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Home My WebLink AboutS_5222_SBENCH MARK ORANGE COUNTY SURVEYOR BENCH MARK R167 2.0 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT.) FROM THE POST OFFICE AT CORONA DEL MAR, AT THE JUNCTION OF A PAVED ROAD •• LEADING SOUTHWEST (DOWN HILL) TO CRYST!\L COVE; ON THE SOUTHEAST END. OF A DEEP HIGHWAY CUT, ON THE EAST SIDE OF A CLUMP OF SMALL EUCALYPTUS TREES, AT AN 18" CORRUGATED METAL PIPE CULVERT, 62 FEET WEST OF THE CENTER LINE OF HIGHWAY, 40 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 21.7 FEET SOUTH OF THE CORNER OF THE 'L' SHAPED HEADWALL OF THE CULVERT, 5 FEET EAST OF A 5 INCH AND MOST EASTERLY TREE, ABOUT 2 FEET HIGHER THAN THE HIGHWAY AND SET It~ THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. ELEVATION: 69.985 (1976) DISTRICT N 0. 5 I APPROVED "AS BUILT": CONSTRUCTION PLANS FOR: SOUTH COAST TRUNK SEWER -PHASE ~~ KIT KITTRELL C.S.D.O.C. Construction Inspector 11 BASIS OF BEARINGS CALIFORNIA COORDINATE SYSTEM ZONE VI: THE LINE BETWEEN O.C.S. MUSTARD 2 AND O.C.S. PELICAN HILL BEING N. 30' 16' 05" W. FROM P.C.H. STATION (SEWER STATION 281+05.00 TO STA 351+75.34 132+05.73 TO STA. 202+66.79) LEGEND LIMITS OF EASEMENT RIGHT OF WAY SEWER LINE WATER LINE GAS LINE ELECTRICAL CABLE TELEPHONE CABLE STORM DRAIN SEWER MANHOLE PROPOSED SEWER LINE EXISTING RIGHT OF WAY / I ,,, ,j I \ \ 1, I I ./ I ---- ---s--- --w--- -G- --E--- --T--- \ 111011' ± \ CONTRACT NO. 5-35-2 APRIL 1992 (REVISED OCTOBER, 1992) UTILITY PHONE NO. CALTRANS ELECTRICAL INSPECTION 213-620-2030 CITY OF NEWPORT BEACH 714-fi44-3011 CAL TRANS 7 l 4~556;.;...8202 PACIFIC TELEPHONE CO. 714-259-448/ SOUTHERN CALIFORNIA GAS CO. 714-634-3122 SOUTHERN CALIFORNIA EDISON CO. 714-895-0203 GROUP W CABLE CORP. 714-54 7-3303 UNDERGROUND SERVICE ALERT 1-800--442-4133 LAGUNA BEACH COUNTY WATER DISTRICT 714-494-1 041 GENERAL TELEPHONE CO. 213-404-.1.200 IRVINE RANCH WATER DISTRICT 714-453-5300 IRVrnE RANCH WATER DISTRICT AP"'ROVAL: Date CONTACT 808. CURL PETE ANTISTA LARRY KELLERMAN PAIGE BLOUIN JOHN GILPIN BOB ACHZIGER CHARLIE ROM.A.N JIM NESTOR JAN SMITH BILL STEWART lo· 2,, 1.-~ t tF ORRIS -DIR CTOR OF ENGINEERING AND PLANNING, IRWD DATE INDEX OF SHEETS SHEET NO. DESCRIPTION 1 T!TLE SHEET 2 CONDENSED PLAN AND PROFILE 3 SEWER STA. 132+05.73 TO STA. 134+50.73 4 SEWER STA. 134+50.73 TO STA. 144+50.73 5 SEWER STA. 144+50. 73 TO STA. 154.75.82 6 SEWER STA. 154+ 75 .82 TO STA. 164+66.74 7 i SEWER STA. 164+66.74 TO STA. 174+49.14 , 8 I SEWER STA. 174+49.14 TO STA. 184+49.14 9 i SEWER STA. 184+49.14 TO STA. 194+41.79 ' 10 SEWER STA. 194+41.79 TO STA. 202+66.79 10A STATE PAFIK CONNECTION 1 1 MANHOLE DETAILS 12 MISCELLANEOUS DETAILS 13 TRAFFIC CONTROL PLAN 14 TRAFFIC CONTROL PLAN 15 TRAFFIC CONTROL PLAN 16 TRAFFIC CONTROL PLAN GENERAL NOTES 1. ELEVATIONS SHOWN ARE IN FEET ABOVE THE U.S.G.S. MEAN SEA LEVEL DATUM. 2. EXISTING UTILITIES AND POLES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. 3. UTILITIES CROSSING THE PROPOSED SEWER CONSTRUCTION SHALL BE LOCATED AND EXPOSED BY THE CONTRACTOR PRIOR TO EXCAVATION FOR SEWER. 4. ALL SUBSTRUCTURES SHALL BE PROTECTED IN PLACE 5. ALL MANHOLES SHALL HAVE ECCENTRIC CONES TO CLEAR PROPOSED CURB. CONSTRUCTION NOTES REMOVE PLUGS AND JOIN WITH 1 O" X 8" D.LP. REDUCER CONSTRUCT 12" 0.1.P. GRAVITY SEWER COt~STRUCT 8" POLYETHYLENE LINED D.I.P. GRAVITY SEWER CONSTRUCT DOUBLE ff D.I.P. FORCE MAIN CONSTRUCT ff' D.I.P. CONNECT TO MANHOLE PER DETAIL SHT.11 CONSTRUCT 8" V.C.P. CONNECT TO MANHOLE PER DETAIL SHT.11 REMOVE ABANDONED EXISTING 33" WATER MAIN CONSTRUCT 60" I.D. MANHOLE PER DETAIL SHT. 11 CONSTRUCT 7'1' !.D. MANHOLE PER DETAIL SHT. 11 CONSTRUCT 48" MANHOLE WITH BOLTED COVER PER C.S.D.O.C. STD DWGS. S-050 AND S-054 FOR A=48" RECOMMENDED DESIGN MANAGER C.S.D.0.C. 10 -· ~2.l.c -·92.. APPROVED: TflOMAS M. D.AWES DIRECTOR OF ENGINEERING, C.S.D.0.C. THE KEITH C011PANIES PREPARED UNDER T~E SUPERVISION OF: I l I _ . .. ~-r4~·-·· , ~INEER R.C.E. •PUNNING • C'JVJl, JfNClNZ:ffl!NfJ • .IT .tl!l'A'R llff(}(JRrJ.JIS ~ l.AHA"ICAPZ -=-" l.ANIJ SUlWfflNO ~ atm9i'llUC'l'lfJ!t J<.W- 4, .. ,.:,,. fl 1 . '"'' r ~- DATE DATE SHEET I OFl6SHEETS , . .· $J en Ii{) -Ii{) 0 - 0 z OJ 0 J C\..I I LO f<) I LO 0 z 1-u <:( er:: 1-z 0 u a::: w ~ w (f) ~ z ::) a::: r f-- (f) <:( 0 u I I- ~ (f) r .. i 100--- 30 "' . ' . , 20 220 CITY OF NEWPORT BEACH BOUNDARY LINE ' . ' ' i • - ' -i - . i i . . ' . ! . PER SE.PAR/ITE CONTRACT-" <No. 6-34--5) \ ' ' 1--!. p .. i-... A i . ! ' - . . ' j . i ' . -i --' i i -i I \ \ l F I , . . . - ! . ' . ! -! -- t - ' ' ' -- I ' ' -' -i ' I - . . . ! . ' I ! - -' ' -. ! .. ! . . : - ! . . . . ' . ' ' • t·" ------i---------j----i . ( • t • --' f . - I . ! . • ' -' -----•--L•--•••----= -•-• •--- .. t . ' • . I . L U.-'l!T$: • OF '. : CONTRA.CT • NO: '. 5 -55 ~ I : • . . 4 -' ' ! -l . -(E'i(/ $Tl NG. 80.LJTH : C:Of,$T Tf'(LJNK SE'. Wer<e, ' ... C -' i . + ... ' -- C 0 A PER St:PAfl-4T£ CONTRACT (!-.lo, 6 -3-.5-r)( F'H,ASE I) ~CRYSTAL COVE STATE PLAN SCALE I " 4 00 ' LEGEND ®-PLAN 8 PROFILE SHEETS FOR SOUTH COAST TRUNK SEWER PAR!\ . : . : : : . l .. -' ' . . -i . . ! s NEW CONSTRVCT/01!1 I -' . . ! - i - I ----,-----;·· ~ I - - i ! . • - - . ' -i - ' --l -• i ' ' t -' ' • ' . ' ---1 ·--~--------' • -I . I I • . L,. ' ! . t -.... l 1 -' • L: i .. ' • i - I • . ; . . -f .. •--\---------;---' . . t . . ' -' l ' - ' 1 i ! i ---, ' • . ! . 1 . .. 1 ! -· :.~1-~ ~_::::_!_ ::: -•· • ' -••• ·--•• ➔ •••• . ---. -. . . \ . . . . . • - . • . . , ---· . • j· • . ' I. -•• : t:: .. 1 . ~ ~ -.. - - l . : ·: : i : ' . i • 1 + -1 -,__-----i-----+---+'---- ! - • ' . l . I -I -i . •·:••••-!-•'-•·•:•:1•••· ~ . . I • -' . j • - t - . ' -; I ' • ' -- . ... !-j -.• -l .. f ! · · -. t-~--_ ·1: .• .-. · · -: 1 --~ - -f ! . ' l -I - i - l . - , . I - - . . ' • I • ' ' ' • ' I • - --f-------1--~--~---!