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HomeMy WebLinkAboutS_5249_SORANGE COUNTt SURVEYOR B F.JIJCHMARK R : 67 2.0 MILES SOUTHEAST Ai..,ONG TH:! Pt,GIFIC COAST HIGHWAY (U.S. IOI ALT.) FROM THE POST OFFICE AT CORONA DEl Ml),R, A1 THE JUN<.r!ON OF A PAI/ED ROAD LEADING .501JTHWEST (DOWN HILU TO CRYSTAL COVE: ON THE SOUTHEAST END OF A DEEP HIGHWAY CUT, ON THE EAST SIDE OF A CUJMP OF SMALL EUCALYPTUS TREES, AT AN IS INCH CORRUG/\TED METAL PIPE CULVERT, 62 F(:;'.!::T WEST OF THE CENTER LINE OF THE HIGH¥\,\¥, 40 FEET NORTHWEST OF THE CEl•ff!ER Uo>J: OF THE ROAD, 21.1 FEIT SOUTH Of THE CO!"lNER OF THE 'L' SHAPED HEAD WALL OF WE CIJUJERT, 5 FEET EAST OF A 5 INCH AND MOST EASTERLY TREE, ABOUT 2 FEET Hl!JHEI! THAM THE HIG~fi!//l,Y AND SIT IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT AlllOVE TH!': GROUNI). ELEVATION: 6!:l.9ei'i !1~76) CAUF'Of,NIA Co<lRrnN,~Tlc SYSTEM Z(M Vf: THE LINE BEl'ifEl:?1 O.Gc',. i,(USTAFID :Z !I.Ml O.C.S, PELICAN HILL BEING NJO"l6"0!5"W DISTRICT N 0. 5 CONSTRUCTION PLANS FOR SOUTH COAST TRUNK SEWER, FROM ST A TION 238+ 73~00 TO ST A TION CONTRACT NO. 5-35-·1 FEB. 1990 PHASE 281+05.00 UTILITY I LEGEND APPROVED "AS BUILT': CAL TRANS ELECTRICAL INSPECTION LIMITS OF EASEMENT RIGHT OF WA Yh SEWER LINE WATER LINE GAS LINE ELECTRICAL CABLE TE:LEPHONE CABLE STORM DRAIN SEWER MANHOLE _ PROPOSED SEWER LINE EXIST. RIGHT OF WAY -----s ··---- ----w----- -----G ------------------- NOTE: "AS BUILT" DRAWING REFLECTS THE AVAILABLE "AS BUILT" INFORMATION AS RECORDED BY THE CONSTRUCTION INSPECTOR. Principal Construction Inspector, RUSS WOLD \ LOCATION MAP \ SCALE 1" • 2,l!OO' t BART STARRETT SID E. KIRK Construction !nspectors,C.S.D.O.C. z/15/'JI • Date CITY OF NEWPORT BEACH CALTRANS . PACIFIC TELEPHONE CO. SOUTHERN CALIFORNIA GA$ CO, SOUTHERN CALIFORNIA EDISON CO, GROUP W CABLE CORP. UNDERGROUND SERVICE ALERT LAGUNA BEACH COUNTY WATER DISTRICT GENERAL TELEPHONE CO. PHONE NO. 714 -854-8195 714 -644-3011 714 -724-0577 714 -259-4487 714 -634-3122 714 -895-0203 714 -547-3303 1-800-422-4133 714 -494-1041 213 -404-4200 I ( CONTACT BOB CURL PETE ANTISTA LARRY KELLERMAN PAIGE BLOUIN JOHN GILPIN BOB ACHZIGER CHARLIE ROMAN JIM NESTOR JAN SMITH l SHEET 1. 2. 3. 4. 5. 6. 7. 8. 10. 11. I. 2, 3. INDEX OF SHEETS DESCRIPTION TITLE SHEET CO~'CEPTUAI, PLAN l\ND PROFILE STA. 238+73.00 TO STA. 243+50.00 STA. 243+50.00 TO STA. 253+50.00 STA. 253+50.00 TO STA. 263+50.00 STA. 263+50.00 TO STA. 273+50.00 STA. 273+50.00 TO STA. 281+05.00 MANHOLE DETAILS MISCELLANEOUS DETAILS TRl\FFIC CONTROL PLAN TRAFFIC CONTROL PLAN GENERAL NOTES STATIONS SHOWN ON DRAWINGS HAVE THEIR REFERENCE LINE ON CENTER LINE OF PACIFIC COAST HIGHWAY, ELEVATIONS SHOWN ARE IN FEET ABOVE THE U.S.G.S. WiCAN SEA LEVEL DATUM. ' EXISTING UTlLITIES AND POLES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. 4. UTILITIES CROSSING THE PROPOSED SEWER CONSTRUCTION SHALL BE LOCATED AND EXPOSED BY THE CONTRACTOR PRIOR TO EXCAVATION FOR SEWER. 5, ALL SUB-STf!UCTURES SHALL BE PROTECTED IN PLACE. 6. ALL MANHOLES SHALL HAVE ECCENTRIC CONES TO CLEAR PROPOSED CURB. RECOMMENDED CONSTRUCTION NOTES CONSTRUCT 24" DIP SEWER MAIN CONSTRUCT 21" VCP SEWER MAIN CONSTRUCT 18" VCP SEWER MAIN CONSTRUCT 15" VCP SEWER MAIN CONSTRUCT 15" VCP SEWER LATERAL CONSTRUCT 12" VCP SEWER LATERAL FUTURE CONSTRUCTION PROJECT. CONSTRUCT 8" DIP SEWER STUil REMOVE ABANDONED EXISTING 33" W.M. CONSTRUCT 60" I.D. MANHOLE PER DETAIL SHT. 8 CONSTRUCT 72" I.D. MANHOLE PER DETAIL SHT, 8 & 9 CONSTRUCT STEEL ENCASEMENT PER DETAIL SHT. 9 ~£-t2~ DESIGN MANAGER, C.S.D,0.C. DATE APPROVED: // ~ -~~~~~~~ ~-~~~--~fi~·6~~-/_f_9_0_ THOMAS M. DAWES DATE Director of Engineering, C.S.D.O.C. 'ffiE KEITH COMPANIES •Plmming •Ci.l'fl t.'n1,m£erit7il •A,7JJ//ecllu'f' •ltmd,wpe .1rd>lle<"//II.,, • l<1ntl s,m.,,l'"'f! • Co>1.