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C.N.B C RPORATIO YARD J VICTORIA &sl' ~ "---"=-~ INDICATES AREA - SHOWN ON LOCATION MAP RELOCATION AND MODIFICATIONS TO SEWERS FOR THE WIDENING OF NEWPORT BOULEVARD AND PACIFIC COAST HIGHWAY INTERCHANGE VICINITY MAP NOT TO SCALE CITY OF IRVINE G v, NYON :Q DRESER. -" & STOR ~ RDYARD /3, CONTRACT NO. 5-41 MAY 1997 U. C.I. I HOAG H SPITAL \ 0' ' CATALINA DR PROJECT LOCATION ~" cf?\\) '0<;; ~ \ 0S • CITY HALL NEWPORT BAY LOCATION MAP NOT TO SCALE i '?"'-' v,11fUS10,t 4( ,. M.A. KRAMAN -., ; No. 44030 {! Exp.6~-=30,_--"-01 .r~ CIVIL 41'1c----' SHEET NO. 1 2-5 6-17 (XX+ XX.XXX) INDEX OF SHEETS DESCRIPTION COVER SHEET, LOCATION MAP SANITARY SEWER PLAN SANITARY SEWER DETAILS LEGEND ROADWAY STATIONING IN METRIC UNITS GENERAL NOTES 1. STATION SHOWN ON DRAWINGS ARE ALONG CENTERLINE OF CONDUIT OR ON A LINE NORMAL TO CENTERLINE OF CONDUIT. 2. ELEVATION SHOWN ARE IN FEET ABOVE THE U.S.G.S. MEAN SEA LEVEL DATUM. 3. EXISTING UTILITIES 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 RELOCATED AND EXPOSED BY THE CONTRACTOR PRIOR TO EXCAVATION FOR THE SEWER. 5. ALL SUB-STRUCTURES SHALL BE PROTECTED IN PLACE. MOFFA TT & NICHOL E N G I N E E R S 415 NORTH VINEYARD AVENUE ONTARIO, CALIFORNIA 91764 PHONE No. (909)937-0125 FAX No.(909)937-0199 PREPARED UNDE ERVISION OF: R.C.E. 44030 DATE: DRAWING NO . TITLE SHEET: 1 OF 17 S -5/77-S • 0 z ' ~ 7 0 ~ z ~ . 0 2i ii 5J ~ rn D v r ~ 0 V z ~ r I ' --------I-----f--- ' 1 -···'·· ! ···, .,. I ' -i -. i ! - -·-.... -----.-J.------i- i i I I ···-._ ·--•··-. I ___ •• ·, . ' I ' --·r ···r --, ' i----·-. _j --- , I ! ---4 ---t- i i A --·-r--___ ,_ - I I ' ' -·, ····7··-·-r··- 1 B C I ; . -·\·---~---· ~ ·-----!---·----__j --· ) • -·· -t-. - i I , ..... L .... ,l. -· . t-·--·J··-.. ' ---, ----- 100+00 TABLE OF DEFLECTIONS + I I ·: -,~: 9 . --: -·r ... -l<F'-'-f.:c--cc· +'' .:cccf-· -''-'-"'?::ii-!-! ' ' ·· ·-r---!" --·1-· ·-:-·· 1 • ---+ .. ..! ... : ____ ]._ --)--+-··r I ' ' • ' l --! 101+00 STATION DEFLECTION TYPE * STATION 4 5 NO. DESCRIPTION REVISIONS BY DATE VERIFY SCALE ONE INCH ON ORIGINAL ptSIGN: , BYu DRAWN: HTN CHECK: VLK DATE: 12/99 D I .. . . ! I I+ a: ! +· --l--i-=,.> : ) n::i 1· • ., 1--;--w !>" . ~- i i E i - F ··, •• I ' . l -., ! I .• " I .• .-4 G : : ; l • STA • 107+29: ·_ HORIZ+&i VER ... I NV. EL--20, 69 I ' ' ' STA 107+16:192'. 1::OL-RW;·NO.· 38 ' ' ! i • ; t__ ,,.T .• -.. --... , . -~-·--. • iN :a:: .. 0 ' • ---I .L ~ 1·· ]:C-- +-~--c'="'f--c--,__ ___ , ____ +-~--+--~----+-·--+----, .. ------------!---' --~or --1. 'N ... ~T-.... ·: - •st ~o - ·~ ' ' ·,--,--. ---r-··-· i ... --~---: . .. -, --' I ! . I • l -- - ,_ ---. -·-r- ; ' ,; ____ -~- L ' " -•· "' ·, . ' -... ··-. . 1----' '-/-~ .. --i · • i ---]/ '. ' ' ' ~----+--' --+--------1,-------+-+---t-=N-----,-'4---1 J_: __.;.. +- i ....I -----··--·-··-• ..L. ' i i .. I - - - __ I_ :-- ---:---; i ' \ ' I II I --, ·------r· -·r-- ' ----!