEER RC E. 17714 CATE OF 11 S~EETS CITY OF ll~VINE PROJECT NO. 88-MC-C48R l 6•MtN. 8"NAX. UPPER LIMIT Or PIPE ZONE ~ N MAK. CRVSll-!"P ROCK - W• MAX. ALLOWA81.£ TRENCH WIDTH. as.+t6*MAX. as. +1z• MIN. OVERSELL . } FIRM UNEXCAVATED BANK -6"MIN. 8"M,4X. ::: t:! PIPE 5USORADE ~ -...:....:..:--=-....;;.::=:...::....;;=---+.,-y--~~--... _""':-..L.._--=~1--""'T"' 12." PIPE FOUNDATION l1ii 1,/AX. UPPER LIMIT 'FPIPE Zi ClA5S ,i"Ca<IC. ' w {MAX. ALLOWASI.E TRENCH WIDTII) OVERSELL i--. ~/RM UNEXC'AV,A7'IO &4NK ' '.· •;t11,··1--#~ 811/f_<?, '2 1o.e,, ill ·,: •. ti •• '.: ., . ·-'--~- ----~· {;~:-::~: :. •· ., ' , ;~ : ::;;;j:: ( ----+---'P,--''1,"-'P;:;..'E....;5;..::U.-='6...:.Q.-":q,4--'D,;..::'E'-, -.• -. · · ·,., •··· • .. •• • PIP£ FOUNDATION CtJAISTRI/CT 7.!" J.P. MAN/ltlLE tJJ/EI? EXIST. .3tl" II. t'..P. .SEWER PER.SIIT. 5 BRICK PLUG PER P£71lll. EXIST. /NY. EL= i!IJ.-¢1:t. G---:. -l!~EXIST. .fit)" 11.C.P. I l....: --t-i--L1 r i - HEMtJYc eX/ST. .gp"KC.P. WIT/I/Al M.H. BASE EE/;IN PRtltlECT .STA. -(tJ,.2/,24) C(JN.ST. 15" V.C.P. 7° 14' tJtJ" ,~~~ ----- R•9' INK EL. 29.4-4, Sl/1. /tJ+87.CltJ ANO (.5711. l.3+83.4/) CONST. ~O" I.IJ. M.H. 15" 11.C.I? ----- STA. /tJ+87.00-CtJNST. 2tJ L.F. tJF 8° Y.C.P. /Alk'ct'S 31. !J.5 '.12. S9) A7 .S=tJ.OC.5 :! ---=::::--~=::;:if-fJiJ''t__.:~ .SVl.(/3+83. 4/) CtltV.ST. /NI( Et. !s • 1 31. 9~ r '.32.~oJ ---;s"KC.f! ------- • (.STAT/tJN -tJ+,2/ itJ .STAT/tlN 2-t-OtJ tlNLV) £%/ST. I ---,;,--I Ctl/lSTKIICT TEMP. CIIRRIEI? P/1'£' .St.€EJ/t Pl/RING CtlAIST/f'I/CTltJN tJF IIEff J,!"LF. OF 8" KC.I? AT CtlNSTANT .St.OPE --.STA. /tJ+8'7.tJO-l2.0± .STA. (/.3 + 8.3. ,;r1} V.C.P. -TYPE . II BEDDING DETAILS N.T.S. __.----::7--~ROIIT CONNECTION HOLES SPACED •' ON CENTE!l STEEl. CAS/Nti, SEE Pl.AN AN~ PII0F/l.l FOIi .JIZE AND THICKNESS---.. IACKFILL WITH J.~AN li/lOIIT (/:,I MIX)-----: CAIIRIER PIPE------ META£ SKI/JS SET SQ __ .,., INVE/IT 0~ SEWEii CA/1/lll/f PIN IS TD GIIAtJE. SEE S/IICS. DETAIL I" STANDARD STEEL PIPE HALF CCt/PI./NG ·(l"C-'ST IRON PLUG GROUT COUPLING DETAIL 2 . N. tS. - N. T.S. 5TEEl. IN EACH ROW AND STAIGEIIED 4' SO AS TO occv~ ON ALTEl(NATE SIDES OF CIIOWN. -• . 6/IOllT COll/lL/NG, DETAIi, ® ~/lovr CDNNECT/()N/-10.LES MACED ZO' ON CENTER IN EACH ROW AND STA~IIIED 10' SO AS TO OCC-U/1 ON Al TERNATI SIDES. GROllT COVPLIN,, l)ETAIL (I) - V. C.P.-TYPE W: /Al//. Et. .;a / j i _ ! ! .zo. 