<lnu.:1io!/ ,\1(11/(il,!ilHll"U 200 Baker Street. Costa Mesa, <..A 92626 (714) 540-0800 PREPARED UNDER THE SUPERVISION OF: ENGINEER SHEET I OF/I SHEETS ' i • . i i . ' --• • i CITY OF NEWPORT BOUNDARY LINE ). : i ,_ -t_- . j BEACH --+--. ·'" -l l . -·-· --···-+·- ' t -- I ft CITY NEWPORT 8~ \ BOUNDARY LltlE • ~ p - '"" A I F C "-- 270 , .. A' s T NEW CONSTR!.ICT/CJN Sl:PAAATE CONTRACT 3(1)()~~ k CRYSTAL COVE STATE PARK~ 5-35-2 "' \ \ \ l -----------------------1-------------------------- ( PH J'! Se ..L) ----------CRYSTAL COVE STATE PLAN SCALE ! " 400 LEGEND @-PLAN 8 PROFILE SHEETS FOR PRELIMINARY DESIGN OF SOUTH COAST TRUNK SEVvER PARK (PurUK£ COAJSillUCTION f'l(()iTl!"C,) {PlfASI= II] i ' < . -. - _______ ___;___ _____ _ -----_____ L_ 320 •·----------~-----· ---·-·---~---'···· H -------·---- ' ' i ! -• i • ' COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. SOUTH TRUNK SEWER CONVEYANCE FACILITIES COAST CONCEPTUAL PLAN 8 PROFILE DRAWN BY "" DATE g,n 1HE KEI1H COl'vll'.ANIES •/'hm"IIJJl •CO-II ,-., .. ,_,~ -~'"'""-'""' ,t,-nW>-c"{i< •'f'-'bimh,,e •hmd""'~•m• .,,,.,.,,,,,.,,..,,, ""'",...,'"""' R.C.E. t:(,,63I 2 OF II -- j J: } ' _____ _j_ ·}----, : ~------! .. t-·:· '-·: .:J __ t-~~~-: __ T . ' ------ , l -___ _(_ ' ' - ' _f ' - -_, --+ _-- -----··1-· l -' , --'-"'---'="-'--+'---==--· .+L +'--'=--"=--"-''---'-----"--'f-= ' ::t":_:__j; ---- . 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SCPllRATT:. -CON_7EACT V 2.32 _,,c,.+.c·+ ·:.: { ,._-_-,._---,-_,-c-~-,', ;;'_ ----___ --_,~ __ ,?'= __ ,-______ • ----,---,--• __ --:-___ ,-_______ :T.---_,---;:_"1•_-__,-_-__ }_ ••• ) --~-: =:~--.1 --; _-_J __ :·~ __ -_:'-. --+----'--+---'-+---~----"-.. ::z --·-' --.. l .--_--_5---l : ·· · ·; · ; --·-·i •• • ·-·-. • ••• " ---+-____ , • ·j ·_· . ·i-··· .. :.:_r --··'· ·-·---· 1 -~ --· . --j,.== --====tc~ I --,-t-·;··~ I I ' ( J_ -• -·• j -+---•+---== =ct=;--,=cj:;;=;_;;c:;-r,cc,-,='.~ .• _-_ - : -f :-r -~-+-.-..±, _ :.· ,, 8£- . ; . ___ : .. ;_:_ ·-:4-~ .. :, ' -:~_::: --".:::..:..j:_:· ·:_· t •• -.; •• t-----t----+ •IT T_i_= ~LI•~--+----+--+---.-.±---+--~ .. ~~ - r - -,c-----~·_,_J ; : _ ' 1 A----~,"--. +=,---=+-,-• I ,_ ·; $=+=4=f+::I::::f=tr1=J 1 ---'i ----· -- ' ,.\!),~,_ =.'--'-" i-'--·-•--,---~----------r ; ' - - -1- 1 _J-_L j . ·-t -f ' +----=--'-'-'+ -"+-'--+-"'-'-''kf-F-'---j==,.__.._-== '--Ct-'-+'--'-'-+ -_l "j~TT+.-- ,'t"-'i'I------. --. --_! -_: :--! •• -• - -· ' ,(_4~ fl:.;,, /$11 1/. c;. R 40£1./,1//fCTIM<f PIPE :ro fi1-. H. qA ~ • , _ • . 14' 5£'W,e'2_ • - A t.Me'NT P£tJ . ELEC. DUCT: , SY o 7"#Eli!S. _ ___ .,_-+---------_ j , ________ ,, ' ' _1:~ --·::·. t : 77--,-:-,:--,,---fl-------+------~ 30"1.v'AT§'R .MJ/IN Pt:on:cr '"' f'l.lic£ f::N P.C.H- -i-,:. ~); -· .. ---~--< . ----• -. --• -____ _t--.. ···-··-· . " ·--·-... ------ - --. - - ' ' :::ii'£ I • ar¾:==---.=:=------ct-=--~-"---,; .-_ -----------.M--i-------t--r t-~------1-------et ---------I --~~-~-~---~-~-w====~~:::=~~~~-=~::➔::;::::=--t~~~~~~~~~-~+-~-~~-~~~---=_·_·~~~=--==~~=~~~~~~~~~~=~~=~11==-=I 240 NEW CONSTRUCTION ASir IKID 1 I iii? PROPOS£fl CURB PER S£PARIIT£ CONTRACT 13, on1ERs 241 I ~ I L_j___--1 , ---T ----------------------------------I I I I I E'Xl'Sr. No!'I-T'I-IE:F.N t3X/S7. ~------; I L;~=-i-="-'==--30" J2CP I I l?/W PC.fi_ l l 242 243 I i I I I I 11 I I i I Ii ---+--'--"1----+-+J--'' ------.. _ - : -_J + ' 1: _j,_:_·____:;:_____:_: . ' . - ~f-'~; •• .r----:---~,_____, j -------,--I -, ' r. _, -·-----,.- ----t" " ----,----;---+-----,:---,---i---.