-· --;· -i---·: -------i·-·· • • i I ... ,. '--7· I : : - - I -+ ---t -· --t- 1 ... i· ' ' \'" J .... ·1---" , c6Ns1 l4s1.$s· x'20.,:o _cLP;ss 53 .... -l-- .i. PROFILE f'..../1 ~1,[1 MOFFA TT & NICHOL uu~.J. \;J E N G I N E E R s 415 NORTH VINEYARD AVENUE ONTARIO, CALIFORNIA 91764 PHONE No. (909)937-0125 FAX No.(909)937-0199 R ENGINEER ORANGE COUNTY SANITATION DISTRICT H SANITARY SEWER PLAN J DRAWING NO. r::t:: u.J [D :::E SS-1 ~~ -=~~------, I-.... SHEET NO. u I <( I.O r::t:: 2 17 OF 1-z 0 u I I I I ' i I ' 1 . ~- 2 (j' ,:::_ C :5 a IT I ) 0 Il ~ z (,7 A -~ I I --~. --_L_ ~-+-- I ,_ ! 4 5 NO. ' --1 ' ·-. -·-l . ! '- I -, -; ' : .: .... -~ ... -L I ' ' ' I ' ... ,,_. .. I t-··i· --· -1 ---t DESCRIPTION REVISIONS B BY DATE ' ! : I , ' , ,, I -'-1.00!90 x- 24"LCLASS:5J i r ! : i I -LINED_ ANJ? i , __ iCqbT~DLDIE' 1 _ ' ! VERIFY SCALE ONE INCH ON ORIGINAL .. -j - DESIGN: DRAWN: CHECK: DATE: --j ' BYu HTN VLK 1 /99 ! ___ , C '-1--- -.-. ---· -.• I. D : I ' ' I -230.35' X, 24" iCL:ASS 53, COATED '01 T - L ' --r- -.i 1 . .i. ~ofUS:10 .A. KRAMA 44030 ,6-30-0 CIVIL e OF CAll E -I l ! , '! ,J ! i -·1 ! -l -1-- ! I _I ElNTICAL i _, - ' _j --:-,· ' I . : :-_' -:--, .. t l _:.,..J ! -,-- -,---- --i TT &NICHOL INEERS 415 NORTH VINEYARD AVEN E ONTARIO, CALIFORNIA 91764 PHONE No. {909)937-0125 FAX No.{909)937-0199 R ENGINEER F , ...... I"· -l__ -- I --·j -e-l , _j G ' i NOTE:·---i 1. OADWAY STATIONING jlN M TRIG: ' I • • ' : i --f--' -1 •----. ,, ,-... ....[.. .• ·30»_. _, _ ig ___ IQJ)Q,SlQ 1 : • • l i , d -D = ·-1.~0' ,0.013 L o.;60 n I I 1 ' • iQ '=, 11 ,-38--FS . ' , 1 • , I 7.35° M D -; I ' -- i . ; ! !-- "" , 11/ = ,2,851 FfS ~--'----'==+==:l:====· -=--±:'--=-=-==t====t===;:____;______:_____: I ... ( -· - --: s.'.-0:01732 .;_ --1-----.l__ -,-•s. __ ; ·--"' i j --j_ ORANGE COUNTY SANITATION DISTRICT H ! l ! "" -1 ' -···1 --1 - -+ ' I ------,• ' . i" --- - ----i ---·t -- 'EXIST H NO. SANITARY , EWER PLAN J --1 l -~ r---· - - 1 - .. L. I I ' -+--,--- DRAWING NO. ! -1 ----,--. - ' I ' . ! -- "" ...., ' 1--, ID :::;; :::, SS-2 2 ~ '==~=------~,_ .... SHEET NO. u I <( U") 3 17 OF "" f-z 0 u I A 1 2 3 4 5 NO. DESCRIPTION REVISIONS , I BY B I I ; I I. ; / ,, I ,, ; DATE I I ' I I ,y I VERIFY SCALE ONE INCH ON ORIGINAL I . ! .. - DESIGN: DRAWN: CHECK: DATE: BYu HTN VLK 12/99 ' ' ' C . ' i r ' ,' i 225+00 --,. -- -,. --· '"' i. ( / / ' ' D ' ! -_.'.'i;~_ .. •.;'"· t ✓ LINE 8" BLOW OFF SEWER . LINE AND MANO LES PER DWG No. • SS-4\, SEWER RELOCATION.·· PER DWG No. SS-4 · I ' I • E '· __ ' ---!- / / ' /. f '· PLAN SCALE 1"=20' ; I !J i,; ~'; ), ·! ( ~l.il;·;·}~ .. ;i~{ii MOFIF A TT & NICHOL 0HS$104' 4 l%f;!'l""1E NGIN EE RS . KRAMA 415 NORTH VINEYARD AVENUE ONTARIO, CALIFORNIA 91764 44030 PHONE No. {909)937-0125 FAX No.(909)937-0199 R~~- F ,j ' ; I ' .. ' f I.' ' ' i ' I' ; . " SEWER1:SIPH N PER DW(; N . SS-6 i ,," ~,. ii r ,., .... , ', i' • SEWER RELOCATION ,;PER DWG ,No. SS-4 '-·· x 1 4' DRAIN . -- I - .