'HJ -_/ lL ',I EXI.S[ .3OV.C.F.' , _ __..._ -- M./1. 84SE DETAIL '3 1/211 = 1° ~ :::\!IJ --~--.. -·----I I i "I \>i I ' .. i ,Al Pf? 'X . .S, 'R) '/IC f: ' ~Vi I' "I~ i r ~; ' ·-l i-----' ··--i I ' \ 1-----I ~ I j ' -r f lq:i ' ; ; I--r--r-,_ i ' ,, i=-A ,-i ; ·-' -· . ·-I . --' -+---· ! r,. ! • j ' i i I -K ··~· ··--i ' 'Ii ~ ; ~~ ---· -! ~ "l j l "" ' --6r-............ ;~ ; i ! ; V ' ' ' ; ! ; -' ' ! ' ' ' ; i i ····--__ ,. -... ' ! I >!· +-: ~ ; --· r--· l ' I l "! " ---' i i -3-5---·--., ! ' " --! -.0,0< 2 /+! 1 l3'! V. c.~ ' .. ··-.. ' ···-_., ... ' I I !. • ! ! "'T"""-' . --~ ; ' I I J_ ' _j__l_ / ' ~--; : $;r.1. -;,~;;);~ 'L; ~~A ~ft,~--· --~ -,. I '. I I r !:A .. " ... $19. If,? I ' ' ; $, : ' . __ ,-;-i, -< :1S '.if. ~ •• •• . • • :{' Ai ,;H. . ; ith '/?, /S If'' flW,E/?._; ., WJ_ E,, &.l. /)/ E. . ,. "..,.'/' .. i". ft ,-3 ~';~ .; ~,.·~ 8-~ J~ , •••••• ~ i ·-.. i ! i 1 j Wl"fil__ ...... _ ... ' MACARTHUR BLVD LATERAL PROFILE ,,___'l.5°(TYP. --t+--~-TIIRIJ//1:HO/IT} TEE: MATCH H.t. . .SIZE 2. MAXIMVM PEFiECTltJN: • . . • A. SANOc'O RUl38ER COt/Pi.lNG-4° 0 S. MEC!IAN/Clll. Ct:JMPRE.SSION-2½ sm. 119 + oa. tJ8 Vtll,/ KAR/HAN TA'I/NK .SEHIER-CtltVTKACT 7-B EXIST. INK Et.. 28.3?± • 8ETWEEN EXIST. SEWtf'R I / AT JtJ/IVT ANO NEW M.H. .----..., STA. ltl+87-tJ,,O-l?E.Mt7VE. · EXIST. 48 M.H. /#Ct.llP/N6 .BA.SE . .STA {!$+83. 4/)·li'EM(JJ/E INTERFERIN/; Ptll?TIIJNS tJF /5" J( C.P. ANO CONNECTltJN / ✓--·, -1 " // -I "-. /-,,--i ....... ,, . II/ 1 / \\~ I '_I I ~,-ti' ,-lr·-=:f.:,---I -- \ I I l r , _j)____c.·-+-1-t-'~ I l \ \ ,' __ rl+_-:b) \I;:, I:'""\'"--/ --r--, I/ / I I ' \"' I I / I; " ,,..,. _ _,,__,,,., / / ' r.-t--u--/ / ,, -Jr-:--ll-- I I I I TYPE 't" JtJINT , . DETAIL 4 DETAIL 5 112" = J'-o" OEFL. UNKNtJWN /NJ( Et.:S. .3/! . .5.!J t (.33.17) li'EMtJVE EXIST. 8" V.C.P. WITHIN M./1. B.4SE. CtJAIST,fl/CT Tt'A1P. CfiKRIER ?I.PE .St.EE//E ANO RE.MtJVE W#EN CONA/£CTI#~ .SEWER IS PtlT INTtl .SE/?V/Cc. COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 7 ----¼" CRUSIIEOHOCK I' ALIJNo MAIN ON EACH ~/OE At.I. .,,,/i'tJUNO TEE t.ATERAt. AS BUILT a BCJYLE EnGtnEERlnG CCJRPCJRt=ITICJn 1ti01 Ou11il Street P. 0. Box. 3030 Newport Be11ch, C11/ifomi11 71_4 L 47~3oo 92668-9020 HOUSE .