--,---· ---- j -. - CONS'l'RUCTION NOTES 0) -CONSTRUCT 24" DIP SEWER MAIN WRAPPED IN POL YETI-IYLENE ENCASEMENT REMOVE ABANDONED EXISTING 33" W.M. CONSTRUCT 72" I. D. MANHOLE PER DETAIL SHEET 8. NOTICE TO CONTRACTOR PROTECT ALL EXISTING UTILITIES THAT ARE PERPENDICULAR TO AND IN CLOSE PROXIMITY OF PROPOSED SEWER MAIN CONSTRUCTION PER CS DOC. STD. DRAWING NO. S-37-J. EXISTING UTILITIES THAT ARE PARALLEL TO AND IN CLOSE PROXIMITY OF PROPOSED SEWER SHALL BE PROTECTED IN PLACE. CONTRACTOR SHALL SUBMIT TO ENGINEER THE PROPOSED METHOD OF SUPPORT. CONTRACTORS ATTENTION IS DIRECTED TO AN EXISTING DITCH WITH SUBDRAIN AT THE BASE OF SLOPE TO THE NORTH OF THE UTILITY EASEMENT. CONTRATOR SHALL PROTECT THESE FACILITIES AND BE RESPONSIBLE FOR CORRECTING ANY DAMAGE INCURRED DURING CONSTRUCTION OF THE SEWER. '<;t- o <'. I! i-: • 0:: ::r: ::r: kl V)0 :s: a.: Lu l;J V) <?,.()H.SSIO /. i.S R. I ' ' I ffi I . 26831 /' A4 ~7 CIVIL f (;i\L &-pp! res 3/31 /q:3 ~~ V)o IJJ~ /-2 COUNTY SANITATION DISTRICTS OF <:O -. --l!)O ORANGE COUNTY, CALIFORNIA ...J + lO DISTRICT NO. 5 G~~t---S-O_U_T_H_C_O_A_S_T ___ T~R-U_N_K_S_E_W_E_R ___ ~ t--C\J CT) CONTRACT NO. 5-35-1 :s; STA. 258+73.00 TO 243+ !>0.00 < PLAN AND PROFILE DRAWN BY Ile 1HE KEITH COMPANIES •P-nmy •Cn1/ r.~,,.,._,,,R • ,-.b,1..:1,.,• ,1,md=,p, .'\,-<1>,1..:1,1,... ,UJ,td"'"~""JI • c·onsmu.w,,, \/mW!f'me,1, 200&ker Stroe1 Costa Me:a. C:4 9262(, 014) 540•00(10 SHEET REVISIONS CHECK~BY DATE 2189 E:NGINEER R.C.!:'.. DATE 3 OF I! SHEETS l ' 1/l 244 245 246 247 '1.·•;,,l),.4]-()j/Zi········ --, .... ., , -l . . . . ....... : •• '249(100) . .. --, ...... '"'i ...1-·. ~ .( 't"·'""' i-" .• • f-· i • ·rj ::~ :· • f-·+ .. • .... •···· • • ~ i r .. ,2.~7,(;76' [~F7'°F · ..... L . -· ' . ·--.... J:.LJ·-_-L'"' ........ : .-.. -i.1-..• -_.,._"" __ -.".-... ·" .. -.. cc.-."' .. tc, :--,=-;c: 2.,-· cc7"':_"'11"""·. .• -~- !!iO (IOI) 261(102) r'J:'Of'OSC/) #t?J?r;.u:fl.t y f!:/W P.t!.H. I I S€WE:le. .... :...r-f· -: . ~i ®----·7-------···· --;_~;;··~~~-;~;,·;EW;~· Pl?OPOS.l:P C(.llf.8 -..: ":i 248 / £)(/57: N0f:tHG."K.N f:/W PC.H. N.4.9' 29' 55" W ' ~ 249 250 /> J; F< Si ;p II 7t: covtRAcf N£1v ,2/'C?t.P. .SEWER 8Y OT/f£',R:, 251 252 ( fr. 4--- X --•"-• --· 253 tO .. . . .........• .JfD·L 0 0 0 @) & @ © (v CONSTRUCTION NOTES CONSTRUCT 24" DIP SEWER MAIN WRAPPED IN POLYE'l'HYLENE ENCASEMEN1'. CONSTRUCT 21 •• Pl P SEWER MAIN WRAPPED IN POLYE'l'HYLENE ENCASEMEN1'. CO!ilSTltuCT 25 L.F·. 12" DIP CONNECT TO M.H. PEI! DETAIL ON SIU. 8. WRAPPED IN POLYE1'HYLENE INCASEMEN'f. REMOVE AllANDONEll EXISTING 33 .. W.M. Gl!NS'l'll!!lG'I' fiQ" I , D, MAt!HOl.ll PEI! llE'!'l.H, SH!!', 8 CONSTRUCT 8" DIP STUil, CONNf;CT TO M.H. fl~, J.).,t;Jt,,~~ ON SH'.L !l, WRAPPED IN POLYETHYLENE CONgf'iffl(!f 1i·• ID. MANHOLE PER DETAIL ON SHT. 8, NOTICE TO CONTR!,Q.'I'OB PROTECT ALL EXISTING U'rILI·IIES 'rI!AT ARE PJ;:RPENDICULAR 'I'O AND IN CLOSE PROXIMITY OF PROPOSED SEWER MAIN CONSTRUCTION PER CSDOC. STD. DRAWING NO. S-37·-l EXIS'fING UTILI'l'IES THA'I' ARE PARALLEL TO AND IN CLOSE PROXIMI'l'Y OF' PROPOSED SEWER SHALL BE PROTEC'rED IN PLACE, CON'IRACTOR SHALL SUBMIT 'I'O ENGINEER THE PROPOSED .ME:'1'1\00 OF SUPPORT. CONTRACTORS ATTENTION rs DIRECTED TO AN EXISTING DITCH WITH SUBDRAIN AT THE BASE OF SLOPE TO THE NORTH OF THE UTILITY EASEMENT. CONTRATOR SHALL PROTECT THESE FACILITIES AND BE RESPONSIBLE FOR CORRECTING ANY DAMAGE INCURRED DURING CONSTRUCTION OF THE SEWER. I.{) d 2: ct ~ 11_ lLJ l: :r:; ~ Cl) (.) lLJ Lu Q (/) ~~ (f) 01'1)----------------------~ li..i O tq COUNTY SANITATION DISTRICTS OF :Z:o O ORANGE COUNTY, CALIFORNIA :J lO ~ DISTRICT NO. 5 l: + >;;t u IO o SOUTH COAST TRUNK SEWER I-'-.~ -CONTRACT NO, 15-35-1 i------------------------------------------------_ _. ______________ -..... -·---------------<:&: ST A. 243+50.00 TO 253+50.00 ,...,___,.....,.....,......,,,__ ____ ----------1 ~ PLAN AND PROFILE X HYDRAULIC DAT A - SEGMENT Y~(IS D s n d V C S MH ,;,I T() /ilH ,,_. .I-$..J4 ;u• 0.0012 t:>.O1.$ /..1"'' z.'#.() PACDIFOC C sir I NO. DESCRIPTION REVISIONS ' , . -· DE.SIGNED BY CHECKED BY DRAWN BY "'la DATE Z/$9 11-IE KEffi-I COMPANIES wum,im~ .,:,.