--·----• . l -f ' ! - ! ------·-.. ----------+------~-_· __ ·_-_]. • __ -_ •• ' -., . '--~--·--~---,.._ ____ _ f i . j . ; - • ' . -' .. i .. I . H . . . . , I . • ' ' -' ' -t I . . . i . . - ' ' f . ! . -, ! \ · -1 • _ ; ; •·----f·~-~-·--.--~--L-----.. ---------'-------'------~--~ ·--•-~--. ....l·-··· -·----·-----• . . . ' . . . . . i . .. t ... ... i l ' i-- I . ' -' • ' l -. --,-' ---~-•-----,-....-,-+---------- . .:. . - - t l ; -. i . f -• I ! .. ' ! . ----··•-------+-----~--1----~-----~-~,1--· •·-• -~· --------·------·-·-----------l---~------~----- -' . i . ' ... l . _-_ -_ -_ --t-' -_ -__ -_ -_ -_ -_ -_ -_,.~••i::=== I G H w A i ' . . . j . . i 340 @ ® :_______..,.. ___ ____::,""'- --r---y ~------1. ____ _.:>,!4:!!_0 __ =·L--- COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 TRUNK SEWER CONVEYANCE FACILITIES,PH n SOUTH COAST CONDENSED PLAN 8 PROFILE DRAWN BY oc THE KEITII COJ'v1I-:I\NIES • ,,.,,..".«1• • .. ,,.-...... SHEET REVISIONS CHECKED BY DATE I ------1·-·-T---+---t.: .. ·::.r=:~ ------ _--:_ --:,-=_-i" ,_____ " -::=: --· +_--- 274 -i----------,-.---·-·---. --I------= . '. L._....:...-- :•c-f¥::c1£L -_ j ·-'--·-.-- : I-• --•:SC .--- • -----+-- "+:--=+--~-·"· ··-I ---r • --~--_ X ).S.'1 VC.P. SEWGR_ 275 ---(3 1...:· -· ---. ----+-- --~---. ~ . ~-·: ·: f ~ ~ -_ --- ----+ ~~ ---- -' +--------.f -' -. -~ . ,_ ···-,-----I - +------+-+'----+---t-t'!='c~ = : i '. i i - 1 f -1 J I _:f-:· ._~_ ---r+ -, ----1 . ---' ·--·-·---· .. ' '-· -,- -----+---,!.:. ______ , ----~-:-· ------,--- -,--· -·+-~·.::. ___ -1-_-- -·I----+-· / J €' 77L. HT ----.I ;\ I 278 ··1-·-····=+· -,. --ao.-. -' ' --i-· -• - - ------. --=-.r::1:=r=c: _ :. __ --_ ····----· ~ ---- \ -;_ __ _ ---;---=::t---------i-----:i . - • _···-1:.=.::=::;:::-:::--_,_·_ _, ··: _· -J·· : .. L::r__:. 281 --l3Z-t(JO. 73 it_ M,H Jv<.?,q (EXIST/HG) --;srA.28/-J,tJ(}.tJ_{) t;_ P.C.lt.- EX.Tl'!AFF'IC BIGN -----------------~-__ , ____ ------______________________ , ..... -- \ - 276 \ \ 279 \\ \\ 277 278 280 281 '--·-t--- ----~):~~-_t_ ___ _::,t_ PleOP. ClCC, over BY orHcRS 282 '-"'$'-'T,'-A,.._-~/"''3""-'f--""''-''---'7"'3'--------f4 Jb!N EXIST. P/1l"'c/\LLEL /34 283 _-r- --' -¥ :-' ---7: ,--.. ------- =lddc4~:i:t=t~.::-••tt==-__==-:c-~• --•J-t, ]cf= --• -------~ + . ~--- -·-.. -·--~ -:--c· .. ------· -~---1 ---' - - .. -·-,-+----l 1=--==1'=-i -·------..1. ·::J:•:··· cLc, -i: ':c-----• :__:I -T CONSTRUCTION NOTES l'fEMOV!=' PI-UG$ AND JOIN WfTH IO" Xe," O!P f<:EDUCef'S. CONSTRUCT OOill!LE 8 " DIP FORCE MAIN REMOVE ABANDONED EXISTING 33" W.M. NOTICE TO CONTRAC'l'OR PROTECT ALL EXISTING. UTILITIES WHETHER SHOWN OR-NOT (INCLUDING UTILITY POLES, TRAFFIC SIGNS;'ETC, THAT ARE PERPENDICULAR TO AND IN CLOSE PROXIMITY OF PROPOSED SEWER MAIN CONSTRUCTION PER CSDOC. STD. DRAWING NO. s-oeo 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 MBTHQD OF SUPPORT, • , ,, COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIF0RrjllA DISTRICT NO. 5 \\ -----------------------~-----------G ~------\ ~-~------~------------------------G----------~!,','!'-J-~'--,__ ______________ _ c; Jo" DIP STUJ:5$, /IVrTH !' -/0" OFFSET 131:!'TWfJ,EN PIPE CEN"TE;<:LINE' SOUTH COAST TRUNK SEWER -PH 11 CONTRACT NO. !5-35-2 DIFO 0 \\ -\\\ -P£R S£;PA1711Tl: CONTR.7tCT (6-35 -D • ~ ( PH.t'-BE I -- [HJ ~ C\J IV) <.!> v / 17EW C0NS7RI/CT/QN (flfA'f,f 10 (CONT!'l:ACT 5-,55 -:-8) , -STA. 132+0533 • l O l~0.13 REVISIONS CHECKED BY PLAN AND PROFILE DRAWN BY <IC DATE THE KEITH COMPANIES ENGINEER R.C,E. •l'lfmm>1R •(;1,"i/ -· ·-• •w-. -•""'8!:r.,,-,..,.,,,11 .,:~' - DATE SHEET 3 oe IEI SHEETS I-_---=-·::..::-:..::..i::_ C 1-,-- i?I/C-7 / Ll ) ' ti f;r'tf'P!-5 / I / 286 / \:· , ___ _,, ______ --,.-/_ 6 ---/- / HYDRAULIC DATA 0r:Ts0 x ol Sf I n d V 1,34 _r;;7' OSB74 O.OLJ f'_l.li.L 3 .. 7f \ / 287 / II DfOC C NOTE: a:JNTOLJF:$ SHOWN ON l'"'L,Al./ UIEW' ~ t'5EF'C!n= P~iSO IMPl"(0</1:'cMENlo TO PG_M Pf?t:JfEC.T 8(/Si/Nt!r '5 I Clf:-/NA-1-/<. I fl PLACE. 28$ / / 1i HOG I ' 2_9\J \ \ / ii ----- / \ ---,-~ ~-- X 14·caooc -~/5'-1~-T -------------1 ----144------- ~ ·---------- / _j_ __ --::r'-+--- , ---j-_ • I --·-•-·--· ---::-"=--3°= CONSTRUCTION NOTES 0 CONSTRUC'r DOUBLE 8 " DIP FORCE MAHI 0 REMOVE ABI\NOONED EXISTING 33" W.M. NOTICE TO CONTRACTOR PROTECT ALL EXISTING UTILITIES WHETHER SHOWN OR NOT liNCLUDING UTILITY POLES,.TRAFFIC SiGNS, ETC, THAT ARE PERPENDICULAR TO AND IN CLOSE PROXIMITY OF PROPOSED SEWER MAIN CONSTRUCTION PER CSDOC. S~'D. DRAWING NO. S-OBO EXISTING UTILITIES THAT ARE PARALLEL TO AND IN CLOSE PROXIMITY OF PROPOSED SEWER SHALL BE PROTECTED IN PLAC:E. CONTRACTOR SHALL SUBMI'.I.' TO ENGINEER ·THE PROPOSED METHOD OF SUPPORT. COUNTY ORANGE SANITATION DISTA ICTS OF COUNTY, CALIFORNIA DISTRICT NO. 5 SOUTH COAST CONTRACT STA. 1341-90.7:S PLAN AND TRUNK SEWER -PH 11 NO. 5~3e-2 DRAWN BY GC TO 144'-80,7! PROFILE 1HE KEITH COiv1PM1ES --•C/ril ,..,,_.. --_,_ -·· , l41til ,u,,~,,~e ·('~-·- 200 &lwr SttW!I G"oora M_, CA 92626 (714) 540-0800 SHEET REVISIONS CHECKED BY DiHE ENGINEER( -R,C,E 4 DAT€ OF t6 SHEETS .... -.±:.-~ t]!~~~~~. ---.. . -····- ---'-·-···· --r -- -.. f --, --i- ----:---_.]. C Ve 0 0 2153,50 'Z A 0 ---1------- --.;--_ __:__J •±=+==== ·➔---- ---'- TA L T /061.9.§ 54Z.0.0'I --+----··· ·,----: -~----_; . - : ----r--=-_.:_~---==--"f'"" f ---J. '.~=-:,-_~¥+- NOTE: 1 • _-; _JR_lj:;\f. -_ H ,----+- f---~- --- I - , __ ,- ' ---- --J- _J ,-----------·· .. -/--, . --":____:· ____ --1.--; -__ J.: ---~--------- T-: ;-.,,._,., f-- ·--'.-\ .. : -= ~--J.------:.-::::-,:: -~· •-- -,_ =t==-_ =-__ =-_-_-(~_ . - " ---- =:=1-===:l====i-'=='-t-:==lt~~cj--cc:f:+Jc:--=jcc_=="cc::+:++=-F=~=-:_;bcc~=·~-~-~--:::,~--_--,~-~~--J : 1 :·:·. ' --+ r.-r--1--, '.-:-!-~;•_-;;___~-=+__;_;__ . --•---' 1 = • -- ----.. j ••••• J •• ! ' ------' _-.i.