• LATERAL RECONSTRUCTION DETAIL. N. T. s . SOUTH AIRPORT DIVERSION SEWER l BEDDING 8 MANHOLE BASE DETAILS 7•10-1 SHEET 6 OF 11 SHEETS C!n' OF IRVINE PROJECT NO. 88-MC-04a8 ,-·1 j l l y • • .. I I III D.Y. ,2·w 8"W 4"W ( j) ) , LEGEND HIGH LE'-t:L (F'LAGTREE) WARNING DE"1CE SIGN CONE OR DEUNEATOR@ 25' 0/C DIRECTION Of TRAfflC BARRICADE (T'l'PE Ill) Fl.ASHING ARROW SIGN DOUBLE '!'EU.OW DIVIDING LINE . 12"WHllE STOP BAR OR CROSS WAU< ll"WHITE TIJRN LANE 4"WH11E. TIJRN ARROW PA'-t:MENT MARKING INDICATES EXISTING STRIPING AND/.QR SIGNING ---• K..ftAIL X-X-X PEDESTRIAN RAILING, F[NCE OR BARRIER -------CITY BOUNDAR .. .. STAGE Ill WORK TO BE PERFORMED IN THIS AREA- TRANSITIONS TO BE SIMILAR TO STAGE I[ WORK AREA. NOTE• PUT SIGNAL ON RED FLASH &. ltlSTALL TEMPORARY 4~WAY. STOP QlJ'RING_<;JAGES I,II,S. ·m 550' 1100' TRANSITIONS STAGE ill WORK TO BE PERFORMED IN THIS AREA. TRANSITIONS TO BE SIMILAR TO STAGE lI WORK AREA. VON-KARMAN AVE.·· SEE SHT. 8 ORIL ANO INSTALL 1/4" MACHINE BOLTS '•1'™ NUTS ANO CUT WASHERS c5( •e·x, e") . TYPICAL' SIGN ATTACHMENT TO, TYPE lII BARRICADE PIPE LINE STAGE I • (WEEKEND WORK ONLY) 1"= 40' 1650' TRANSITION 550· 550' (4"'W) ·r==-----= ~-------------,(D.Y.)?---=-------------- (4" W) • l VON-KARMAN AVE. 1650' TRANSITION 550' 550' (4'.'~) -ees1t"""0 ~-w a=:::::. 550' 1. 2. 3. 4. ~y ~C20(LT.) 550" 1100' TRANSITION GENERAL NOTES THIS MINIMUM TRAFFIC CONTROL PLAN IS FOR BIDDING PURPOSES AND IS INTENDED TO SERVE AS A GUIDELINE ONLY. THE CONTRACTOR MAY ADOPT THIS TRAFFIC CONTROL PLAN OR SUBMIT AN ALTERNATE PLAN PREPARED, SIGNED, AND SEALED BY A CALIFORNIA LICENSED TRAFFIC ENGINEER TO O.C. E. M.A., THE CITY OF IRVINE AND· THE CITY OF NEWPORT BEACH FOR APPROVAL. ALL CONSTRUCTION WORK SHOWN ON THESE PLANS, INCLUDING RESTORATION OF ALL EXISTING FACILITIES, TRAFFIC SIGNAL EQUIPMENT, AND DETECTION LOOPS SHALL BE IN CONFORMANCE WITH THE CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS DATED JANUARY 1988. DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH,. ERECT, AND MAINTAIN SIGNING, STRIPING, BARRICADES, TEMPORARY SIGNALS, AND OTHER SAFETY MEASURES AS DIRECTED BY THE RESPECTIVE CITY ENGINEER. ALL EXISTING SIGNING NOT IN CONFORMANCE WITH THE DETOUR PLANS SHALL BE COVERED F,OR THE DURATION OF THE DETOUR. ALL EXISTING STOP SIGNS SHALL BE RELOCATED AS REQUIRED TO PROVIDE VISIBILITY FROM ALL RELOCATED TRAFFIC LANES. 5. 6. 7. 8. 