~ f.''llfl'rHnn, • v,ch,,.._,~,_, •!-"?" .. ~.-,,.,.. ·,1,..,,1,,,,,,,.,.,,,.. •c,,.,,,,,.,.-,.,m ,._,,,.~, $HECT 4 o~· // SHEETS ::'.;".= .•-=c, 1--~_-"-.::}· --.---1~----· "··-•r--,--+--·--·--t--'... r-=.-.--T]" --k· ·1··-~--,_-_::_=:_:_~:L _____ .::..l.___ --/".' ~=--=r " ~ :-I -, r --'--: ' +------F -----+---: 1----=+~:·~~--T~=-.-,--·· ___ ·t· -· -~~:~r--<7~-7--·~-. gt,---+----'--.~i, T:::••··--1'·····;-. ···-····,-'=_f''~r,~~~t-,._.'--~-· l -'.__:~ ·: ---.----:-,, _,, -c·-·-,_.-+-,--·-~'i-_ .. _-,:-•• ,;c=cl:r= 'i"J;, __ ~-·-=r:_-__:::__ jc-c7==;==.:.__f [ : -~⇒--1__:J-'L__ _I -L-:._ ,_ d y ' 1:.: Cl ---, ;-:-'f'-,::~; j--:+-c:_ ~~--~r~~ -'_-+1-_-"-'-"+-'-+-+-C"-'i~-+=-·:::::l~_----~-----* :--· -~"'+-· -'•======:c :c; i t ± ·~-.L t-:cf-q::~ ; f -=+~ :, -• -:=c:c+, ~--=+-· =t:~ -i=J~-= 1 -I _l___:_r•·:;'-' .1 ~.--=-1 l :-, F--_;-_:.:::1 ~/_, __ ::_::~-~ r i t-'j '--+-+-----~:.t~:,::=!=::t'==i===L====+=·c-~--,---+--c,-[··-···:"····1 •• -- STREET STA (PIPE STA) ct Lu s Lu (/) ~ ,;;t-r<) • lO Q. 2:0 l() i--.: + . ::t: ,;;t--. a (/) -LIJ u. LIJ ~ (i) u Q ltJ-i:::)l ;s; ..j a 254 i· ---, ... : ·-+--f-~-! , -__ , - .107+4'0,$3 5/'i M.N. N° 4 .-STA.2$'/b+oo.oo .PC# II 4 Lr OF 8",0,/P 807H SIPE:5 O STUB l'"t. 108. 9'9 • S•O.OOS PLUG ENOS PRoe £lf.C. DUCT /BY ot-11£:Rs --- -;.:·.--:: .. +---+-~-! 30" W/l"TE:R MAIN I P'l:Of'05cP N&.R:.7716',f!L JI /.'/;,/ P.C.H. 11-w _______ _ ----- --r--=lT JI ii 11 .----EX/Sr. 11' 24" !2CP ii \ 255 256 257 I \ 11 \\ \\ 11 258 -'-------NEW ;y" P.I .. P, S£WEA'-lcz . 0,l(, TELE: Duer f"Je.orcc. r IN PLACG" N.49' 29' 55" W 259 260 10 -· a J:: 0 l) \\ 11 !------G --------------~ ---------~+--G ------------------------------3--J~I --------- \\ 'v 1--.. l(). ;. ~~ (\J \\ \\ HYDRAULIC SEGMENT omas C S MH"3 TO Mfl"'4-S.34 DATA 0 s n Zl" 0,0012 0,013 d V /.-39' 2,60 ii !I I I u ,r (HJ~ G (HJ 571//3 f.L. 109-7/ ?LU& !'NO \ I PROPOSED CUR/3 ~ _PE:R .S£PARRTC CONT'l?/-/CT BY OTI-IERS 261 ___ ,.,, N. 49<> SJ!' SJ 'W c:x1sr. NtJR.r11t:~N 263 f/S 8U!LT-UPIJl:r71:i ""'""-+-'fi S /3Ult. T NO. DESCRIPTION REVISIONS ·c.s ! • ' 0 @ @ CONSTRUCTION NOTES CONSTRUCT 21" D.Lf'. SEWER MAIN WRAPPED IN POLYETHYLENE ENCASEMENT. REMOVE ABANDONED EXISTING 33" W.M, CONSTRUCT 60" I.D. MANHOLE PER DETAIL SHT. ~----r---1---·--1 8 (]) CONSTRUCT 8" DIP STUB, CONNECT TO M.H. PE~ DETAIL SHT. 8,WRAPPED IN POLYETHYLENE IN<;;ASEMENT. CONSTRUCT STEEL ENCASEMENT PER DETAIL SHEET 9 CONSTRUCT 72" I.D. MANHOLE PER DETAIL ON SHT. 8. NOTICE CONTRACTOR@ CONSTRUCT STEEL ENCASEMENT PER DETAIL SH; 9 U) • 0 z • 1-:r: fl (J) :r: Cl:: w u: ~ Wll.. W ___ ..,....,.. ___ ...,.....,....,._._,....,.....,....,_,,.....,....., __ ....,._"'""(I I.I) u I.I) COUNTY SANITATION DISTRICTS OF ~ 0 U ORANGE COUNTY, CALIFORNIA 0 DISTRICT N0.5 ~ .~1-----------------------1 :r: 2 ci SOUTH COAST TRUNK SEWER u + in CONTRACT NO. 5-35-1 ~ ~ J ST A. 253+50.00 TO 263+ 50.00 c::. ,., PLAN AND PROFILE 1HE KEITT-I COMPANIES """'"'<fi(Jf "'-"""'""" . (.,,,_..,.,"'""' ''"''""'",..'" s ss,s.t APPROVED DATE DESIGNED BY Jt-1~~ DRAWN BY GC ~44 zh/10 SHEET 5 CHECKED BY JHS DATE .21" ENGINEER R.C.E riJ(,J?.Ji DATE OF II SHEETS ':..-:~---•' ~ . ,, . . ~-ii.-...:. _,,,:;.,,,,,;;,,:,,,,:,,..J,fg_.,,., --- X ':I-I! ~ 't \!) 'll 1-3:: !\! "l l.;J \J \9 V) ll:J 'II PROPOSED li'1PROV£Me!VTS /-'£ff SEPARATE CONTRRCT 8YOT/ff:RS 265 4tl' OF 8"/711" 5Ttl.!J rL //0.ZD s,o.oo!i Pt//G e/VO ~-iYDRAULIC SEGMENT Q ~Q)( C S D s n Ml-I"" 5 TO MH"<;; /61µ 0.0111 LJ.013 -+ ' !~ \)it \l "' !~ 266 d5 V 0.5T 4.04 I / / --PROPOSt:t) /MPRO//EM£NTS PER S£P/4l'U1T£ CONTRACT f:JY OTUC:R5 ~~'""'',=~=~~-==--~~==--w_· --- t.r, 4 c; • 2 9 's s-" w 267 268 PROF. EL£C . .Due., BY OT/1£125 -------- 269 If IZi!