=:-.-;_--;__ --------'.!'.- ---. -' -, ·----r " -------,-- .. ., . 1----~= =---1 - --- t ,--!S'•;--[,WV:---=!,,5 ;- . -----1------1,f--;--' --~ t ' ' ' t ,-j ---_,--~---_ ---__ . __ ,_ -__ -1- '-'-"-"""' ---. 7;~£' •. !:~:-~-+~~----_ -~-;~~-' _;_·.::-:---- CON'TOUr,3 OH PL.AN VIEN AfsEi f3Ef'V('eE P~OPOSEO /,'vtP!'<:OUEMEfvT,5 TO f='CH. ' --,-1,~ ----:::-::. --.t .: . -------+----·-----, ! -·i-·· . ----,----.. ---- • ~ ~---1---· t --••• • .r-4--· ";;!I' ! -1 --I -,_ ---- I ' - \ ' HYDRAULIC DATA Q r?CIX C S D Sf n d I. 84 ,G7' 0.5874-0.()/,3 rV/.1. --- V .J.,7/ ; --•_!_----"-=-;=J==--1 -----•=-••c±=±.-cc-..! -• ,-E'=,-=J==--.c -------. •,L,c=~- 3 Q%X iST. ELE\f. I NO. f'/9 !Bt./!L.T' DESCRIPTION REVISIONS -1-------. -_ r . - - - I __ .___.:_ __ _,_ - ---i ;L. L .i-£-'i -• {~= -T -. ' • ')-----"-- ; ... J .. ~----:t!•-• f ___ _ •• ' •• 1· -·-· ;:_--- .: t-_ ... " cs APPROVED --~---! •• _. ·----, ---~---'- I > ··t·" • , , l -•·:=' =r=-t=:=t==i==t=~-1f'~--=--~1:~----~-=-·f'~---,::--; ---,_;;;, ' -- ' -~ l -l~~-:c __ :i:_ ;;-;:j==r:=:::; ..... , .. ___ !1-l· ·---------.. . .I :_·_~_-:-~:~t--:_:t-:-_:_J· -•• ;->---______ ---"--:._.: -=i===+--• --~---- DATE --_--' . _, ,------_j ~ ---- : cl - - j CONSTRUCTION NOTES ® 0 COf.JSTl'sUCT 8" QI. F' Gt<:,,<.V/TY SEWEI"'. (SEE SHEET IOA) .0 CONSTRUCT DOUBLE i? " DIP FORCE MAIN REMOVE ABANDONED EXISTING 33" W.M. COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 SOUTH COAST TRUNK SEWER -PH Ii . CONTRACT NO. 5-35-2 ST A. 144+50.73 TO 154-t 715.82 DE.SIGNED BY JHll CHECK€ D BY PLAN AND PROFILE , DRAWN BY 30 'DATE 1HE !(Elli COMPANIES •f'i,in>il"/r •C/r/1 ~,,~,,~, ... ,_,,,.w,.,,.11,,~ . ,,,,,,;s,-,,,,., 'J"t/Jl;;;<Jl/f> ,r,,,,,,,,,,,.,,.,~ ... • c"on<mlV'-?'1 11r.'7~!Jff""'" 200 Buker-S~t. Co:;taM<=. C.\92626.014) 54C4080Q DATE SHEET 5 OF 16 SHEETS ( ·• EXIST. ELEV. 61.0 PRE/3$/JfirE CViSB a5D ' 304 306 HYDRAULIC DAT A SEGMENT Q~~x D s n d V , M.H.#tO ro M.H.# II I. I 2. (.0 O.Of4V o. 013 ,00' 4,1!4 . - 0 ,. EXIST. ELEV. 5-3 .. 3 CON7VU,RS ON FU<,N U/E/N. !V':e /51':':FOF:E Pl"'.OF06ED !MFre:.OVeMEN P3 7C F.'C.H e EXIST. ELEV. 52.1 309 EXIST. ELEV. 68 .. 5 310 311 312 313 .GQ 40 PRiJr)t.lL,.•.•: .. Hefl? l'Z . ;"f;; :.fo , . ··•. ··•· //:€):?7',: . l':'f' if:~: 314 PLPN 1",,40· EXIST. ELEV. 27.61 CONSTRUCTION NOTES ©' 0 © @) ® CONSTRUCT 12" DIP Gt<:A.Vr:rY sewEt<:. CONSTRUCT OOUBLE 8 • DIP FORCI! MAIN CONSTRUCT 8" DIP CONNECT TO M.H. PER DETAIL SHT. 11 CONSTRUCT 60" I.D. MANHOLE PER DETAIL SHT. (I CONSTl":UCT 78" I.O. MANHO/,...e FE~ DETAIL SMT //. - " -1 coNSTr.UCT 8" DT.P G,RAV/7Y sewers (GEE SHEET IOA) NOTICE TO CONTRACTOR PROTECT ALL EXISTING UTILITIES WHETHER SHOWN OR NOT(INOLUDING' UTIL!TY POLES, TRAFFIC SIGNS, ETC. THAT ARE •• PERPENDICULAR TO AND IN CLOSE PROXIMITY OF' PROPOSED SEWER MAIN/CONSTRUCTION PER CSDOC. STD. DRAWING NO, s-oeo EXISTING UTILITIES THAT ARE PARALLEL· TO AND IN CLOSED PROXIMITY OF PROPOSED SEWER SHALL BE PROTECTED IN PLACE. CONTRACTOR SHALL SUBMIT TO ENGINEER THE PROPOSED METHOD OF SUPPORT. SHEET 6 ENG!NEER'--./ R.C.E. DATE OF .16 SHEETS r r, o ,/ /A j!;XIST; • ,,,-✓'' • '30:'¢, WATE:R • • .. / 314 !II EXIST. ELEV. 46.7 ' 7.:: u .R V E D 0 L', f< ,L, T rl l •. _ts;)~ 6' .£1' • '~··.•'°",;,·;··~· .. t$',· -.·.•.· ••.•••. : '' ' -' ; '(""' .. _ . . ,,, . ,. . ., . . ' -, , • .... ,' &,,. •. ·.~ 315 ! T 0 -23$u•·3r'·· 275:Z,56' l/l4s4l 5G4,74 - HYDRAULIC DATA SEGMENT Q ~(l)( C S ,D I S,✓,j;,j n _M..H. ""I I TO Mt1"1.S o.9-!J f.O' !O.l10S2 i 0.013 316 d_ V ,4e • 3,Q/ "EXIST. ELEV. 91.6 \ \ ' . ,,,, 317 318 319 CD " EXIST. ELEV. 112.2 "'EXIST. ELEV. 114.5 EXIST. ELEV, I 12.2 ., I 100 • /00 & Ii fJJF:'ffel't cur ©R @Pv+:rto:f>J,11,&:.~JO" -• TUN'Nl:ELJNG ClJ/W!trf!fUCiTCJ/fll------t+--.c..c..._ ' : . ·-•-'·· ,.. • " '·· " .. • . ' 320 321 • ,r lHI D lHI 80 322 323 :z .fl.5 /f!;.J!lT CS 0 © CONST.RUCTION NOTES CONSTRUCT 12" DIP G'f<Av'/71/ 51=r,11=r:. CONSTRUCT 6"DIP CONNECT TO M.H. PER DETAIL SITT:. 11 .':+ii' CONSTRUCT 60" I.D. MANHOLE PER DETAIL SHT. l.l. CON.,"'T/'<UCT ?P" r.o MAAIHOLE Pl=!': DETAIi-SHT. //, N'OTICE TO CONTRACTOR • PROTECT ALL EXISTING UTILITIES WHETHER SHOWN OR NOT (INCLUDING UTILITY POLES, TRAFFIC SIGNS, ETC, THAT ARE PERPENDICULAR TO AND IN CLOSE PROXIMITY OF PROPOSED SEWER MAIN CONSTRUCTION PER csooc;. STD-DRAWING NO. s-oeo ]j!~ISTING UTILITIES THAT ARE PARALLEL TO AND IN CLOSED PROXIMITY, OF PROP.OSED SEWER SHALL BE PROTECTED IN PLACE. CONTRACTOR SHALL SUBMIT TO ENGINEER THE PROPOSED METHOD OF SUPPORT. 200 !:'l4k,:r St,wl, Cos/a Mesa, 0 Y2626 {7h) 540-0MO 1 ,qs eu1LT sK cs "-'--'-''-" DESIGNED s, DRAWN sY 1 l-'-''""'-li..:..:--"--=-.=-:.---------+---''-...:::.... ~ JHS Ge I I I · NO. DESCRiPTION APPROVED DATEt,-...;;.;...;-__ +_.:..;:c_-1 /'),-;,,,-/1~-- SHEET 4-8-'?Z 1 1,-'-'.c.;J'-------__;;-=-.;;...;..;,;_;_R;..Ec..V_I_S_I O __ N_S _ _... __ .;.__;_;;_ ____ :c,t CHECKED BY OAT E I'-----o ENGtNE:Er( H.C.E. DATE OF )& SHEET,, / (, { J_: __ 1==-t l ---+--t _, ' I -, , . ---- -' -l--. .... -~- """ --~ . II «> EXIST, ELEV, 117 --+-- --1 --~-~ -~-~~::~~ ~~::i'r~v 'n c~=~; J ··f·::.-; - ., - - _, _______ . ----· ---' ':c:·c:c-,: -: ------:-:-~ -.:c_ -f --' -- :;_-_-_:"~---~~~~------~-!-•• __ ;·:__ :~~~~t--~: . -··: ::.--. -=~-·-:·~~.'.'~:--~'. • ---~-;--·-·---_;_ -• •• . ..::::.±:.. -_,_ --- • • '····-· ;:-:-:J=-+----:,_,=t-=-- . . . ' ---: ---- r t=i-==:::::!::=::!:' :___--:___-' y:. I -'==i==!'=J- ···------. -....,....-----------,-··t:_~~ ---,---- • _ ___:__ --_t _____ ~·: - l--=+-. .J" __ -" 1 • I I ------' ___ :;_ l , !~@d='. '··-·:· ;-·-. ' : --'----! - -_ =-t ,b:-:--~ -f ------,-___ , ··-... 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Se'PA!'r/17"£ CONiMCT I ¼- _NEIV 12"0.J,P, C'/f";,A.Vf7Y S£W£R ~EXl5T. /8"/'CCP ;'F'Ff?;:)X/M/1,/"/= LfM!T OF' AOIV'-IOONE!O 35" JNATl=R, MNN /'<EN/OVAL_ ----4--~-------'----- II Ii N.44' 26' 31" W HYDRAULIC 325 \\ [X!Sl <t;; J TA,3Zs:i-11JJJ! \\ ' 326 327 \\ \I __ _.,__ -----6 --IL ------------------------(3 ----------------------- \ \I .