9. ALL EXISTING FACILITIES, INCLUDING SIGNING, STRIPING, SIGNS, MARKINGS, AND MARKERS SHALL BE RESTORED TO THE ORIGINAL CONDITION AND/OR LOCATION AT THE END OF THE CONSTRUCTION PERIOD. AT CONSTRUCTION AREAS WHERE AN OPEN TRENCH EXISTS AND/OR WHERE TRAFFIC DETOUR WILL BE IN EXISTENCE DURING NIGHT HOURS, DELINEATORS SHALL BE REPLACED WITH BARRICADES OR K-RAIL (CALTRANS STANDARD PLAN B11-30). BARRICADES MUST BE EQUIPPED WITH LIGHTING DEVICES. EDGE OF OPEN TRENCH SHALL BE A MINIMUM OF 5 FT. FROM THE NEAREST TRAFFIC LANE. ALL TEMPORARY FACILITIES CONSTRUCTED FOR THE PURPOSES OF THIS DETOUR SHALL BE REMOVED AT THE COMPLETION OF CONSTRUCTION PERIOD. CONSTRUCTION TRAFFIC CONTROL SHALL CONFORM TO THE CALTRANS MANUAL OF TRAFFIC CONTROLS (1985) AND THESE PLANS. . • . , ALL STRIPING, MARKINGS, SIGNING, BARRICADES, AND MARKERS SHALL BE INSTALLED PER CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS (JANUARY 1988), SHEETS A20-A, A20-B, A20-C, A24-A, A24-B, A24-C, A24-D, A73, A74-A, S41-3, S42-15, AND S44-7, AND AS DIRECTED BY THE RESPECTIVE CITY ENGINEER. SEE SHt 8 STAGE Il. (WEEKEND WORK ONLY) 1"= 40' 10, ALL ADVANCE WARNING SIGNS FOR DETOUR SHALL BE 48" X 48" MINIMUM OR LARGER UNLESS OTHERWISE SPECIFIED. 11. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE REFLECTORIZED AND BE EQUIPPED WITH FLAGS. 12, THE LOCATIONS OF ALL SIGNS SHOWN ARE ONLY APPROXIMATE AND THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE RESPECTIVE CITY ENGINEER. • 13. ADDITIONAL SIGNING MAY BE NECESSARY AS DETERMINED BY THE RESPECTIVE CITY ENGINEER IN THE FIELD. 14. THE CONTRACTOR SHALL PROVIDE SAFE AND CONTINUOUS PASSAGE OF LOCAL PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES. PRIOR TO RESTRICTING NORMAL ACCESS TO PROPERTIES ADJOINING THE CONSTRUCTION AREA, THE CONTRACTOR SHALL NOTIFY (AT LEAST ONE WEEK IN ADVANCE) EACH PROPERTY OWNER OR RESPONSIBLE PERSON OF THE TIME, NATURE, AND DURATION OF THE RESTRICTION. 15 16. 17. y+,-c21 Y◄-i...c1a (4"W) +a- 1,-a-~=~---== = .. == == 1--------y(D;!).<':r..,_____ ---------- Cl3--- THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF BUS ROUTES AND BUS STOPS WITH THE ORANGE COUNTY TRANSIT DISTRICT STAFF THREE WEEKS IN ADVANCE OF CONSTRUCTION ACTIVITY AFFECTING BUS STOPS. (DAN GATES, 11222 ACACIA PARKWAY, GARDEN GROVE, CALIFORNIA 92642) WORK WITHIN THE CAMPUS/VON KARMAN AND CAMPUS/MARTIN "INTERSECTIONS SHALL BE PERFORMED DURING THE