+OC:,.,66 t M.H. N<P 7e .5T/:;, 271~00, 00 i !".C. H 30" w,1re-,e MAIN tire:cr IN P;.ACC 25L:F Or le' VCP 57UB FL •/1.:5. 75 scOoc \ PLUt$ ENO -, ------- =- 6 \\ \ N4 'W 0 0 © 0 © CONSTRUCTION NOTES CONSTRUCT 21" P.I.P. SEWER MAIN WRAPPED IN POLYETHYLENE ENCASEMENT. CONSTRUCT 18" VCP SEWER MAIN CONSTRUCT 15" VCP SEWER MAIN CONSTRUCT 25 L.F. 15" VCP CONNECT -TO M.R. PER DETAIL SHT. 8 CONS'.l'RUCT 25 L.F. 12" VCP, CONNECT TO M.H. PER DETAIL SJIT. 8 REMOVE ABANDONED EXISTING 33" W.M. CONSTRUCT 60" I.D. MANHOLE PER, DETAIL SHT. CONSTRUCT 8" DIP, CONNECT TO M.H. 8 PER DETAIL SH'!, &,.WRAPPED IN POLYETHYLENE ENCASEMENT. CONSTRUCT 72" I.D. MANHOLE PER DETAIL ON SHT. 8. NG T,CE TO CONTRACTOR PROTECT ALL EXISTING UTILITIES TH.AT ARE PERPENDICULAR TO AND IN CLOSE PROXIMITY OF PROPOSED SEWER .MAIN CONSTRUCTION PER CSDOC. STD. DRAWING NO. S-37-1 EXISTING UT:O~ITIES THAT ARE PARALLEL TO AND IN CLOSE PROXIMITY OF PROPOSED SEWER SHALL BE PROTEC'TED IN PLACE. CONTRACTOR SHALL SUBMIT TO ENGINEER THE PROPOSED METHOD ['.. OF SUPPORT. C)CONTRACTORS ATTENTION IS DIRECTED TO AN EXISTING DITCH WITH SUBDRAIN AT THE BASE OF SLOPE TO THE NORTH OF THE UTILITY,· <:;EASEMENT. CONTRATOR SHALL PROTECT THESE FACILITIES·AND BE f-.RESPONSIBLE FOR CORRECTING ANY DAMAGE INCURRED DURING J:::CqfSTRUCTION OF THE SEWER. --\{\~---£)(1'5~.---rj/1 _, __ 4 -----; ~~ \i 24" ZCP V) .._'-'-' \\ / Nf:W IS"V.C.f': ~ U) \I SEWER 271 ;, 272 273 ~ 8~ COUNTY SANITATION DISTRICTS OF 270 €X!5r."NPK7'H€ieN \\ :J cjl"-ORANGE COUNTY, CALIFORNIA ----------------G _____ f:/_w_r:_c __ • H_. __________ ':-;, -co·----·---·--·•-----·------< 1-G ~ ~ SOUTH c~~;; l~~u:~. 5sEWER 11 " CONTRACT NO, 5-35 .. 1 '\ ,q: C\J~ STA, 263+50.00 TO 273+ 50.00 7 --_, ___________________ _ T lPA CDIFOC C A DQ[K) X I -------1 ~ PLAN AND PROF°ILE 11 11·,,---,------------,-....!-.....,r--lr----;;;;;;;;;;;;;;;;;;;;;;;;;;;;;-:;TIIE;;";':;;.----:::------1 ·r •Phmnm,e, ••:Mf £"SI"""""~ /tS tBU/l.,T •UP{JA:15 CS REVISIONS CHE~ED av DRAWN SY oc DATE 2J8'9 KEITH . ,,,_ .. ,_ •I,,~.,.,_ An;J,;!o<;/""" GOMP,~NIES •~M'""""* •{o""'""'"'~ -- 200 .BaJtier S/reef, Cosm Mesa. CA 92626 {714) S«>-0800 ENGINcER R.C.E. Z,(,,ti/f;J DATE SHEET 6 OF /I SHF.US ---.: . .r: _. ~ 1~·-A--;+-:---, --t--+-----_, --···-·'···~ ---·-+--: -~ _ _:c_•-:: -~- -- -t ~ --• ' I " --t-__ L __ ' ' '---__ --. ___ -.---, -' ----' --" ------~ ---~--= ..... ·-· -'-··-- ■+-~-+---+---"''---'=+ --:r== ' . ' ' --~=/=~0--• T ---,---- ----f : __ -~ -- l ···••;- -·. ---J ~ ·-·-·; ·1 .. __ , __ ---- --·-----.. ·.t ::· -~1.;__· ___ :~I~ __ t;---r: 1 - STREET STA (PIPE STA) X CA:5£ME'Nt • ~ ' ' I - --- -.. • -_----:::--.::-__ -_J_ - - . -·-------r-: - 8 --+------ -_,-- -:j:.-_:.::-_::::r::::..:.~ ::;:: --c-!·· . • .. :t - ---,-·-··-t ---t ::-_:_t·--_ -t=--l----+---+- -~f==F=§"'=~r=:1L==i===J2gm~s§, ±1 ¥~#=4-•·• : c: ~--=~---_-__ ; -,-j -=t-l ~----- -!-----+-+----t-~-"--+t ___ ±+-----+ t -r--, -:i= --~ I I _ {: 76,: ,:•.t;p?& ~-~ ~~ --~_,-_ ----.----~--r_-l----+----i---• -.L --. -- ---~------_--:_± _ _:_ . - -_;_-__ _::.- -.• . ' i·-•. ·-· .~:· ; .... : -~-----=----r -~ -, 4-____ ,_ .. ' ,--:f _-,-' -:7'. ~---~•&il~L:~-: ·--·-'"" ---' ----, .. :. .. ..-.-- r =f':; ' ~~~;:!41.-__1 ~t=,Et=l==±,~~r±~~~~,-t ·r rf-----,- --a I i St-lOl<T STUtJ ON N,;iP-.TH [;/OE ONLY 4-kF OF S"t)JP-:f&li½' 1,¥ 5 STU/3 rb II 7, i!t! ,SctJ,05' l"Lll!G £ND l SIi'/, 276-1-0V.OD-p,c;p-,, f"Jeof'. t:&E:a-puer 8 y orH ~l!S' II ---- -+--l----+----4··· f·----~ , I I \ I \ rf'J:,_, ...,'O?i_v_~_:ric.,,I>_,,N-,.-o.c_r._u_~_:e_t._Y_ JJ_ ,e/w t: e.u. I I 11 f'/?OP05ED CURS PEP SEP//RATC CONi''RrlCT 8Y 01/IE,<!5 N.4i!i6 5' !4"N I ~~~--Nl!'WJS'' V. C. P. SEWER ' 274 275 HYDRAULIC SEGMENT QclJlsOX D s n -MR"'7 TO Mh'"'8 2,02 /5" 0.0032 0,0/.J d V (),66 3.05 l(]i--/ --r---"----- rO If) I €X. 1?3:tC. pucr ?