~/·-· <* ,~ • ~ • a- G • ' ., H CONSTRUCTION NOTES @-REMOVE EXIST 24" SEWER ®-PLUG AND ABANDON EXIST SEWER. @-REMOVE EXIST SEWER MANHOLE . 0-REMOVE EXIST 24" VCP. 0-REMOVE EXIST CONC ENCASED 27" VCP 0-REMOVE EXIST 27" VCP SEWER AND 45"STEEL CASING. FOR RELOCATED AND NEW FACILIT!E5, 5£E DWG No. 55-4 AND 55-6 SEWER. ORANGE COUNTY SANITATION DISTRICT REMOVAL/ABANDONMENT SANITARY SEWER PLAN J .3_ 517'1-S DRAWING NO. SS-3 SHEET NO. 4 17 OF a:: L.,.J CD ::i: => :z -f-..... ul <C '° a:: 1-:z 0 u ~ " ~ a ID ' z C < □ m " 0 ,, m " ~ a '" 0 ~ m ~ m < z C < □ m D D ' m ,, " l " 7 ~ I D ' I> D u "' 0 -t-., D D D ~ .::i:_ ~ D {: z ~ { < z "" u ,, C ~ ~ D D z §'__ ,, ~ ::I-..._ }' ~ ~ z l 0 r D n 0 D " □ D "i □ z ~ ,; z m D e ~ CJ D z " 1 2 3 4 5 NO. A 0 0 • . 0 0 * w 0 0.. 0 - ~ 0.. <( 0 H w (/) (D JO 8 - -,.., :N U") . (0 0 0 z + w i_ .0 (D 0 ~ N -;:: ct: 0 (/) I 100+00 ---- ' X,. -. ,...{;) i? • • '\v .' '. ' i 1 8 5\-,-c---'-6ll,'3 u... 3--,-1 ,.L, -=R=T '--';,+-"', Cc:r:C,uM¥." (""2""2 5'="+-. 1-,--c8c-_g,,..,2="", 4:-s-'),' - MH NO. 22 Q I INF "E" 100+82 87= 0§---"-6=5 u.... 4--,-0.-'-, -,,R..,,,T~. ~'.' C~C~M"f:,,-:->( 2-'-'2=5-+--,-1.,,.9--,. 6"=3,.,,q,,___)~~-- -.. --. . . MH NO. 21 -_ · -·· _ •• -.•· --·· ;,; i' ' ' ; ' ___.~....,.,..,_,,....._,-,-,----::-_- NctJ' <D Gl .-; : . - OlO •• '<t I + . o> oz· J -tj-' I"!-· - n + 0 0 ' ' . . 100+40 ~1,1r~.o·l;·.~-~--•;·ccM;'(2~5-+;32(8~9 ~ MH N0.20 LINE"E"100+00.00= 91 139.75 RT CCM 225+22.336 '•' ,·' LINE "E" 100+06.52 ' " 137.70 RT CCM 225+24:22J;J,. ' . ' , DESCRIPTION BY DATE REVISIONS :'~88 I I ' . ' ,-! J J , ' VERIFY SCALE DESIGN: BYu DRAWN: HTN CHECK: VLK ONE INCH DATE: ON ORIGINAL 12/99 C I _,_ . !-. - 0 q:l N r + <( f--(/) D 0 0 r--,. ___ Nm 01~ Ni + r> oz CERAMIC EPO,XY LINED,RESTRAINEQ JOINTS ·: ! ·, . ; ' PROFI LJE -LINE "E" HORIZ' 1 "-:-20' VER~ 1 ':=5' ' 100+80 l - -- 101+20 NEW 12' x 5' -RCEl .A. KRAMAN 44030 , 6--30-01 n LI . __ .,_ . ··- 101 +60 •• E ' n n r.6 ~cP N~ ":"" f t, N j:, oz <( f--(/) .. -tj-r--,.- co <-'-+w -NOc -a~ ..--+" D.+-- ~·-. -102+00 ·--. F --·: : ,EXIST 20'' POLYETHYLENE PIPE INSIDE :i:4'.' CON9 CYL PIPE ' ' I ~ LINE "E" t, E,, ,, E" "E" "E" "F" "F" "F" -, ·-', ,, -',, ,_".--' '. ·, ·/-~~ nFn ''z ,<> "F" MOFFATT & NICHOL E N G I N E E R s G ' 0 N 0 -co. WCD ---. N "l CO . NCO ,_ CN + <',I+· ' 0 .o ob oo z ~-. I_, z: ,:- /- EXIST~--I 27" S I ' ' 7 -~ I \L_J L I I , I .J i H _J ·w I- L -.J STA l00+78.2S • INV 3.08: 100+80 CURVE DATA SEGMENT BEARING @ N68" 31 '48"E ® N61"32'39"E © N61°22'25"E ® N41" 11 '39"E © Ns5·o 1 '04"E (D N 19' 41'08"W ® N29'59'52"E ® N 1 O' 44'33"W 0 N55' 44' 38"W ® N51'05'51 "W ' ' r. STA 1'00+13.97 liNV ~7 68 -' ' ' • ' - •• 5CL48' x ~" DIP I ! ·" PROFILE: LINE "F" HORIZ h" 20' -VERT • 1 " 5' - - - 100+40 Dl(FTAN~1E FEET 6.52 34.10 93.27 78.24 6.61 8.25 8.75 6.56 59.31 3.13 415 NORTH VINEYARD AVENUE ONTARIO, CALIFORNIA 91764 PHONE No. (909)937-0125 FAX No.(909)937-0199 ORANGE COUNTY SANITATION DISTRICT I .L.