WEEKEND ONLY. CONTRACTOR SHALL REQUEST TRAFFIC SIGNAL TIMING MODIFICATIONS AT ALL SIGNALIZED INTERSECTIONS FROM THE CITY OF IRVINE A MINIMUM OF 48 HOURS PRIOR TO PROCEEDING WITH WORK AFFECTING TRAFFIC SIGNAL DETECTION AT THE INTERSECTION. CONTACT: BOB HAYNES PHONE: 1714) 660-3692 ~IESS 1--tl J. ~ -I~ • No. 399 \~ ..,C [Jp. 6-30·89 \.J>,,\? A Fri\:, ~OFC~ COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 7 a BO'rlL.E • EnGlnEERlnG CORPORAT#On 1601 Quail Street P.O. Box 3030 Newport Beach, Ca/ifomia 714 I 476-3300 92668-9020 SOUTH AIRPORT DIVERSION SEWER TRAFFIC CONTROL PLAN CAMPUS DRIVE AT VON KARMAN DESIGNED BY DRAWN BY SHEET 7 i-,;.;N..:0.;.i. ____ ..:D..:E.::.S.:.;C Rc:.;l.:..PT.:..1..:0.:..:.N ____ ...i.;;A~P.:..P.:..:.R 0:;;_V;,.;E~D;..i..;D;;;;A.:..:.T.;;;.aE R. G. y: R. G • y • REVISIONS CHECKED BY DATE T.Z. DATE OF ·II SHEETS CITY OF IR\1NE PROJECT NO. 88-MC-048'3 ,, 600' .. .. 600' ~y jl-Y C20 { LT.) 600' 600' (4"W) .. .. ~· C30-~f (~_W) .. -1-Y ►Y Cl8 c20/ (LT.) 600' y • • .. I [II LEGEND HIGH LEVEL (FLAGTREE) WARNING DE'v1C£ SIGN CONE OR DELINEATOR@ 25' O/C DIRECTION Of TRAFFIC BARRICADE (TYPE Ill) FLASHING ARROW SIGN ( TRANSITIONS D.Y. 12·w a·w 4•w rfJ' ) DOUBLE YELLOW DIVIDING LINE . 12•WH1TE STOP BAR OR CROSS WAU< 8"'M-i11£ TIJRN LANE ••WHITE l\JRN ARROW PAVEMENT MARKING INDICATES EXISTING STRIPING AND/OR SIGNING K-RAIL X-X-X PEDESTRIAN RAILING, FENCE OR SARRIEJII ---CITY BOUNDARY CAMPUS DRIVE NOTE, PUT SIGNAL ON RED FLASH 6 INSTALL TEMPORARY 4-WAY CAMPUS DRIVE SEE SHT. 7 CAMPUS DRIVE STOP DURING STAGES I , 1I, 8< Ill , 300' 600' 600 Cl8} Y◄/ Cl3-- STAGE I (WEEKEND. WORK. ONLY) 1"= 40·. 600' 60 o· 500' r-----~ -_ -_-_-------------~------'~'---~~:'...'..'_~'__ ___________ _:_ ______ _j f----,..----=~_J/~.!----=-----4~----i ... (4"W) C\8 -.-.-.. ,.,.. ~~ ---~ == ~~,===""'L~ (D.Y.);, __ .. (4"W) ----.. STAGE Il •.• (WEEKEND WORK ONLY) 1'~ 40' -. 600 ' OPOSED ,,.,. ______ ...,...,._., c1e----,. • •e30' i,, • STAGE m 1''.,, 4o' (WEEKEND WORK WITHIN INTERSECTION) (WORK OUTSDE INTERSECTION MAY BE DONE DURING OFF PEAK WEEKDAY HOURS) No. 2165 bp. 9·30-8 ~lr C!V\l ✓_Q[I_r- C21 "" ,- Cl8 i~ "" J. So , ,,. '1'. No. 399 ' COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 7 a BDVL.E EnGlnEERlnG CDRPDRATICJn 1601 Quail Streat P. 0. BOJC 3030 Newport Bear:h, Califomi• 714 I 476-3300 92668-9020 