/?Or£cr IN PLAC£" /i?,/W P.C,H. 277 278 COfDC CO N.49° 29' 55" W 280 NE:W CONSTRUCTION ir IHIDGIHI ____ , __ - -_,_ ___ _ -r-1 --=t-__:-b -cc +c::-ct:c::c===i-.--' -r-:c=-:c:c--=:t:}:Tui;i;1~1111;111111t11;;}::;t;1ti;~t;;t}}+~;~~;;!i';i';;-jl:~-t~---t~~r:i·-; , ---t ~~ ' ------,----1 ' --~---t ~ .. -I•. ----,---- ----, .;.- . , __ ---·:-·-: =t=::_=J~.~-:~ --1-- F=t===i=-=-⇒1, I-•t 1:-~ ,--- ·-+~~i ,--:-- ·-•·-···--1 . ___ , -_,==+===+'-'-' Wln _,-=---i --. L1 !,tr: ••i t f--~" -·=--t--_;"-;;1~~------- CONSTRUCTION NOTES ------1lll!lii!im!li!:- --------T----___ ,,__ ___ _ PROPOSl::t'J /JOVEL£ [),/,P FORCE 11/11/'{ Contract 5-35-2 282 :1---~lJJl,.!JO\J:;;;~O------------;] ~--------·--~----· . 283 IO 0 ?ER S£PARAT£ coNrRACT (Furut?C) -1-----,,.-------------(\J I") CONSTRUCT 15" VCP SEWER MAIN 0 © (i) G) CONSTRUCT 35 L.F. 12" VCP CONNECT TO M.H. PER DETAIL SI!T. s~wRAPPED IN POLYETHYLENE ENCASEMENT. FUTURE CONSTRUCTION PROJECT CONSTRUCT 8" DIP STITII, CONNECT TO N.H. PER DETAIL SHT. 8.WRAPPED IN POLYETHYLENE INCASEMENT. REMOVE ABANDONED EXISTING 33" W.M. 11 CONSTRUCT 60" I.D. MANHOLE PER DETAIL SHT. 8 14 CONSTRUCT STEEL ENCASEMENT PER 13 CONSTRUCT 84-" I.D. MANHOLE PER DETAIL SHT. 8 & 9 DETAIL SHEET ~. NOTICE TO CONTRACTOR ".ROTECT ALL EXISTING UTILITIES THAT ARE PERPENDICULAR TO AND IN CLOSE PROXIMI'rY OF PROPOSED SEWER MAIN CONSTRUCTION PER CS DOC. STD. DRAWING NO. S-37-l EXISTING UTILITIES THAT ARE PARALLEL TO AND IN CLOSE PROXIMITY OF PROPOSED SEWER SHALL BE PROTECTED IN PLACE· CONTRACTOR SHALL SUBMIT TO ENGINEER TH<' PROPOSED METHOD OF SUPPORT. 4 CONTRACTORS ATTENTION IS DIRECTED TO AN EXISTING DITCH WITH SUBDRAIN AT THE BASE OF SLOPE TO THE NORTH OF THE UTILITY EASEMENT. CONTRATOR SHALL PROTECT THESE FACILITIES AND BE RESPONSIBLE FOR CORRECTING ANY DAMAGE INCURRED DURING CONSTRUCTION OF THE SEWER. _ COUNTY SANITATION ORANGE COUNTY. DISTRICTS OF CALIFORNIA DISTRICT NO. 5 SOUTH COAST TRUNK SEWER CONTRACT NO. 5-35-1 STA. 273+50.00 TO 281-t05.73 PLAN AND PROFILE THE KETIH COMPANIES •l'/~Ml'IJil •Ci,1/ ;:,,,,,._,.,Ji/ • 1'ctm«l1'n' -w--·-•/;n,dS,,,-;,..mg .,,._,_ - SHEET I NO. 1/S /3Ult..T DESCRIPTION APPROVED / DESiGNEO BY JH8 DATE DRAWN BY GC ~/2,.J, t,/z/4o 7 REVISIONS CHECKED BY -DAT£ 2139 ENGINEER R.C,E. l.(.81,f DATE OF If SHEETS lYPICAL MANHOLE DETAIL PIPE SHALL BE LAID WITH END SQUARE INTO MH. BASE UNLESS OTHERWISE NOTED. CONSTRUCT FILLET SHEl.F OVER PIPE TO DRAIN. "\------ 8,, "N "NCASC"Ml0 NT ·rR B'c:i:----, '\ lvd ... ,_, _ !-, r J, ·'"'~-\ BEYOND OUTS1DE DIA. OF SHAFf, INCLUDII\JG BC:LL. TE~1POR.ARY PLUG------ ------------- ! i FLOW .., "' 1-i--------'j,:--\ -__J- -~~ I .LI ~"-='-r-=l=i::==r=--"l::!,=\~ •• G 1' 2-2' SECTION OF PIPE S!ZE .~s 1ND!C/,-:ED o~~ PLAJ\IS CENTER SHAFT OPENING OVEf-< l~iLM~D SIDE ::::i=-SEWER MAlN CENTERLINE TO CLEAR i=-uTURE CURB / ' \. 2--2' S':C7 I0N OF PIPE SIZE AS IND!CATED ON PLANS STUB_(TYP.) NOTES: 1. CONC. COLLAR TO BE ON ALL MANHOLES ,N PAVED ARE/'\S. MH'S TO BE RAISED TO GRADE AND CONC. 2. COLLARS POURED AFTER FINAL SURFACE COURSE IS PL,o,CED. lYPICAL CONCRETE COLLAR t½-,.---TEliPORARY PLUG ✓~ 2-2' SECTIOf, OF PIPE SIZE AS INDICATED ON PLANS 2-2' JOINT AT BOTH ----;;r---INLETS AND OUTLETS (TYPV.C.P. & D.I.P.) / C ' BI ' I .. i I ECCENTRIC CONE DETAIL TOP OF PAVEMENT OR EXIST. GRACE CD --~--------- MAX. OF 3-3" JLLAR J Ul j_,J Ct'. -< > + +' + -e w []__ []__ N ! SECTIONS 8" TYP. i-- 1 i ,, i> PLAN FOR 60" AND 72" !.D. MH. SEE DETAIL 2 PRE CAST CONCRETE GRADE RINGS, CONE, SHAFT, AND BASE WT "TFE LOCK" P.V.C. LINING f"ER. SPECS. -------~~- ' 17 I> i> C PRECAST MH. STRAIGHT SIDE ECCENTRIC CONE GROUT FILLET IN UNPAVED AREAS ~--->EE CONC. COLLAR DETAIL. ~-~lf'.l_::____c:;Ro UT BETWEEN BEVEL o-JOINTS MANHOLE P.V.C. LINll'-JG .-----,-----S~EE NOTE I i> .---,----------!'