> \\ 1\ DATA 328 II Ii 11 ---G -------ll--ij '1 I ii 329 331 332 -------------------,5--- ------------~----- X ,-, ------- S<l6T. T.P 333 -i-- • • I ----l--+---1- +----+----+-+-:: :-j -r ---- !'=---: '1 ' -:-_-.::;~----~----r • -::..,::-::--::--:+.--::-.-. --· F -------------- - -•• -.--l -, :-----+----- --j ~-1 ~=~r-r f --= i _--~ I -i ~=i==l=-ct==t=-1 l i +~-:~ __ le --+-.:-~: ---' ---- 0 ® . ~" " --t-·-=t· ~~ •• ·1 _ CONSTRUCTION NOTES CONSTRUCT 12" DIP Gf"AV/TY 13t=;NEI". CONSTRUCT PER DETAIL '8" DIP COIDIECT TO M.H. SHT. 11 REMOVE ABANDONED EXISTING 33" W.M. (/l"'OPl=N c<.JT) ,- CONSTRUCT _7ew I.D. MM'HOLE PE~ iJE'.l.'AIL SHT,. 11 ' --1_ __ • NOTI~E 'TO CONTRACTOR • PROTECT ALL EXISTING UTILITIES WHETHER SHOWN OR ,NOT (INCLUDING UTIL,ITYPOLES, TRAFFIC SIGNS, ETC. THAT ARE PERPENDICULAR TO AND IN CLOSE PROXIMITY OF PROPOSED SEWER MAIN CONSTRUCT-ION PER CS DOC. STD. DRAWING NO. s-oeo 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. COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 SOUTH COAST TRUNK 'SEWER -PH 11 CONTRACT NO. 5-35-2 STA. 174+49J4 TO 184+49J4 PLAN AND PROFILE Tiffi •Cil'/1 ~,,~.,Ir •-w/J1r11</1,n, ,,.,..,,;-,µ, -~""' • /"'ld'it•"""~R SEGMENT Q~fmox D s n C S d V IP KEITH C011PANIES • ~•o•"'""-'""' 1/~J-/H-nJ Mli"'IG TO M/-1 11 1'7 0.74 1.0· 0.0020 0,0/3 ' ,48 ' Z-00 , r:;s Bl.I/LT s J;: cs ,:,, oEs,GNEo sv µ~,l..:.(.::::._;:==----------.P::-'-:'f:c-:;,_;;'-'l'--:-'"--'--1 JH$ NO. DESCRIPTION APPROVED DATE REVISIONS CHECKED BY -.~,..,.,,,_".-• -------------------- DRAWN BY GC DATE 200 lkllter Stroet. CC!lita Me.lei. CA VZ6.z6.r714J '!40-080() SHEET 8 DATE OF lq SHEETS I,, ., 1---- .. j-r-__ -,---+--- f -:c+-, :~~ ----, ·--=--< 3_34 X qj HYDRAULIC DATA SEGMENT Ogwx C S D s n d V MH" 17 TO Mlf""t?O 0, 74 1.0· IJ.00!.0 0,0/3 .:1-13' .. l,00 ,, -···--· -. . ---- --+--=-----·-.~--: -·-· I --j---~ . --1----" __ . _ ____,___ --t ----------·- ---+ - TA r -34CI.SS ---~--~-- NEW /.2,"DJ,P. .. . _. _-J=-:-=:i-----••• -L----, _-_ ~ 1 PROPOSED CU/?8 PEIi / _sePAl'!IITE CONTRACT -- --7--_. -·--·-·._."::T~~ ---+ ____ --··-' , l'B'!J-tQ<i/_4/f;!. ass+ro.34 i M,H. N9 /ta fB !E P.(H. ,1' I, F Qr 8 ".OJP · .f'Tl/8, FL 8.3, fi'l'! I $,C,005-PLUG £NO IHI ----__ -_j-_c_ ; "--'-:--:· ... ' -__ \ ___ , . -------1---.. _]... -~--· t. ·-~---+--,-----. ------,--- ---, · l · -::: .:: \--.,~ _-: 340 341 --------- NCJ77;':: coNTOUR6 ON FLAN UleW ,A/'<E t3en::Jttf;e P/'<'DF06l=D /MPF?OVl:=MENTc! TO 1""t::.H. -• -----------. -.. _;-·: __ ::::c -------·---.. ➔ --• f--• - --1---------)_ -• ·-t ---1--::------:-i:-:-----:--::-- ' ____ ,_ --:-- t-. .-·-- - -".;::....:. -----·-1 · _:~ .~=.-.:-r-.,-~--=-~::=---:r--.=. --_f--.-----==------+:::...:_ ·!_; --------<--------f-____ , - ' = -, __ ~=_J_. .. ~ ·--1-:-=---:~---:~ ---j .-----::_-~:: ---;~--- -., ·----1 -• -r---·_J __ :. ---.,,-. ' ' -1-·-··· ---, -, - ---... ., ------------ ----->-------- -' - -'"1' ---j---~ =-:1:c===t_= __ = __ =;=_-_. -: __ -,_--:-,,;~::::::~::::::j-. "(-::--------~ • • . ----1 --~: - -- - - --, -~ :---,--~;_ ... , - - Ne;v 12 ''.o. I, P, Gf"/l!/17YS£fVeR . ---\ _-+----------1-__ ; • 0 r----~-~ ~ CONSTRUCTION NOTES CONSTRUCT 12" DIP PLAN 1"=40' REMOVE ABANDONED EXISTING 33" W.M,(fF Opl'=fJCUT) CONSTRUCT 7£" I .. D. MANHOLE PER DETAIL SHT. 11 CONSTRUCT 8" DIP CONNECT TO M.H. PEI<: DETAIL s~.-,-ff NOTIC_E _1'.0 CONTRACTOR ~ . PROTECT ALL EXISTING UTILITIES WHETHER SHOWN OR NOT (INCLUDING U • ILi fY POLES, TRAFFIC SIGNS, ETC. THAT ARE PERPENDICULAR TO AND IN CLOSE PROXIMITY OF PROPOSED SEWER MAIN CONSTRUCTION PER CSDOC. STD. DRAWING NO, S-020 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. N.52' 18' 51" W 343 342 COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT N0.5 SOUTH COAST TRUNK SEWER -PH 11 CONTRACT NO. 5-35-2 STA. 184+49.14 TO 194+41.79 PLAN AND PROFILE 1HE KEITH COIVIPANIES •P/'""'"'11 ,f:1,.,, E,ig"""""H •.'-'<1,,/0<//•T'/! • Wnn,,mp, ~"" •l.mulSJm~,mf •errn,,n,a,o" :1arnw,,_, JOO~ .'>/mlt Crura ~ CA 92626 (/14) 54().()80() /l5 e,'.I/L T St\ CS 1/6, o/'t-DESIGNED BY 1-'-._.-!-!=-"'==-'-------------+--~---+=-'-'c.t H DRAWN !:SY lie: I .!t:::-kL 4-f!-o/? SHtET NO. DESCRIPTION APPROVED DATE REVISIONS CHECKED BY DATE ENGINEa'fv' R.C.E. •• DATE 9 OF 16 SHEETS ------ -~~-- ,_ -~--i . + ~ - ,-~-~--~-. -l----1~- ~1:~ I+--+--""+-- I 6J SEGMENT Qmcix CTS tJ,74- J/ D s n d V 1,0' 0.0(),20 a,;,g' z.ao Jr .. IHlD JHl • ·i- .:··-"'"+-i-'---""'_+-_-}~+-\-···•-· •;-I-•·•· ----..... -... -------- i ~--t -----~-- " • • ----=-=::.:...~: --~__, ---·l-= --~-:-::;-_:____:~-::_;_: ,---------'1==--=-==~::::t=s±~~'=-• -·~-+-----+····· •• ''' --,===~=+'---"'"'---"'"+-==·=·=·=-·=--1 -~--+-==-:±-:±-,--:-~ ' t ---·. --• --~--- ' - ='E±---d==l=+~+=Hi'='=' __ -±,"=cc_ +:-8£1-S-E..:+••_-, ,_ - f - -.-; ----. ' --· .. . --. ' --... -·'· -- .. er-~ L _____ i ··_ ~--·-r ···r -------::-=-=--,_ -.;··· - '• ____ ·f, - ---~· -' ~-!··· 1 • ·t ·-·•· --~-----· ' ' ---< .. . .J - .35' or B-'-' VC.P. f __srue l''L = ac:;,.47 ,5~0.QCJ4 PLUG £N,O .&,; -G_ALVA.NIZED PL OVER ")M.H. IN CURB & GUTTER J ff :3 BUIL.T S &Jlt.,T DESCRIPTION REVISIONS s ---< ._-+-·-·+·t.··-_!::_ __ ·~·~·-;... __ L __ _ CONBTF':UGT 78" I.O. MANHOLE FEF; DETAIL 8f1T /I CONSTRUCT 12" DIP Gf<AV/7Y $eWe,R, 0 CONSTRUCT 8 • VCP, CONNECT 7V M.H-!°!=l's DET-$/fT-II €~) Rli:MOVE ABANDONED EXISTING 3 3" W. M .(IF' oeetJ CUT) (lL) C1)NSTRUCT 60" I.D. MANHOLE PER DE'c'AIL SF.!'. fl. _ (;) CONSTRUCT S" DIP, C0/11\/ECT m. M.H-PEI": DETAIL. SHT IJ NOTICE TO CONTRACTOR PROTECT ALL EXiSTING UTILITIES WHETHER SHOWN OR NOT (INCLUDING UTILITY POLES, ;fRAF'FIC SIGNS, ETC.