SOUTH AIRPORT DIVERSION SEWER TRAFFIC CONTROL PLAN VON KARMAN AVEN E AT CAMPUS DR. J----f---------------1------1----1 DESIGNED BY DRAWN BY NO. DESCRIPTION APPROVED DATE R.G.Y. R.G.Y. SHEET 8 REVISIONS CHECKED BY DATE T,Z. DATE OF . II SHEETS ~ CITY OF IRVINE PROJECT NO. 88-MC-0488 • .j )~ ' • • • NOTE: STAGE N', "'.if., a 'ID: PLACE BARRICADES ADJACENT TO NO. I WEST BOUND LANE ON CAMPUS DRIVE. NO. I LANE TO CARRY ALL WEST BOUND TRAFFIC. EAST BOUND TRAFFIC TO REMAIN IN ITS NORMAL PATTERN. -. ~: .. ·_. -':.; -~-- 49 • ,I. .. :r.d. • ' ,, ,:_i,"]c;',.,~ NOTE: TRANSITION CAMPUS DR. TRAFFIC PER STAGE YO: ON SHT.·10 DURING STAGES IY,Y AND YI. . . DWY. STAGE ·nz: I" = 401 .~~~~~iii ' '-¾,;\ :;J_;-;_, RAIL • STAGE Jl I" = 40' 0 245' TRANSITION ____ _:..:.~1&~0~•-=-1:-------~r--:=,---------------~---------<T~;:-- -Cl8 · y • • ➔ I [II O.Y. 12·w 8"W 4"W cl) ( ' ) LEGEND HIGH LE~L (f'LAGTREE) WARNING DEVICE SIGN CONE OR DEUNEATOR ~ 25' 0/C DIRECTION Of lRAFFlC BARRICADE (TYPE Ill) FLASHING ARROW SIGN DOUBLE YELLOW DIVIDING LINE . I 2"v.tilTE STOP BAR OR CROSS WALK S"'o\1--IITE nJRN LANE 4"Ylt-!ITE TURN ARROW PAVEMENT MARKING INDICATES EXISTING STRIPING AND/-OR SIGNING K.-.RAIL X-X-X PEDESTRIAN RAILING, FENCE OR BARRIEII. --------CITY BOUNDARY C 18 __.....__. DWY. • f~IJG1t d> -• .• -. ~ ·, ;;,, J ,-. _,-Q;,' .:' -,..- STAGE-Yr I" = 40' COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 7 BOYLE ~ EnGtnEERtnG CORPORATtan t 601 Quail Street P.O. Box 3030 Newport Beach, Ca/Homia 714 / 476-3300 92668-9020 SOUTH AIRPORT DIVERSION SEWER TRAFFIC CONTROL. PLAN MARTIN AVENUE DESIGNED BY DRAWN BY SHEET 1----1-----0-E_S_CR-I-PT_I_O_N ____ -+-A-P_P_R_OV_E_D-+-D:-A--T-tE .,..C.R"-'.G~.Y.;.;'_---+_R.-"'G~-Y-'-. ---1 , .:.:N..:.O.:.,, ____ ....:...;;;..;;..;......;.........;. ______ .,...-..,......___.._ __ ___.~--. r CHECKED BY DATE REVISIONS T.z. DATE 9 OF 11 SHEETS CITY OF IRVINE PROJECT NO. 88-MC-0488 ' . - ~ • • • ' SINGLE LEFT TURN LANE AHEAD Q JACKING PIT ~\.." 'I v,.'U~ ~~i ~-~ t-...C c, ,r ""' ..l PROPOSED PIPE LINE STAGE VIII NON-PEAK_ TRAFFIC OPERATION • ( SEE NOTE BELOW FOR PEAK TRAFFIC OPERATIO_N l 1 ·= 40' MARTIN AVE. SHT9 ,,_, ---,. ... ', ,', .,. %- 30• -.__ ·~~OF iRVfNE --• _- ' • --·--. ,-, ; ECE IVING PIT-,,,- ;Cl EW~C>R!,!!~l;t:'- ~~--~l:r,._.-,."·•-·"·: ·w . -i~ ,.,.. C, ' ~:f'.