--:--,.,.. ABAN D WATER -VAULT J I I Lc:j J' J I UNE"lt", • 20" PIPE 100+00 ' ' I I ' • ' CONSTRUCTION NOTES 0-PROTECT IN PLACE. @-REMOVE EXIST SEWER MANHOLE. @-CONST MANHOLE PER OCSD STD DWG S-050 AND MODIFIED PER DETAIL "A" ON DWG No. SS-14. ~ JOIN EXIST CONC CYL PIPE PER ~ DETAIL "C" ON DWG No. SS-14. 0-CONST BLOW-OFF PER DETAIL "A" ON DWG No. SS-14. ~ FURNISH AND INSTALL 20" '(5/-DUCTILE IRON PIPE. @-FURNISH AND INSTALL 36" STEEL CASING PER OCSD STD DWG S-030. CARRIER PIPE IS D.I.P. FURNISH AND INSTALL 11.25' D.1.P. BEND JOIN EXISTING MANHOLE PER DETAIL "B" ON DWG No. SS-14. FURNISH AND INSTALL 45" MECHANICAL JOINT D.I.P., CLASS 53 BEND WITH STAINLESS STEEL BOLTS (FIELD VERIFY BEND BEFORE ORDERING). Q CONST CAST IN-PLACE MANHOLE PER ~ OCSD STD DWG S-050 AND MODIFIED PER DETAIL "B" ON DWG No. SS-14. ~ REMOVE INTERFERING PORTIONS OF ~ ABANDONED WATER VAULT. ~ REMOVE INTERFERING PORTIONS OF '(:3/ ABANDONED 8' X 4° RCB. @-REMOVE EXIST 20" 45° BEND. ~~□~~~li 8_ 51 79-S DRAWING NO. et:: u.J CD ;:;; SANITARY SEWER PLAN SS-4 ::, z ~ I-.... SHEET NO. ul <("' et:: I-z 5 17 0 u OF r rn n " n rn TI ~ z C < m "' TI 0 ' '" • T, TI rn 0 " 0 rn " m ' z C < m m " D ' "' ► TI C rn C r ii r m ' L C < T,~-,. ~ r -D r 0 0 D CD " 0 CD >; 5 z CD < z m 0 ,, C T, C TI z 'S " ~ z I 0 r 0 n u TI ' 0 CD ~ i5 z ~ < 2 _m n p c T, 0 CD z 'S ~ p z I D r D n D TI ' D TI ~ 6 z 'I ,0 ,. Q'-,. .:h. ,,: .:s A 2 3 4 5 NO. DESCRIPTION REVISIONS B C D E BOLTED MANHOLE FRAME AND COVER PROVIDED BY OCSD 72" I.D. MANHOLE F G FUSE NEW POLYETHYLENE PIPE TO EXIST POLYETHYLENE PIPE H POLYETHYLENE PIPE WITH FLANGED END D.1.P. WITH FLANGED END ~-'------~----!,--; -~======:L_·_· c---L-L __ FINISHED SURFACE EXIST POLYETHYLENE~~-- PIPE I I EXIST CONC J----------CUT EXIST CONC WATERPROOF EXTERIOR WITH SELECT SHIELD 301-A DAMPPROOFER, OR APPROVED EQUAL. PVC LINER PER OCSD STD DWG S-050 (TYP) BRACKETS (TYP) PER CSDOC SPEC SECTION 39-1200. SEAL ALL JOINTS ~ WITH CONCEAL CS-202, OR APPROVED EQUAL 8" MJ. DIP PER SHT SS-4 STA 10+03.726 INV -7.68 11.25" BEND I I 8" PLUG VALVE SUPPLIED BY OCSD 8" MJ. DIP 8" 45· DIP BEND 8" X 8" X 8" DIP WYE 8" X 8" X 8" DIP TEE 20" X 20" X 20" TEE -I- D.I.P. NIPPLE ---lfi--'--/-,L - -~ ELEV -7.35 ~ 8" 90' BEND SEE NOTE 1 r----BLAIR COUPLING (TYP) 1 .:::=f-:=+'::::±J===!::::::::lF::±±::==::.t; ,~::::,-8" PLUG VAL VE S UPP LI ED S"Ic___ __ ,_,---,''----------,----\-----'"-c--- 7 --' u NI STRUT SU PP ORT BY CSDOC UNISTRUT SUPPORT ----~ CLASS 3000 PSI CONCRETE CYLINDER PIPE ---------"'~ CYLINDER PIPE TO EXPOSE POLYETHYLENE PIPE C TYPICAL CONNECTION DETAIL SS-4 NO SCALE NOTES: 1. PROVIDE SLURRY BACKFILL AROUND POLYETHYLENE PIPE. DO NOT SLURRY AREA AROUND FLANGES FINISHED I I.D. MANHOLE / SURFACE 17----------7~--------'--- t\_/ I l\.__/1 / L-r-,J.J : ~\ •• ~ I ' I I , , I I '-' I I ', ', I I ' ' I I ', ', SEAL ALL JOINTS WITH COf\lCEAL CS-202, OR APPROVED EQUAL I I ' ' I I ' ' ' ' I I , ' I I ' ' M 'M I : ~: ~ : ~: 1 1 COREDRILL EXIST BASE, 1 1 I AND Fl L ANNULAR I PVC LINER PER OCSD STD DWG S-050 (TYP) BOLTED MANHOLE FRAME AND COVER PROVIDED BY OCSD r;-: MH NO. 22 'I'.. 