~ 'rl'IAT ARE PERPENDICULAR TO AND IN CLOSE • PROXIMITY OF PROPOSED SEWER MAIN CONSTRUCTION PER CSDOC, STD. DRAWING NO. s-oeo EXISTING UTILITIES TF.AT ARE PARALLE:C TO AND IN CLOSE • PROXIMITY OF PROPOSED SEWER SHALL BE PROTECTED IN PLACE. CONTRACTOR SHALL SUBMIT TO ENGINEER THE PROPOSED METHOD OF .SUPPORT. DATE COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 'SOUTH COAST TRUNK SEWER -f;'H -11 'CONTRACT NO. 5-3!5-2 STA. 194+41.79 TO 202+66.79. DESIGNED BY -CHECKED 6Y PLAN AND PROFILE TIIE KEtrn: ffi11PANIES .,,.,.., •Ch-ti -·-·-·-.i,,,,.,-;.,,,....,.,i ,c.,,..,,,«lk>r! -200~5-. C:os'<tM-. CA926.M(l14) 540--0800 CRAWN SY GC DATE DATE SHEET 10 OF I6 SHEHS !Bl!Eli\'ICIXI rv~b\~~ ORANGE COUNTY SURVEYOR BENCH MARK R167 2.0 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT.) FROM THE POST OFFICE AT CORONA DEL MAR, AT THE JUNCTION OF A PAVED ROAD LEADING SOUTHWEST (DOWN HILL) TO CRYSTAL COVE; ON THE SOUTHEAST END 0 0 9 OF A DEEP HIGHWAY CUT, ON THE EAST SIDE OF A CLUMP OF SMALL EUCALYPTUS • TREES, AT AN 18" CORRUGATED METAL PIPE CULVERT, 62 FEET WEST OF THE CENTER LINE OF HIGHWAY, 40 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 21.7 FEET SOUTH OF THE CORNER OF THE 'L' SHAPED HEADWALL OF THE CULVERT, 5 FEET EAST OF A 5 INCH AND MOST EASTERLY TREE, ABOUT 2 FEET HIGHER THAN THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. ELEVATION: 69.985 ( 1976) CALIFORNIA COORDINATE SYSTEM ZONE VI: THE LINE BETWEEN O.C.S. MUSTARD 2 AND O.C.S. PELICAN HILL BEING N. 30' 16' 05" W. LIMITS OF EASEMENT RIGHT OF WAY SEWER LINE WATER LINE GAS LINE ELECTRICAL CABLE TELEPHONE CABLE STORM DRAIN SEWER MANHOLE PROPOSED SEWER LINE EXISTING RIGHT OF WAY ----- -E- -T- I CONSTRUCTION PLANS FOR: I SOUTH COAST TRUNK SEWER FROM P.C.H. (SEWER STATION 281 +05.00 TO STA 351 + 75.00 S~ATION 132+05.73 TO STA. 202+66.79) CONTRACT APRIL• NO. 5-35-2 1992 lUl ii" ll l!.. ll ii" V CALTRANS ELECTRICAL INSPECTION CITY OF NEWPORT BEACH CALTRANS PACIFIC TELEPHONE CO. SOUTHERN CALIFORNIA GAS CO. SOUTHERN CALIFORNIA EDISON CO. GROUP W CABLE CORP. UNDERGROUND SERVICE ALERT LAGUNA BEACH COUNTY WATER DISTRICT GENERAL TELEPHONE CO. IRVINE RANCH WATER DISTRICT I? ll=3 0 li\'I IE L\'I O. CO li\'l 'if' b\ C ii" 213-620-2030 BOB CURL 714-644-3011 PETE ANTISTA 714-639-6851 LARRY KELLERMAN 714-259-4487 PAIGE BLOUIN 714-634-3122 JOHN GILPIN 714-895-0203 BOB ACHZIGER 714-54 7-3303 CHARLIE ROMAN 1-800-442-4133 714-494-1041 JIM NESTOR 213-'404-4200 JAN SMITH 714-476-7500 JOHN Mc ALPINE ll L\'IIQ> IE l! 0 IF S IXIIEIEil" S SHEET NO. DESCRIPTION 1 TITLE SHEET 2 CONDENSED PLAN AND PROFILE 3 SEWER STA. 132+05.73 TO STA. 134+50.73 4 SEWER STA. 134+50.73 TO STA. 144+50.73 5 SEWER STA. 144+50.73 TO STA. 154.75.82 6 SEWER STA. 154+ 75.82 TO STA. 164+66.74 7 SEWER STA. 164+66. 74 TO STA. 174+49.14 8 SEWER STA. 174+49.14 TO STA. 184+49.14 ' 9 SEWER STA. 184+49.14 TO STA. 194+41.79 10 SEWER STA. J 94+41.79 TO STA. 202+66.79 10A STATE PARK CONNECTION 11 MANHOLE DETAILS 12 MISCELLANEOUS DETAILS 13 TRAFFIC CONTROL PLAN 14 TRAFFIC CONTROL PLAN 15 TRAFFIC CONTROL PLAN 16 TRAFFIC CONTROL PLAN 1. ELEVATIONS SHOWN ARE IN FEET ABOVE THE U.S.G.S. MEAN SEA LEVEL DATUM. 2. EXISTING UTILITIES AND POLES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. 3. UTILITIES CROSSING THE PROPOSED SEWER CONSTRUCTION SHALL BE LOCATED AND EXPOSED BY THE CONTRACTOR PRIOR TO EXCAVATION FOR SEWER. 4. ALL SUBSTRUCTURES SHALL BE PROTECTED IN PLACE 5. ALL MANHOLES SHALL HAVE ECCENTRIC CONES TO CLEAR PROPOSED CURB. CO 1.\11 S ii" 1PJ lJl C ii" ll O li\'I 1.\1101' IE S REMOVE PLUGS AND JOIN WITH 10"X 8"D.I.P. REDUCER CONSTRUCT 12" D.I.P. GRAVITY SEWER CONSTRUCT 8" POLYETHYLENE LINED D.I.P. GRAVITY SEWER CONSTRUCT DOUBLE 8" D.I.P. FORCE MAIN CONSTRUCT 8" D.I.P. CONNECT TO MANHOLE PER DETAIL SHT.11 CONSTRUCT 8" V.C.P. CONNECT TO MANHOLE PER DETAIL SHT.11 REMOVE ABANDONED EXISTING 33" WATER MAIN CONSTRUCT 60" I.D. MANHOLE PER DETAIL SHT.11 CONSTRUCT 72" 1.0. MANHOLE PER DETAIL SHT. 11 CONSTRUCT 48" MANHOLE WITH BOLTED COVER PER C.S.D.O.C. STD DWGS. S-050 AND S-054 FOR A=48" RECOMMENDED APPROVED: • DESIGN MANAGER C.S.D.O.C. Tf'lOMAS M. DAWES DIRECTOR OF ENGINEERING, C.S.D.O.C. THE KEITH · COMPANIES • PUNNJNC • CIVIL J:NCINXIRJNC • r.A!'Jfll RSSOURC.ES • UNDS<:APJt ARCHJl'=t!Rlt • I.AND SURYIYJNC • CONSTRIJCTION J/ANACnaNT <,-/.!C,-IJ"l ·-l . ..__ DATE ,;,--J,✓,-fz-~ DATE =:Q 2995 &dhUl Awnut Co/JIG Mesa.. C.A. 9262fJ("lf,f J..ii./0-0800 PREPARED UNDER THE SUPERVlSION OF: SHEET ~ ~,G. I 4-8-92 flN~INEER R.C.E. DATE OFl6SHEETS -- ro (j) lO I.D 0 . 0 z (]) 0 -:, C\J I LO r0 I LD . 0 z l-o <( 0:::: 1-z 0 u 0:::: ' w 5 w (J) ::::i::::: z ::::) 0:::: I- 1- (11 <( 0 u I I- :) 0 (J) , . ' . .... : · 1 · . . . I . . . . ' . . . . . . . J . . . . . . . . ~ . . .. . i . . . -. . . . . . . . . I . -. . • . . . . --. j l - . ' • i . . . . i . . . I i - --------·--·-- - ---------t----------.--------·· . . I=··-······---. vv . . . , I ' ' . l .. . j . ! . ' . --. ·--------· ------··----'--· --------------~--------- ·7-0 --------.· --. ·•----------- . . 60-- i . . ( .. , .. ' , . I . , 20-220 ----------·-·-·----------- BOUNDARY LINE ------- ;t. l ' .. . . ' ' ' ---,--- . . I . I • • j I ... ' . -. . - - - . . l . I . . . . . i . . ' . . l . ' • . . -- I ! . . . ----+---------,-----------..l.-.-------+-------~.---~----,-.- . -i ' • ' -' ... ' • ' . ' . . . . I . , • ' • ; .. . ! : .. . . . j . I • • • • • ,_ . -.. -..... • . . • ' . ; . ---~~-------... ·------------. • • 1 ' I ! . . . t . ; . I ' • : 1 . . .. J . ' . . . j . i . . ... ' , . I . .. l .... i . ' ___ _______..j. ___ _ ' .• . , . I • •. • i ' --.. ---- • I• ' t ' • I . ! i . I . j • ' . . , ' I • • ' -+ ... • ' • -• • t . . . . . . .. I • ; : ' -i... f.. i- -+--.----------•-------------------+-----t-----------~---, . . ! .. . . . . . 