~~ ~; \ ' ~ t ' t) II- NOTE: PEAK TRAFFIC OPERATION TWO WESTBOUND THRU LANES ADJACENT TO THE JACKING AND REC I VI NG PITS - 'MUST BE OPERATIONAL ON CAMPUS DRIVE DURING PEAK TRAFFIC HOURS. THE RIGHT-TURN LANE FROM WESTBOUND CAMPUS TO NORTHBOUND MACARTHUR MAY BE BLOCKED FOR THE DURATION OF THE JACKING OPERATION. SEE STAGING OF CONSTRUCTION WITH IN INTERECTION ON SHT 9 STAGE YII TYPICAL NON-INTERSECTION . -• ' WORK ZONE ON _CAMPUS DR. _ • NON-PEAK TRAFFIC OPERATION ( SEE NOTE BELOW FOR PEAK TRAFFIC OPERATION ) 1 ·= 40' PROPOSED PIPELINE • WORK .ZONE ~ v ' 0 ~rESSio • /ft isl_\\\' .J. s ~ . ' No. 399 Exp 6-30-89 11?4Ff\" '/for ';~1: y • • ➔ I I !!I D.Y. 12·w a·w 4"W LEGEND HIGH LEVEL (FLAGTREE) WARNING DE'-1a: SIGN CONE OR DEUNEATOR G) 25' 0/C - DIRECTION Of TRAFF1C BARRICADE (T'l'PE Ill) FLASHING ARROW SIGN DOUBLE 'f£LLOW DIVIDING LINE . 12"'MilTE STOP BAR OR CROSS WALK 8"WHITE TURN LANE 4"MilTE ruRN ARROW PAVEMENT MARKING ) INDICATES EXISTING STRIPING AND/-OR SIGNING K-RAIL X-X-X PEDESTRIAN RAJUNG, FENCE OR BARRI~ ---••• ---CITY BOUNDARY COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 7 ,. BOYLE --~ EnGtnEERtnG CORPORATtan f 50 f a,,,,;, Street P.Q BoIC3030 Newport Beach, California 114 I 476-3300 S2658-S020 SOUTH AIRPORT DIVERSION SEWER TRAFFIC CONTROL PLAN CAMPUS DRIVE AT MAC ARTHUR BLVD. DESIGNED BY DRAWN BY 1---J.-_..:__D_E:--::S-c-C-::-Rl~P--=-Tl-::-0-:-cN---,----+Ac:P::-;:P:;;R-;;-O~VE;:-;D;-t-;D:;-;A:-;,TE;::1 T.Z. R.G.Y, NO. CHECKED BY DATE SHEET 10 REVISIONS T.Z. DATE OF II SHEETS CITY OF IRVINE PROJECT NO. 88-MC-041:8 I ., 1 ' • I l , ,. • • . .-~;,, ,r· ' • \ : --•-~ -----.- '. us ' '. ' • f ,· ;_ 1, _: MACARTHUR • 550' ~_:,;~-1~--~>_-'_:~,·,, •. -< _ 74.'i~>. ·;,.:.,,,;"': ", ,, V:MM!lll!;~,i'il!! ~i\111!!~~~ --,, ·= ,•'i-~,:!!_ff:l,;;:",.~ - ~'.,'£'£_ "·.•---:/l.w , • P,ftJPt'JSE'IJ PIPElllv'E ·-·"''"rC/3 ~ STAGE EI 111 -401 ·• COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 7 - / a BOYLE EnGtnEERtnG CORPORRTIOn 1601 Ouail Street P. 0. Bax 3030 Newport Beach, Califamia 714 I 476-3300 92668-9020 SOUTH AIRPORT DIVERSION SEWER TRAFFIC. CONTROL -PLAN MACARTHUR BLVD. AT CAMPUS DR. DESIGNED BY 1---+--------,-:-c-:==-=-----+:-=-:=::-:-:=+=::-:c-l T.Z. DESCRIPTION APPROVED DATE NO. DRAWN BY O.G.B. SHEET II CHECKED BY REVISIONS T. z. DATE ENGINEER DATE OF II SHEETS CITY OF IRVINE PROJECT NO. 88-MC-04138 1