60" I.D. MANHOLE FINISHED / SURFACE ____ ___£__ 8" VALVE SUPPLIED BY OCSD. ROTATE 90" HORIZONTALLY. , _ __,.. BLIND FLANGE SECTION A-A BLIND FlANGE I I SPACE WITf-'I DRY PACK I EXIST MH ~ i 1:s9iJA:NDtPE~~tR?3tT i VAULT SHALL BE PRECAST REINFORCED I I 11 I ~-~ 8"1 90" I -~ BLAIR COUPLING (TYP) 11.25' DIP BEND 8" MJ DIP NOTES: CONCRETE MANHOLE SECTIONS COMPLYING TO ASTM C478 A 1. PROVIDE A 0.5" CLEARANCE AROUND THE VAULT OPENING AND SEAL WITH CAULK OR SIKAFLEX 1A. A SS-4 VERIFY SCALE DESIGN: BYu DRAWN: I I I HTN CHECK: BY DATE VLK ONE INCH DATE: ON ORIGINAL 12/99 A I MANHOLE NO. 21 DETAIL NO SCALE I I DIP FLARED i~D. 1 : : LOCATE BEYbND : : 8" DIP ,--~, MH SHELF 1 -~-_7 I I __'Lm-----1:::t=====i-----_L _ _____\;:=-~L~--llY I I I I I ·-1 -·-·-I r _____ L _______ I I I I I I I I I I }._ I I I I \ I I I \ / : : I 1 Iv' I I L I ~---r -------~--------1 ______ J I I I I UNISTRUT SUPPORT L ________________ t---------------~ PVC WATERSTOP (TYP) PER CSDOC SPEC SECTION 24-5000 EXIST 27" VCP SEWER llii,,....IIIJt_:,_1_•.'. (jti: MOFFA TT & NICHOL ■■~:;; ~'lj E N G I N E E R S 415 NORTH VINEYARD AVENUE ONTARIO, CALIFORNIA 91764 PHONE No. (909)937-0125 FAX No.(909)937-0199 ENGINEER B SS-4 MANHOLE NO. 22 DETAIL NO SCALE ORANGE COUNTY SANITATION DISTRICT PER DWG No. SS-4 ~ ELEV 3.42 8" X 8" X 8" DIP WYE SANITARY SEWER DE.TAILS j DRAWING NO. CIC Lu ID :::. ~ SS-5 ::, :z z ~ c ,_ '<t 0 SHEET NO. ul ' 0 <(CO n o CIC 0 ,_ ~ :z ~ 0 6 17 0 " OF u >,_ 2 3 4 5 I T I I I i ,- I. NO. i i, -!. - A , I I L : i .• 1 . I -- ' ' - -i, .. : I i ' -- f ---I - .L \. _I ---,-.I. - I 1Jot i -.L. ._.\ -1 ' _)__ I "T B L -J I i -_, - I ---! -··-,_ ,, I --l-·--1- ---I I f ,:,,,,,,! , .. l. .. ---1[ : . '. ;--17-•. i LJ -1 : oi-- i-"i"-'..- i': --:------ J,. 100+00 100+40 MH N0.1 Q LINE"C''.100+00.00= LINE ""A"101 + 13,3& , , , 44:29 LT i _C"CM 225:h2J,:.~6.72 i : DESCRIPTION BY DATE REVISIONS V[RIFY SCALE ONE INCH ON ORIGINAL PROROSED 36" DIP FORQ,E MAIN DESIGN: BYu DRAWN: HTN CHECK: VLK DATE: 12/99 C : I ___ L_-t ·--, ' I -J.- ! -l---i ·ENCASED ' ! ! i : 1-- i I 100+80 132;70 LT I r' D z: 0 '-9. i ----; - ' ! -r .. ! ' I : i -i T L i / i ' J_ - I '101 +60 ; ,, I - I ---' I C E .L ' i I I , 1 _ _.,,,,t.. c.i.· '--'--'N_,,,Oe,_, 1._.,3c.eB,.--'=L"'-1 N,...,E>.,.".,,,_D '_,,' 2c'co'-"o'.!.+_,1-'=2"". 5c..';o'--/ 4 .70 LT CCM 225+61,236 I// r I,' ' ,I I "' I I I I , ·""i""·+·· I i I ·'···--! I -,--- CCM ! 225ct68,454 No. 44030 Exp.6-30-0 CIVIi \ \ ii ' I .MOFFA TT & NICHOL E N G I N E E R S 415 NORTH VINEYARD AVENUE ONTARIO, CALIFORNIA 91764 PHONE No. {909)937-0125 FAX No.(9D9)937-0199 R~~ --j --· 1 - ' -1- 1 l-- F I i I A ··r - ,--·-+ I L • ·: ·1 -·c~ ' -·-r .• i G , ! I , ', .I__ . I I. I "I ' i I I ! i ' I 2 ' ·<5-'-5 .. i_ -i- i . I i ----•i- .-; --' _! I . ·' - ___ l i I -!- ' --•-·~ .. --·r·---i- i i ,. ··1 --·r---r- 1 ' I '. 