-" r-j-,~-_WATER TIGHT JOINTS SEE JOINT DETAILS i> B A B i> ~ FILL FILLETS 1> (SEE NOTE ON "" PLAN ABOVE) /, 311/D., " t> •R=1/2"::::-7" h'sLOPE ,- I " lo 0 30" _pJ PiPE 30" P-4·" R.=4" .I> I> . ,-_,-[> ----··-l, t> t, t, I> t> ------BASE POURED [N-PLACE ELEVATION INSIDE WALL SHAFT DIAMETER THICKNES'. OPENNING A B DIAMETER (, 60" 8" 36" 72" * 7" * 36" 1 /2'' GROUT BETV\/EEN JOINTS THE CROWN ELEVATION OF ,,.,-----STUB TO MATCH / CROWN OF TRUNK LINE C> I> • CONE HEIGHT H 2'-8'1 4'-0" (l_ i= J __ ~- ! i> I> l> f--, W w °'I _J [L 0 f---::::, (l_ 10 SHA~l" NOT SHOWN i> I> I> I> SECTION D-0 8" t, ' 'in l> (0 c-I> ~ '-..___ '-..___ r----I> c--:i I i C."'-1 2!' ! ,, i---7, I 1-5/8":· -• r'""1 ~ I> i> I> ~2~ I> I " " 2-3/8" I • I '..;-'i:o '-..___ I> -'-..___ ~ p n I I C✓ -t, .r> r-') I> f--::::, 0 0. ~ i= L r I • ,-----L--> , I> I> i> 'i:o 'i:o '--s. I> '-..___ LO· I> LO I 1-3/4'\ I N N I> 1.2s" I <>H ~ i> l> ~ I> I> I> l> I> 2-1/2' '-si-\;--'-..___ I> '-..___ ~ l> ~ I I -C✓ ' -I> l> N I> A V * DENOTES REINFORCED BASE OR CROSS SECTION 60" LO. MH 72" LO. MH. SHAFT JOINT DETAILS [L i= \;-- '-..___ n l I 1-1''¢ HOLC: --___ ,. __ ~ LETTERS 3" HIGH -------- 3/4" HOLE (TYP.) 3 REQ'D 36" SIZE: PI.J\N STANDARD MANHOLE FRAME AND COVER E.8, MORITZ FOUNDARY MODE~ NO. M-125"1 MODIFIED AS ABOVE OR APPROVED EQUAL. MIN. FRAME WT. = 400 LBS., MIN. COVER WT. = 375 LBS. DETAIL 2 N.T.S. 1 /2" CEMENT MORTAR FINISH TO BE FLUSH WITH SOCKET OR ~SEWER PIPE P.V.C. UNER TURNBUCKLE -FOR R.C.P. (TYP.) END OF BELL-~ 8" BRICK WALL - BRICK PLUG DETAIL 4 N.T.S. HINGED RING LIFT (TYP.) 2 REQ'D LETTERS 3" H GH PI.J\N STANDARD MANHOLE FRAME AND COVER BOLT HOLC: (TYP.) 36" SIZE: E.a. MORITZ FOUNDARY MODEL NC. M---1251 lvlODIFIED AS ABOVE OR APPROVED EQUAL. MIN. FRAME WT. = 400 LBS., MIN. COVER WT. = 375 LBS. DETAIL 3 N.T.S. STANDARD MANHOLE NOTES 7. 2. 4. 5. 6. 7. 8. THE lNTERiOR SURFACE OF MANHOL.ES DELINEATED BY THE HE.AVY SOLID LINE ON THE ELEVATION VIEW SHALL BE UNED WITH PVC. LINER, PER C.S.D. STD. PLAN S-.25-1,2,3 IN SPECS. AND SECTION 25 OF STANDARD SPECIFIC.ATIONS. STATIOl'-IS OF MANHOl..ES SHOWN ON THE PLANS APPLY AT c;:_ OF MANHOLE UNLESS OTHER\.YiSE NOTED. ELEVATIONS ARE SHOWN AT MANHOLE CENTER AND REFER TO THE PROLONGED iNVERT GRADE LINE UNLESS OTHERWISE NOTED. SIZES D, 01, ./\ND 02 ARE SHOWN ON THE PLAN AND PROFILE SHEETS. NO CONSTRUCTION JOINTS ARE TO BE MADE IN B.ASE. CONCRETE SHALL BE CLl\SS A AND HAVE A MiNIMUM COMPRESSiVE STREl'-IGTH OF 3500 PSI 1\T THE END OF 28 DAYS. PRECAST lvlANHOl.E COMPONENTS SHALL BE MANUFACTURED WITH SUFFICIENT $TEEL HOOP REINFORCEtJ,ENT TO PREVENT FRACTURES DURING CURl~JG AND HANDLING. STEEL SH/\LL HAVE A MINIMUM COVER OF 2-1/2". FOR ALL MANI-IOI.ES DESIGNATED TO TAKE PRESSLRE (I.E. UPSTREl\M OF PUMP STATION), USE THE BOLTED MANHOLE FRAME ,i\,ND COVER WITH LID GASKET, PER DETAIL 3. (FUTURE CONSTRUCTION PROJECT). WATERTIGHT JOINTS SHALL BE MADE BY APPLYING SUFFICIENT MORTAR ACROSS ENTIRE c·l.CE OF JOINT SO THAT WHEN PRECAST UNITS ARE PLACED ON TOF> OF ONE Ai'-JOTHER THE MOR.TAR WILL. SQUEEZE OUT BOTH THE INSIDE AND OUTSIDE WALL FACES. JOINTS TO BE "POINTED UP" A"TER SETTING PRECAST UNITS EXCLUDING GRADE RINGS. CIVIi. F CAL COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 mJp ,,-e_,, JJ/:n /,.3 SOUTH COAST TRUNK SEWER CONTRACT NO. 5-35-1 STAND,AF:;?D SANITAl<Y SEWER DETAILS THE KEITH COMPANIES • i!li,t....,~ . _ _,,,,,, -~- • (,J,N.f> SUJWJT:11NIC ' ~J!l!JC!'.@H. MAJi/Afmlll{lff' .:0-0 ~ Bm,,ri, amta ;&,,;;,, CA 9U26{714}540-fJ80t1 ;!i / AS 0,(.1/lT S '89 s, DESIGNED BY DRAWN BY g l--'-'N0'--'.4-"-'=--...:::::.::..:.:::.:_D_ES-CR-IP-TIO-N-----F=A:LPP:,::R_.:,cOVE~,D::'."i-20:...:ATE=-1111-=::-:':"'.,-'.,,,..,_....,..,.,.,,; ... 1 ----1 ./:JI///./}/) /J, A/ A SHEET 8 i,: ll. 11-----'-------~~~~--~-----'------IICHECKED BY DA1£ CZ,.?,,,£~ ~ 7 fp OF 1 • 0 REVISIONS ENGINEER -R.C.E. 2, 831 DATE I gj L..