240 i --=~ ---~ I F I C i . • - i • l . ! . ~CRYSTAL ! . i . . t . . . j. • I I t I -• I , .. . . . PER SEPARATE CONTRACT (f/0. 5 -35-!)( F'HASE I} COVE STATE PAR!\ PLAN SCALE I .. = 4 0 0 ' LEGEND ®-PLAN 8 PROFILE SHEETS FOR SOUTH COAST TRUNK SEWER ' . . . • • • . . 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Gfer,V/TY SEWE!"': (SEE SHEET /OA) CONSTRUCT DOUBLE s "' DIP FORCE MAIN ----REMOVE ABANDONED EXISTING 33" W.M. COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 SOUTH COAST TRUNK SEWER CONTRACT NO. 5-35-2 ST A. 144-t5O.73 TO 154-t 75.82 PLAN AND PROFILE THE KEI1H COMPANIES •Plmmo,-~ .r;,,,/ Hr,1'rffl"T"R • '"'"'""''" "'""''"-"/><' ~., .. ,.,,,,,.. •1,.,,d'<m1'0.n~ '''"'""""''" 1/a,oa..-no,,,r 200 Baker :,r,wt. Go,la Mesa. Ll 92626 (?/-1) 540-/Ji100 SHEET IMIW /A·V NO. DESCRIPTION APPROVED DATE DESIGNED SY JHS DRAWN BY GC 5 REVISIONS CHECKED BY DATE ENGINEER('.-R.C.E. DATE OF 16 SHEETS I ' ' ' ' ' I 304 305 -' -'' ' . . - ' ' ~-~~ . • -HYDRAULIC DATA SEGMENT Qmax D s n d r,f<a HH.#fO ro M.H.# II /. /2 , (,0 0.0(40 0.0/3 5' ... a . a:: ••• -~ LL1 ' j( b -~· -' - V 4.M ~ 61 m 307 NOTE·· CON7VU~8 ON PLAN U!EW. --\..--· /'-l'<E /5EFOF:E P/"?OP,OSED tMPl":OVEMEN7.S 70 F.C,H, ~ COAST 308 309 310 \ j \ ij 311 312 313 314 PL,AN ·_ l"" 40' ---0· -CONSTRUCT 12;,-DIP Gf'!ACl(TY SEY'll=R , 0 . C:OllSTRUCT _ D<_>UBLE 8 n DIP FORC:E lU.IN , _ ,. _ _ © '@) -® CONSTRUCT 8" DIP CONNECT TO M.H. PER DETAIL SIIT. 11 CONSTRUCT 60" I.D. HA.HHOLE PER DETAIL SHT.f/ CONST~UCT ?8" I.O. MANHOLI= FER DETAIL SHT. fl. ® , CONESTl"<UCT 8"' 01,P. GPAVrrY Sl=Ni=F?. (Gl=E= SHE/"':T IOA) NOTICE TO CONTRACTOR PROTECT ALL EXISTING UTILITIES THAT ARE PERPENDICULAR TO AND IN CLOSE PROXIMITY OF PROPOSED SEWER MAIN/CONSTRUCTION PER CSDOC. STD. DRAWING NO. : S-080 EXISTING UTILITIES THAT ARE PARALLEL TO AND IN CLOSED PROXIMITY OF PROPOSED SEWER SHALL BE PROTECTED IN PLACE. CONTRACTOR SHAtL SUBMIT TO ENGINEER THE PROPOSED METHOD OF SUPPORT. / SHEETS \ i I - 314 ' --. I -- I ~ 315 = /6G:+1.3:sa t M.H/2_><asc :::_a 31.s,oo;oo t P.C.H --- _ C U R V £ •• D A TA HYDRAULIC DATA -D n /.o· 0.00S2 0.013_· 316 317 318 ---· -- //_ ---... - _q5J - • ·--I -- 319 I ----- \ NOTE:, CONTOUr<,s oN FLAN C/IEW /V"'e l:3Er'C)F:E F'ROF'OSE;D _ tMFl'<'Of/CMEf-/T-S 7b F.'C. ff. _4LF OF a"oJP. -1c __ __ : STU/3 FL.. 76 .77 _S•0.005 PlUG ENO 8 ~ ~!l; "~ 't ¼" .. i.; ~ -w ' 320 -·------ _) ' PROP. CI.CCT. oucr. BY OTHC:RS 30"'WA7'e~ MAIN -' I ' ~ 321 ---•1- ------ - L \ 322 ) --,7-z_-+-.99./4 2:M/1. 14-= 321!+00,34 j P,C.H. • te I 323 . - , I -1/ --w---- NEW IZ"O.I.P. ~vrrY S£Wt:R' \ 5 ~22 ___ __;_ -\ ' ij ,I co 0 < t-.:.110:: ·,J: ·Lu (/) :t; s: Lu ~ Lu Lu 0... (/) (/) ~~ CONSTRUCTION NOTES • I CONSTRUCT 12" DIP Gt"AV/7Y 6/=.f'/1=~- CONSTRUCT• ,:,"' DIP CONNECT TO M.H. PER DETAIL SHT. 11 ------ • , 0 CONSTRUCT 60" I.D. l·IANHOLE PER DETAIL SHT. if. I, ® C0NST/'i:UCT ?f3"" I.0. MA!vHOL.E r='E/<: DET/\11.. SHT. //.' NOTICE TO CONTRACTOR • PROTECT ALL EXISTING UTILITIES THAT ARE PERPENDICULAR TO AND IN CLOSE PROXIMITY OF PROPOSED SEWER MAIN CONSTRUCTION PER CSDOCi STD. DRAWING NO. s-oeo EXISTING UTILITIES THAT ARE PARALLEL TO AND IN CLOSED PROXIMITY/ OF PROP.OSED SEWER SHALL BE PROTECTED IN PLACE. CONTRACTOR SHALL SUBMIT TO ENGINEER THE PROPOSED METHOD OF SUPPORT. COUNTY SANITATION DISTRICTS OF . ~ ;;-~-ORANGE COUNTY, CALIFORNIA :J O -~ DISTRICT NO. 5 ' :c lO + SOUTH COAST TRUNK SEWER ... , ~ ti)~ CONTRACT N·o. _5_35.::2. ----105'. --· '-----I ' ·~ c;;c C\J -ST ,A. IS4,i,66,74 TO 174,i,49.14 --- -_1--::__---=------1=--'---c:°'r---='==---=c. --=:---==--=--i;,;:;;;;_F-----------.~~~aa:::::~~=~;;;;r=JL. ~:::....1'1)-'l'"""....J,~---_· _ __!P..!L;.!A~N.!..!:A~N:!.!:D~P~R~O:!:F.!.!I L::.!E=-~--~=Ji ~T ' rn THE -~ .... , e__ -- .,..,, Fe,~,c,,("£ KEITH :;;;.:::~ , COMB' 1\ TIES :::.:·:.:;;;"• .l"l.l 'I ' ;1,u, '"'"""' "R---+--------~-l---l---11 o----i--------'-'-------t---=-....::.:..:i--'-'-".c....11- - 200 &,J...,.. Sln'<1 Qi.<ta Mc,.-,, C~ 5,J()J(j {71 ,) '540 ()800 SHEET 7 DESIGNED BY DRAWN BY k ~N.!:'.0.:..1. L ____ D~E:..:S~C:!:R~IPc:_T~I 0~N~ ____ l..:A~P~P'.!!R~O~V_!:E£D.1..!::D!::A!!TE~r=::JH:::S'::-:::7--::-:-:G::,C:::__7 1~ L;_:_ 4 -8 -C/Z REVISIONS CHECKED BY DATE ENGINEEFU£ DATE OF )6 SHEETS -. / -- -·--j . " _ _] __ _ ! • ·:.1 . ·.·, ,: ;~ 00= ' • I..:_• -----, '-1'----j-.. I - --_ .. •- .•••• . > +,,.. ____:_j ""j ' ... "' --=---· r -=---- ---1- ,.,_ . '" ___ ,....,,. .. -"" ... - . ------t--/ ' • ·I, ".J:; - I . . 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DRAWING ,NO. s--or::o 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. 35" /IVATE!f"', MAIN \ ' • ,---J() \ ' ' \ \ \ \ 353 I ! / COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO, 5 SOUTH COAST TRUNK SE\nJER CONTRACT NO. 5-35-2 ST A. 194-o-41.79 TO 202-o-66.79 . DESIGNED BY PLAN AND PROFILE 1HE KEITH COMPANIFS ·-· •ctn/ Cn~~ ·----· ·ut,ld,un..,.,.,~ '°""'""''""' -JOO~ Snw!t. Co5ta Mesa. C.. 92'M61714} 540-()800 1---+-----------------+-------+----ll . JHS NO. DESCRIPTION APPROVED DATE DRAWN BY GC .,., "'2 SHEET ,. . , ,~ __ ,,_,,__:. 1--.9 -7 ~. 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OF PARKS & RECREATION SEWER SYSTEM 297+00 298+00 299+00 EXISTING 27" DOMESTIC WATER~---------------- R/W---.,. 299 "- - G \·V ewe _,./" ---_i------1-- STA 299+97.00 (i:, M.H.# 25 - 13 ·_ 299+85.90 't p .C.H. ---299 13 -' i ---------PAC\f\C -- CURVE DATA 0 DELTA RADIUS LENGTH TANGENT 0 22°00°46" 2159.50 829,67 420.01 0 ! I I I 300+00 301 +00 302+00 303+00 304+00 305+00 306+00 307+00 - 300 ~ 300 - 0 0 "' ----------- 301 301 / PROPOSED DOUBLE 8" D.I.P. FORCE MAIN -__ (SEE SHEET NO.S 6 & 7) ~""=:::::- -------- --------~ ---Jl 3QJ . ,r ____ _ 30',/:--:__ w 0... I.() 0... 0, I.() 0 I- EXIST. 1 O'X9' -----\ \ CULVERT \ COAST ' -- Os (0 "' O:'. " ---.:.