1b-1.J ··,r;c:~_.12·'1, Vtcrr·: i r----'--· --,:-.•. I ! -1-- -i I -I ' ' i : ' ,----,~. -; ' ' ! PRoirlcE,· trNttD't -'c!ORIZ 1!' 2CO' i \l[RT f' 5) J I l i i ! -.i----t---'-• ! i __ !_ __ 200+00 200+40 CONSTRUCTION NOTES @- & 0- @- 0- REMOVE EXIST SEWER MANHOLE, CONST MANHOLE PER CSDOC STD DWG S-050, FURNISH AND INSTALL 12" VCP SEWER, FURNISH AND INSTALL DOUBLE SEWER SIPHON PER DETAIL ON FURNISH AND INSTALL 15" VCP BARREL 12" DWG No, SS-7. SEWER, ~ CONST MH PER DETAIL ON DWG No, SS-7 d D n D/d HYDRAULIC DATA 1 5" 0,69 ft 0,013 0,55 s Q V LINE "c" 0.00326 2, 17 cfs ( 1,405 MGD) 3, 14 fps ORANGE COUNTY SANITATION DISTRICT i ! -r H j_ l , ' ! r -I I -i· -i-- .. L .!. i ! i_ ----! - i i ' i ' I I ___ .. I i i i ,, I i , : -- J .. I .. . i_ I I ,,, i .. , . i.. -f-• - ' ' -. ' I ! -1. -.: _,_ - i I -l. J. . NOTES: 1 , IS ONLY, THIS PLAN WORK ACCURATE FOR SEWER 2, THE CONTRACTOR SH.ALL VERIFY ALL CONTROLLING FIELD ELEVATIONS 3, CONCRETE ENCASEMENT OF SIPHON NORTH BARREL NOT SHOWN FOR CLAIRTY, SEE DWG No. SS-13 FOR PROFILE DETAILS OF DOUBLE BARREL SIPHON, 4, SEE DWG No. SS-3 FOR EXIST SEWER REMOVAL/ ABANDONMENT. 5, T O,P_ POTHOLED TOP OF PIPE/CONDUIT ELEVATION, 6. ROADWAY STATIONING IN METRIC UNITS 7. SEWER STATION IN IMPERIAL SANITARY SEWER PLAN l _ : _ i . .i. I I I ' i I J -I ... -, .. ' ,J i i ' l _! - I I ._.,_I -··'···"[" -· i I ' i I I ..51_5;79_5 DRAWING ND. "" w a, :::. ::, SS-6 2 -1------------<1-"' SHEET ND. u I ...: "' "" 7 17 OF 1-z 0 u TI \; z I 0 b A 1 2 3 4 5 NO. -' I ' " __ ,J, __ , : I ' i I -j i ' DESCRIPTION REVISIONS -r • j I i I I ' BY B DATE 10 VERIFY SCALE I I I ONE INCH ON ORIGINAL ' . ) j C D E oci i :c II <C tac --01-~ 2 -(/) 0:: ' INv I sour;j59 , .,.__--r· ----BAffffr:L - STA 100+97.5 INV O 00 SOUTH BARREL INSTALL 1-4 DBL HUB ' : ' , lsTA J 00+94.37 INV --.9l3 _ NORTH BARREL -I i !INSTALL 1-4 DBL! HUB. • SIPHON AND. VENT :PROFILE DETAIL ' I 1 bo-~·oo --100+25 6" MIN INV 1 .35 4-1 5" VCP 6' DIA MH PER CSDOC STD DWG S-050 DESIGN: BYu DRAWN: HTN CHECK: VLK HORIZ 1 "=20 VERT 1" 5'; 100+50- SHELF roo+ 7s INV 1.86 't'. NORTH BARREL SHELF • -------+---+----.,-- N £ SOUTH BARREL SHELF INV 1.36 MANHOLE NO. 13 NO SCALE ~illl 1_1.:lJ1,~l?i MOFIF A TT & NICHOL tl&i,J"IJ:E NG I NEER S ~,,, !<., ·; M.A. KRAM 415 NORTH VINEYARD AVENUE ONTARIO, CALIFORNIA 91764 PHONE No. (909)937-0125 FAX No.(909)937-0199 No. 44030 Ex 6-30-0 F G 6" ARIES MIN l'"------"------------'----__u____O C)•'--.--· ~0~0-~ VENTS ENCASEMENT DETAIL NOT TO SCALE H EXIST SURFACE VARIES 6-2" PVC #5 BARS @ 12" CENTERS #5 BARS TOP AND BOTTOM (SPLICE 2' lv1IN LAP) j CONSTRUCTION JOINT WITH BOND BREAKER --7 2 3 4" CLR 4-#5 CONTINUOUS s._11, r,., lq. TYP. ALL AROUND) NOTE: 1. CONCRETE ENCASE~IENT AROUND SIPHON NORTH BARREL NOT SHOWN FOR CLARITY OF DRAWING. _,-_p ____ __,_1--=2_" -"M_._,_l'-'-;N~ lj -~ (TYP. ALL AROUND b_ 24" #5 @ 0 CLASS "B" LAP ~---~~~ 2. BOND BREAKER SHALL BE NONSTAINING COLORLESS