-----------------------------------------------............................................................................................................ ________________ ...,. ____ ..._ ____________________ .....,loiilio_ ... ___ ... .....,...., ............. 1nm .............. """----- SHEETS 3/4!' MAX. W=MAX. ALLOWABLE TRENCH WIDTH O.B.+16" MAX. O.B.+12" MIN OVERSELL PIPE FOUNDATION __ V.C.P.-lYPE II GROUT PLUG __ (TYPICAL) 24"DIA. X 1/4" THICK STEEL CASING, SEE PLAN FOR LENGTH BACKFILL WITH LEAN GROUT (1:4~· 8" V.C.P. CARRIER PIPE-~,,_.- FIRM UNEXCAVATED /t3ANK 6'' MIN. >TYP.) 8" MAX. , TYP .) BEDDING N.T.S. 30' --i-...-30- UPPER LIMIT OF PIPE ZONE CLASS "A' CONC. DETAILS REDWOOD BLOCK OR METAL RAILS ___ -;;;O.,,.VERBELL DIMENSION ~ ...I U, z 60' METAL SKIDS SET SO INVERT OF SEWER CARRIER PIPE IS TO GRADE.SEE SPECS. / CASING DETAIL N.T.S. PER CSDOC STD_ S-36-1 OVERWIDTH CONDITION WHERE TRENCH WIDTH IS GREATER THAN "W' w ,__ __ FIRM UNEXCAVATED BANK 3" 1 O'' ' 3" ~-SLOPED SHELF. ~-'----.J.-.' .G~: MAX, ALLOWABLE TRENCH WIDTH) OVERSELL • 'i,,i #6 1'l ~ 7-#6 BAR BAR •0: -,;· ::::::±:::~~,;___J.;,j'.._---=-.-----PIPE SUBGRADE . ·• .a.•,: .....,_ 1'J ~ --'----PIPE FOUNDATION V.C.P.-lYPE IV 2" X 6" REDWOOD BOARDS; MIN HEIGHT AT SHELF LEVEL CHANNEL -~'.. ,..,ji,,..,..i.., -= v" ii 11. ,., z ::e _v II 11 "'v I I. • N v" " ~ ~ ...... V / I -P.V.C. I " .,v Ii v,, 'to i • ii--1 ""~ ~ ,, 11-------dl • v._, -----T .,71 vv V SECTION C-C N.T.S . CONC. BASE P.V.C. LINER 2" FINISHED OPENING (2" X 6") REDWOOD BOARD CONNECTOR FROM DIVERSION MANHOLE BULKHEAD CONNECTOR TO TEMPORARY PUMP STATION 24" STUB PLAN VIEW SLOT-DETAIL N.T.S. 24" 0,1.P. A ----- • ~ 72" DIA. MANHOLE , A1 72'' DIA. MANHOLE "OH ':;:- $ (TEMPORARY PUMP STATION) (DIVERSION MANHOLE) 1o I . I"') LINER 72" DIAMETER TEE-LOCK, PVC LINED MANHOLE 2' • SECTION 8-8 7'··0" DIA. 9'-6" DIA. SECTION A-A 2 2' i-----11-B . II B PLAN 84" DIA. MANI-JOLE NOT TO SCALE 'i\Crf.SS/ x.S R. o. 2683 ~::?. CIV\\. OF Cl'\ll e.,. ,-,..., ,,,. :s-31-· "t 5> \ L #6 BARS @1 '1' BOTH WAYS 3" CLR. 8" MIN. ENCASEMENT FOR BASE BEYOND OUTSIDE DIA. OF SHAFT, INCLUDING BELL. 10" DIA. D.I.P. STUBS W/PLUGS A FUTURE----""' 1 O" DIA,. TWIN BARREL FORCE MAINS PER CONTRACT NO. 5-35-2 INSIDE FACE FINISHED DIMENSIONS OF SLOTS (INCLUDING PVC LINER) SHOULD BE APPROXIMATELY 2"W x 16" L x 24" D SEE DETAIL "D" DETAIL COUNTY SANrrATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 SOUTH COAST TRUNK SEWER CONTRACT NO. 5-35-1 STANDARD SANTARY SEWER DETAI..S THE KEITH COMPANIES ....... .::. .. .o....:milAiii -~ ., UHJJ W!llffxnNO .. Wl!IWf'~ - -...... NOT TO SCALE NOT TO SCALE ;l; I /15 B{J/(..T ;. I DESIGNED BY DAAWN BY /w 0 1--'=='1-=_:::==------------fC:c::.L_-=-="-=-c..::i==-'-'1 C A J u --_./ SHUT 9 5: NO. DESCRIPTION __ L_":Af''.':'.'PROVE~:':_D _L_'::DA".!'TE=--lrcTIEFK'fi. f". avToA'ft • .a.;• ;;.;•--1 - 0 .,___..____________ CHECKED BY DATE ~~~~::;::__!2_;::::'.::::':'.'._.,.,~-11 g\ h,....,. ..... .....,....,....,.....,,......,......,....,. ..... ...,...,..,_.,.,., ..... .....,...,.....,...,.....,...., _ _,.,.........,_..,.....,. ..... ...,.,........,....,.....,....,....,....,.. ... .....,...,....,. ..... ...,.....,._...,.....,.....,..,.,.,....,....,...., ..... ,.,......, ..... .,..._....,.....,....,...,. ..... _,....,.....,..,,. ................ ....., ...... ....., ..... ....., ......... ...,......,....,,_ ...... ...., .......... ___ ,_....,....,..,,1,....., __ ....,.....,...,.....,....,..;.;,REVmlSoiilmOi.Niii,S...,,..,......,....,_,_,_....,...,._..C,,;j,Aolll • ....,,....li~Q"'1Jii2iiii0~8~9:.,...,.;.;EN;;,Gl;,;,:NE~ER;;.,.:R;;,:.c~.E~.2,=:,;,«:,:',/./....,~D;;,:A'"':;...,....,.cl,.O,..F....,..;..;...,,sH"'EE"'ETS.,I