· - 13 STA, 't P.C.H. J04+oo oo It JI 303+ 77. 79 H.#24 303 11 ' 11 I~ II - 11 - -- 304 -' EXIST. 24" S.D. ---. I.() ('.j I.() -- - STA. 304+23.67 E.G. = 304+00.81 ct_ P.C.H. -J___ -,----. (0 (0 --• -r--- CRYSTAL COVE PUMP STATION SITE (PER SEPARATE CONTRACT) --- I ~I --~SCE- --w ..:::: r.' -7 '1'.. P.C.H. STA, -306+ 71 86 l 305 = J06+49 oo· r. M.H.#2-3 + -----L • l'.. P.C.H. 13 -• I 3Q6 ------.:-:.:;:, R/W -- , ____ _ -- I I STA. 307+22.21 (;; M.H. #10 = 306+98,99 j:_ P.C.H. (SEE SHEET NO. 6) HIGHWAY --. -- -ZZ-- SCALE 1" =40' 0 40 00 IW ~/,&J iWL({@ ~ ;;j -~ @%) ~ ~- 0 0 @ CONSTRUCTION NOTES CONSTRUCT 8" D.I.P. GRAVITY SEWER CONSTRUCT DOUBLE 8" 0.1.P. FORCE MAIN (SEE SHEETS 3 THROUGH 6) CONSTRUCT 48" 1.0. MANHOLE WITH BOLTED COVER PER C.S.D.O.C. STD. OWG S-050 AND S-054, MODIFIED FOR A=48". NOTICE TO CONTRACTOR PROTECT ALL EXISTING UTILITIES THAT ARE PERPENDICULAR TO AND IN CLOSE PROXIMITY TO PROPOSED SEWER MAIN CONSTRUCTION PER 11\ C,S.D.0.C. STD, DWG S-020 EXISTING UTILITIES Y THAT ARE PARALLEL TO AND IN CLOSE PROXIMITY TO PROPOSED SEWER SHALL BE PROTECTED IN PLACE. CONTRACTOR SHALL SUBMIT TO ENGINEER THE PROPOSED METHOD OF SUPPORT. DESIGNED BY II--N-0-. -l--------D-E-SC_R_IP-TI-ON-------1--AP_P_R_OV_E_O-+-O-A-TE--ll R.Q.K. CHECKED BY REVISIONS '. COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO, 5 SOUTH COAST TRUNK SEWER CONTRACT NO. 5-35-2 STATE PARK CONNECTION PLAN ANO PROFILE DRAWN BY R.D.K. DATE THE KEITH COMPANIES • PLA.NNINC • C/1'/L £NC/NEER/NC • PVBLIC W"OflKS • LA!fDSCAPE ARCHITEwr.lRE • LANO SURVEY/NC • ENYIRONJ.fENTAL SERVICt:S 2995 Redhill Ave, Costa Mesa, CA 92626(714)540 0800 ' ' ., DATE OF SHEET 10A 16 SHEETS ,/ "" OCJ '- n ci' - ------r··: :-~---. ----• <" PIPE SHALL BE LAID WITH END SQUARE INTO MH. BASE UNLESS OTHERWISE NOTED. CONSTRUCT FILLET SHELF OVER PIPE TO DRAIN. TEMPORARY PLUG-~ 2-2' SECTION OF PIPE ___ y SIZE AS INDICATED ON PLANS CENTER SHAFT OPENING OVER INLAND SIDE OF SEWER MAIN CENTERLINE TO CLEAR FUTURE CURB TOP OF PAVEMENT OR EXIST. GRADE ...._ n 1. I 2-2' SECTION OF PIPE __.>--SIZE AS INDICATED ON PLANS \ P. EXIST. A.C. PVMT. 2" ··:. ___ ,_--; =c:---c -EXIST. A.B. L, .~..r-t--------1r--ic.'~~ • .... ~ :~: ~: .-··.~.~~ ·:·. = .. "-· •4---___; NOTES: CLASS "B" CONC. COLLAR '----CIRCULAR OR SQUARE IN SHAPE AROUND MANHOLE COVER FRAME 1. CONC. COLLAR TO BE ON ALL MANHOLES IN PAVED AREAS. STUB (TYP.) 2. MH'S TO BE RAISED TO GRADE AND CONC. : COLLARS POURED AFTER FINAL SURFACE ' COURSE IS PLACED. TYPICAL CONCRETE COLLAR TEMPORARY PLUG --,___ 2-2' SECT1N OF PIPE SIZE AS INDICATED ON PLANS R=2.5xD 2-2' JOINT AT BOTH '-----INLETS AND OUTLETS (TYP.V.C.P. & D.I.P.) C <J <J • .. A I PLAN ECCENTRIC CONE DETAIL FOR 60" AND 72" I.D. MH. SEE DETAIL 2 PRECAST CONCRETE GRADE RINGS ---------'-'li.LJL-L.1..J..-.wLOCK" P .V. C. LIN ING PER SPECS. SHAFT NOT SHOWN 'lo ~======-E __ ;•;-~.~;.::;,:•;;_;;_: _z::J~•l'Ji'.::§§~~~ ~~i;l FILLET 1N UNPAVED MAX. OF 3-3" C LLAR SECTIONS t> .' _.,., 60" OR 72" [> [> I C PRECAST MH. STRAIGHT SIDE '----~EE CONC. COLLAR DETAIL t> t> t> t> t> ·------·---------------------·-, -----~ ~--. --,---r-------,.------1 • , : ,.I r . 1 -1''¢ HOLE LETTERS 3" HIGH 3/ 4" HOLE (TYP.-) 3 REQ'D 36" SIZE: PLAN l@'.ffjjPj~;jjfj@' 1o! 4" 36" 4" SECTION 8-8 STANDARD MANHOLE FRAME AND COVER ALHAMBRA FOUNDARY MODEL NO. A-1251 MODIFIED AS ABOVE OR APPROVED EQUAL. MIN. FRAME WT. = 400 LBS., MIN. COVER WT. = 375 LBS. DETAIL 2 N.T.S. 1 " CEMENT MORTAR FIN TO BE FLUSH WIT OCKET OR EN F BELL-" 8'' BRICK HINGED RING LIFT (TYP.) 2 REQ'D LETTERS 3" HIGH '----B_OL_T HOLE (TYP.) PLAN 1 /2" X 2" LONG STAINLESS ,STEEL 1 · ~~:: I ____ C~AP SCREWS ,,m&Jfjjj@~jjjjfq;f 'L,1 1/16" THICK LEAD/~ 36" 4" GASKET BY MANUFACTURER SECTION c-c STANDARD MANHOLE FRAME AND COVER 36" SIZE: ALHAMBRA FOUNDARY MODEL NO. A-1251 B MODIFIED AS ABOVE OR APPROVED EQUAL. 1 . ' MIN. FRAME WT. = 400 LBS., MIN. COVER WT. = 375 LBS. DETAIL 3 N.T.S. STANDARD MANHOLE NOTES THE INTERIOR SURFACE OF MANHOLES DELINEATED BY THE HEAVY SOLID LINE ON THE ELEVATION VIEW SHALL BE LINED WITH P.V.C. LINER, PER C.S.D. STD. PLAN S-050 IN SPECS. AND SECTION 25 OF STANDARD SPECIFICATIONS. ,, ECCENTRIC CONE 1 2" GROUT BETWEEN BEVEL JOINTS t> t> [> w 1w _Jz 0 _J I t> t> P.V.C. LINER TURNBUCKLE ,.,,---FOR R.C.P. (TYP.) 3. STATIONS OF MANHOLES SHOWN ON THE PLANS APPLY AT l. OF MANHOLE UNLESS OTHERWISE NOTED. ELEVATIONS ARE SHOWN AT MANHOLE CENTER AND REFER TO THE PROLONGED INVERT GRADE LINE UNLESS OTHERWISE NOTED. SIZES D, D1, AND D2 ARE SHOWN ON THE PLAN AND PROFILE SHEETS. (/1 w 0::: ;; 8" ' ~ + _/ +' + '0. w [L TYP.N [> t> t> t> ·c, B [> [> t> t> t> 0 c,·t> t> C> A B t> FILL FILLETS (SEE NOTE ON t> PLAN ABOVE) , ~ R= 1 /2" ~ SLOPE t> 0 30" [L 'N t> R=4" -1------------+---+---"~------1/c, [> t> t> t> t> t> ~ L.._--BASE POURED IN-PLACE ELEVATION INSIDE WALL SHAFT DIAMETER THICKNES~ OPENNING A DIAMETER B (' 60" S''t 36" . - 72" ** 7" * 36" ** DENOTES REINFORCED BASE MANHOLE P.V.C. LINING SEE NOTE 1 WATER TIGHT JOINTS SEE JOINT DETAILS 1 /2" GROUT BETWEEN JOINTS THE CROWN ELEVATION OF STUB TO MATCH CROWN OF TRUNK LINE t> t> CONE HEIGHT H 2'-8" 4'-0" * DENOTES REINFORCED CROSS SECTION [L f'.:: I I c,. [> t> t> [> [> [> t> t> [> [> t> [>- SECTION D-D -✓ 8" A I> , ·en l> 'lo ~ [> ~ '-.. . '-.. r---C, U") I I N, 2" I n 11 -5/s"I • r-l" t> l> • l> ~2~ l> • 'p. t> 2-3/8"1 '-a-r ' l>. co '-.. '-.. ~ l> n I t> I N. " n l> V L f 60" I.D. MH SHAFT JOINT 7" , t> t> t> bo OJ '-.. t> '-.. U")· t> . U") I 1-3/4" I N N t> 1· 25" • t> "H, l> ~ t> t> I> l> t> 2-1 /2" '-a-'-a-'-.. I> '-.. ~ I> ~ I I . N. . l> t> N l> V 72" I.D. MH. DETAILS [L f'.:: '-a-'-.. n I t DETAIL 4 N.T.S. 4. NO CONSTRUCTION JOINTS ARE TO BE MADE IN BASE. 5. 6. 7. 