MINERAL OIL, FREE FROM KEROSENE; FLASH POINT SHALL NOT BE LESS THAN 300°F.NON-CRETE "FOR~I COATING", L&M "DEBOND", PROTEX "PRO-COAT, RICHMOND "RICH COTE", OR APPROVED EQUAL. ~ OPTIONAL RECTANGULAR ENCASEMENT CLASS "A" OR "B" CONCRETE 3. FOR VENT THUR EXIST RCB, FIRST PROBE TO LOCATE AND MISS EXIST REBAR. DRILL HOLE AND SLIDE PVC CONDUIT THRU OPENING. INV 2.09 12~\_ \ 't'. NORTH BARREL --SHELF -st- N == £ SOUTH BARREL 12"T SHELF INV 1 .59 SECTION A-A SIPHON CONCRETE ENCASEMENT NOT TO SCALE 6" MIN SHELF INV 1.60 4-15" VCP - -- 6' DIA MH PER CSDOC STD DWG S-050 MANHOLE NO. 11 NO SCALE DRAWING NO. COUNTY ORANGE SANITARY SEWER PLAN/DETAILS SS-7 SHEET NO. SANITATION D!Sl.RICT 0,: ..... ID ::::. :::, z ~ I-..... ul ... "' 0,: R~~ p. ~1, ~ DATE: c, .,, I-z 8 17 0 (.) 12/99 IMj TH 'et'-~\ OF u ~ 1/.) z I ~ 0 r 0 TI C, n 0 ~ D 0 " n O TI D ~ ';l !:; L B ~ L ~ rn s • ,... 0 ll " -~ ~ ~ :::i 2 Q• _m n ~ " C TI 0 TI z j; TI s z I 0 <, r 0 t D 0 m 0 ~ D 0 " ~ m O D TI ~ ~ z a C ~ z rn ~ . ~ 0 'i-., -rn D .I> " ' II z: ' !" .... n " r ~ n D z j; 0 ~ z I 0 r 0 C: 0 IO -, C A 1 2 3 4 5 NO. DESCRIPTION REVISIONS B C D E I I I I I I I I I I I I I I I I i f"- ! .. ' ' ' ; ' ----·--'"-- F G H -' - - - --. .. · ......... •n 111 ......... . i1+ •...• :L \ • "I' j ----------- : 1·· -· ! . . -i---- j • i ---------- . . ----j- I I I I PROPQSEQ 24" DIP· +: \ ------·---GRA\Ll:r'(_.:i,[WE::R ~.L-~ .. -.-·~--- 1 I I ,--: ' . -. •·--·--. .·-· -r S-0._QOOQO_ 0 n • N N 1.50' PROPOSED 24" DIP AND ENCASEMENT ------------7 ---------... .. ·-I- I ------------------ S=0.00000 6.47' 11.50' 11.50' 6.47' LEGEND: DJ [l] CUT AND REMOVE INTERl'TRING PORTIONS OF EXIST 54" STEEL CASING. CUT AND REMOVE INTERFERING PORTIONS OF EXIST 36" DIP FORCE MAIN. FURNISH AND INSTALL 36" DIP PIPE (PLAIN ENDS). FURNISH AND INSTALL 36" DIP 22'30' BEND (MECHANICAL JOINT ENDS). CONST CONCRETE THRUST BLOCK TYPE 3 PER DETAIL ON DWG No. SS-14 WHERE H=4' AND L=20". I I I I I I I I I I I I I I I I -H H--- C I I I I -II -II -:i---ttt-,1.L ____ _j L 1_ - L ___ \ __ _J 1.50' "-EXIST HIGH POINT VENT i--- 1---I ~---·-'· L----- 1 ' r··-• ! . . . 6.47' X 36" • CLASS 50 DIP I-:: :.·-...-.. . ... _ov___·_= -.- S 0:00000··· -------------------,------__ 1_ • --------' ! ]1 I • ·;1·1~··· ' 6:47'·'x 36'' • '- ii-CLASS' 50 DlP -..+◄---~-'-'+><.q ... , . . . •• 11 T "t-'~: .c.:ll.50' x 36" fl CLASS• 50 DIP - •PROFILE· HORIZ 1 "=20' VERT 1 ''. 2' H 1 • ----· - , _____ -- 100+00 100+11.o 100+80 INV EL 11.99± CORE DRILL EXIST fllANHOLE BASE (1" OD MIN 2" OD MAX). INSTALL NEW 24" DIP AND FILL ANNULAR SPACE WITH DRY PACK MORTAR. REll".OVE INTERFERING PORTION OF EXIST 15" VCP AND PLUG AND ABANDON. EXIST INV EL 11.99± BY DATE FILL CHANNEL WITH CLASS - "A" CONCRETE, SHAPE SIDES TO FORM SMOOTH FLOW SURFACE. VERIFY· SCALE DESIGN: BYu DRAWN: HTN CHECK: VLK ONE INCH DATE: ON ORIGINAL 12/99 --REMOVE EXIST MH SHELF TO FORM SMOOTH FLOW CHANNEL WHEN NEW SEWER IS PUT INTO SERVICE. MANHOLE NO. SCAI.E 1 "=20' NOTE: 6 EXIST INV EL 12.01 ± EXIST MH NO. 6 STA 109+35.44 ..