8. CONCRETE SHALL BE CLASS A AND HAVE A MINIMUM COMPRESSIVE ·sTRENGTH OF 3500 PSI AT THE END OF 28 DAYS. PRECAST MANHOLE COMPONENTS SHALL BE MANUFACTURED WITH SUFFICIENT STEEL HOOP REINFORCEMENT TO PREVENT FRACTURES DURING CURING AND HANDLING. STEEL SHALL HAVE A MINIMUM COVER OF 2-1/2". FOR ALL MANHOLES DESIGNATED TO TAKE PRESSURE (I.E. UPSTREAM OF PUMP STATION), USE THE BOLTED MANHOLE FRAME AND COVER WITH LID GASKET, PER DETAIL 3. WATERTIGHT JOINTS SHALL BE MADE BY APPLYING SUFFICIENT MORTAR ACROSS ENTIRE FACE OF JOINT SO THAT WHEN PRECAST UNITS ARE PLACED ON TOP OF ONE ANOTHER THE MORTAR WILL SQUEEZE OUT BOTH THE INSIDE AND OUTSIDE WALL FACES. JOINTS TO BE "POINTED UP" AFTER SETTING PRECAST UNITS EXCLUDING GRADE RINGS. COUNlY SANITATION DISTRICTS OF ORANGE COUNlY, CALIFORNIA DISTRICT NO. 5 SOUTH COAST TRUNK SEWER CONTRACT NO. 5-35-2 STANDARD SANIT Al<Y SEWEI< DETAILS THE KEITH COMPANIES. .... PLANNJNC 0 iwfNEERINC • ARClllTECTUR8 • LA.NlJSC.IJ>E ARCHJTECTIJRS • LAN!J SURl'EYIJm • IJONSTR~JON JrAN.d(l.EJ/ENT 200 BakaT strut. Costa K11sa, CA 92626(714)540-0BOO ~ ~ DESIGNED BY DRAWN BY J U / , J , . ~ II--No_ •. ~ ____ D_Es_c_RIP_Tl~0N~~~-~-AP_PR_0_VE_D~D_AT_E--11CHECKED BY DATE • ' /!-',-... /,r~•''.,''• ·-· cJ.:'J,'JZ-SHEET 1161 0 REVISIONS --'---=c~-"------oA=rE~-OF sHEETs gjl':::::========================================================================================:!.!::======================:!.!::====:!::::===:::!::::::::::E=:NG:::::IN:=EE=:R::::::R:=.C=:.E:::::. ==::::=::::::::::=!::::====='J I ' , f 1 " _________________ ,_., ____ ------~---·-. ---------------------·---------·-----------· --------~------· ------------·' ----____ .,_ ___ , ________ _.__ _______ .....__ __ ~ ----- - t . ----_____i_ ____ _,__ i () --..-. _..,. - \ W=MAX. ALLOWABLE TRENCH WIDTH 3/4" MAX. CRUSHED ROCK ;o 0.B.+16" MAX. O.B.+ 12" MIN OVER BELL Oo0o;o o;o Cl· o; I o~o o;.o. -o;o PIPE FOUNDATION----+ TYPE V GROUT CONNECTION HOLES SPACED 8' ON CENTER IN EACH ROW 8 STAGGERED 4' SO AS TO OCCUR ON ALTERNATE SIDES 8/i,"MIN, STEEL CASING, SEE Pc=';LAs"cNs--- AND PROFILE FOR . SIZE BACKFILL WITH LEAN GROUT (1:4 MIX) CARRI ER P-"-1 P-=E'-----.../ METAL SKIDS SET SO INVERT OF SEWER CARRIER PIPE IS TO GRADE.SEE SPECS. ;o • Oo0 • coo CASING FIRM UNEXCAVATED BAN_K ' . 'N ~ UPPER LIMIT ~~ OF PIPE ZONE . i,: OVERWIDTH CONDITION WHERE TRENCH WIDTH IS GREATER THAN "W" w MAX. ALLOWABLE TRENCH WIDTH) OVERBELL 1,__ __ FIRM UNEXCAVATED BANK •. o.o: .o~: o~·. =---i-ie-------7-#6 BAR 1-1---# 6 BAR CLASS "A' CONC. 'N ~ V.C.P.-1YPE IV BEDDING DETAILS N.T.S. \ ----REDWOOD BLOCK OR METAL RAILS OVERBELL _...---;c:D-cclMENSION GROUT CONNECTION HOLES SPACED ~____, _____ 12' ON CENTER IN EACH ROW 8 STAGGERED 6' SO AS TO OCCUR ON ALTERNATE SIDES N.T. •. .. (£_ OF DOUBLE 8" D.I.P. FORCEMAIN 3/4" MAX. CRUSHED ROCK i ALLOWABLE TRENCH WIDTH OB.+ 3'-4" MAX. OB. +3'-0" MIN. 2'-011 1•-0" 1•-0" I "--.d----,1 2'' MIN. ,-.....-,- \ FIRM UNEXCAVATED BANK I MIN. MAX. 12" UPPER LIMIT OF PIPE ZONE 12" PIPE SUBGRADE PIPE FOUNDATION FLOW LINE PER PLAN D.I.P. FORCEMAIN SCALE 3/4"=1 '-0" ' .. .. COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 -SOUTH COAST TRUNK SEWER CONTRACT NO. 5-35-2 -- STANDAl<D SANITARY SEWEI< DETAILS THE KEITH COMPANIES • PLANNING • j:IJth,EERJNG • ARCHl1'ECTURE ••o£ANDSt:APS AIICHJTEC1VRE • UNJJ SURVEY/NC • CO.NS1'RU(;TION J£ANACEll8NT 200 Bak,.,. s,,,..,t, Costa Mu~ _EA_ !l2626(7f.1)540-0800 ~ DESIGNED BY DRAWN BY / SHEET 12 j §:0-; :~=N□=-:=========□E=SC=RIP=Tl=ON:.====·' =======A=PP=R□=VE=D ===□A=TE::::1:i..,c""'HE'""c~'=E!""· s=v-o'""AT"'"E __ J ._u--t.. /J ,.. /_,-.-y_J ... ~_: 4-. 0. ·? ?. " OF 1 6 SHEETS ~l'-========================~\===============::;:b:===============================================::d!========'=R=EV::::::::=IS=IO=N=S=======:R=~==~====-===,,,!:,===EN:::::Gl:::::NE::::ER=R.=C.E==.===DA=TE======== ~ ) 1 \ I " . ·-• :~,.,. ... ,.~ .. ,llillll11&t1•11111r:1nnt1ll!IIJUJ!l1u~-; .. · . . ' "·,, ' . ' ~~. • , ~s:•~•\\J~,\~~ii~■1,11,11,,t1~~1~111a11ai1tlllll!r:!!'!i&au111&!J!tlf . i;; '/1 • ' •• • 4 -, ""' " <~-,.. .,, LEGEND: NOTES THIS SHEET 0 CONE I'.) SIGN 0 INST ALL TYPE II BARICADE WITH FLASHER PER CAL TRANS TRAFFIC MANUAL * FLASHING YELLOW BEACON INSTALL CONSTRUCTION TRAFFIC DEVICES AS NOTED PER CAL TRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCT. 8 MAINT. ZONES DATED 1985 NOTE CONSTRUCTION OF SEWER LINE SHALL BE CARRIED OUT IN SEGME;NTS. THE LENGTH OF EACH SEGMENT NOT TO EXCEED 500' COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. SOUTH COAST TRUNK SEWER FROM ST. 28l-i-05.00 TO ST. 351-i-75.00 CONTRACT 5-35-2 TRAFFIC CONTROL PLAN DESIGNED BY DRAWN BY / t~N~oJ. t========1o~E~S~C~R~IP~T!IO~N~=========1~AEPEP~R£0~V~E£Di~o~A~TtEJ1t-;::::::M::'.P;';t<'.'::-t:-::c,:'c=--7 A--',,,f-µ.J-.L-..:. SHEET /3 REVISIONS CHECKED BY DATE ENGINEW R.C.E. DATE OF 16 SHEETS A i I " , , '. , , ,' , , , , , ', ,' ', , , cli\ CONE c~:;«c,-.-,--;;-.,,,,, .. ,<i,,~-'!m>-';;;=~"'•-.c--=""=""=~"4~ThSS'=c·,--,,.--:'l=~~r""'2 I ~ '"·--.. ,! =· -~ -----··-------L . 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'.!,~,!./(,·, t-~-~.'l.t •. _. ; "' • f'{' ::,"\:::t· il ,-~A • l,~. ' •~ '..(,,/fl-,/_,,... \/I •,< I' I · ~-,--~~L-:.·_· _ .. _ •• _-_··-_·---~--~:~---..... ~ ......... __ • ~:::~:-,~r--~~~~----_ ... _._---..,.,l~-------~o""'L"'s~,~~~~. ;~,?~,,."':°~."', ",Fo RA v~ ~ 8 '\ j , !f!t , ~t-c T 1 .~.:'JJ ..... --~---, __ _f:E~gR !!:!~2f,?i'sJON'S -•~ ~ p £'.~.£tE? •• D:::.1,'E "'Z,·,;,~;;;;-;~-• ·;;-;,· ;-·"--· ! f N' 1NE2". R • ••• D;T[ • Cf I:~ SH[,E'tS J&'1,L~~~~~.-all%:P~~,m:-~t):N;;,~~a ... -.,,,,;"1roHi¥W,WJ;!\WO~tw,, ~;;:~~"l'ii'r.{<"d,¼Yq?'...ltw&:2'.~~~l;':'"-,;!¥~"7::.,.W.,J.tffJ ,:Jl;',i~~S~ I ~, .. , ll/t· !§ mt l Ml:: . . . . . · i~i!i~f ~,i~{;;ttr '.~' 'o'.)~i.·,· }i'•'·<:'.· j LEGEND: OUT !N SEGMENTS. DIST l'.?IGTS l'fl• ,cr)R~·''" -'"''" ft-,,_ k,. I I! %._ ~ li,J J t.q_ NO; I OF