---·I · ----· 225-i-OO THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ELEVATIONS. MOFFA TT & NICH•OL E N G I N E E R S 415 NORTH VINEYARD AVENUE O~TARIO, CALIFORNIA 91764 PHONE No. (909)937-0125 FAX No.(909)937-0199 ENGINEER LINE "8"100+ 19. LINE A 101+36. .... PLAN SCALE 1 "=20' RELOCATE 36" DIP FORCE MAIN ORANGE COUNTY SANITATION DISTRICT SANITARY --------~---------···-! .1. - -----------_J_ ------- I T -·-·-:--· I . • ----!..-------i 1--- ' !- -___ \__ • i ' --'------------- ) ; ' !i ,.!___ ------- ·----: . ' . ------------ j . ' • ' . _:_ i i I i I ........ _. --___ ) ___________ , !--...... , .... , ..... . .. ' .. i .. , ....... , ......... . ' ... i - ------------------------'-------_; DRAWING NO. 0::: w rn ::E :::, z SS-8 PLAN/DETAILS -SEWER !--st SHEET NO. ul <( '° c::: !-z 17 0 9 OF u 'O ,;;: z n r 0 n 0 "' 0 n n ~ n 'O "' 0 n ~ ro 11 < 2 a C 7 A 1 2 3 4 5 NO. B MH NO. 4 STA 104+44.63 24" DIP INV EL 3.49± ~1-- MH NO. 2 RFMOVE INTERFERING PORTION - OF EXIST 15" VCP AND 30" STEEL CASING. \ \ \ \ \ \ REMOVE INTERFERING PORTION OF EXIST 27" VCP. EXIST MH NO. 1 STA 100+00.00 C D --CONST NEW 72" ID MH PER CSDOC STD DWG S-050. 24" DIP --- FLOW FROM . Cl ......-. Ml-I NO. 5 \ \ \ \ \ \~ PLUG AND ABANDON \t\ \-_0Y EXIST "15" VCP \6~0 \ MANHOLE NO. 4 NO SCALE \ \ ,----EXIST 27" VCP \ \ \ \ \ EXIST INV EL 0.79± \ \ CONST NEW 72" ID MH PER CSDOC STD DWG S-050. ~ 24" VCP FLOW FROM -+--I . 4CI ,,.,,_..... MH NO. 2 INV EL 0.80± EXIST INV EL 0.80± \ \ \ \ \,----EXIST 27" VCP \ \ MANHOLE NO. 1 NO SCALE \ \ NOTE: E THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ELEVATIONS. VERIFY SCALE DESIGN: tldl-BYu MOFlF A TT & NICHOL DRAWN: E N G I N E E R s I I I HTN M.A. KRAM 415 NORTH VINEYARD AVENUE ONTARIO, CALJFORNIA 91764 PHONE No. (909)937-0125 FAX No.(909)937-0199 CHECK: 'o. 440.JO DESCRIPTION BY DATE VLK ,:,p,6-30- R~~- ONE INCH DATE: REVISIONS ON ORIGINAL 12/99 F G A SECTION B-B )( H CONSTRUCTION OF ANCHOR FOR TRENCH WITH SLOPING SIDEWALLS SURFACE OVER PIPE • SURFACE OVER PIPE )( INTO UNDISTURBED SOIL B TRENCH WIDTH 4-#5 BARS B SECTION A-A PIPE X SLOPE DISTANCE 1 : 1 3.66 1 : 1 .5 4.27 1 :2 4.88 1 :2.5 5.49 1 :3 6.10 ANCHOR (TYP) ELEVATION NOTES: 1. PIPE ANCHORS REQUIREJ ON ALL SLOPES OF 1 :3 OR STEEPER. 2. ALL REIN~ORCING STEEL SHALL BE NUMBER 5 BARS. 3. "E" SHALL BE 8" UNLESS OTHERWISE SPECIFIED. CONCRETE PIPE ANCHOR DETAIL A NO SCALE SS-1 ORANGE COUNTY SANITARY SEWER DETAILS SANITATION DISTRICT ~ J 4" 'D ,: z -5 v:: r D t ~ u 0 0 " 'il 0 ~ !¾J 0 ~ rn 1,; ' z 5 c C z C w (b rn • n 0 "t ' " ~ " ~ n rn n -,, r ~ ~ z ~ DRAWING NO. "" u.J CD ::::. 'D 55-9 ::::, \.. z z ~ I .... ~ 0 r SHEET NO. ul n <( in n "" 0 ~ ,-. 'D z 0 10 17 0 ~ !a OF u a z A 1 - 2 - 3 - 4 - 5 NO. I B I C SEWER FORCE MAIN NOTES 1. STATIONS SHOWN ON DRAWINGS ARE ALONG CENTERLINE OF CONSTRUCTION OR ON A LINE NORMAL TO THE CENTERLINE OF CONSTRUCTION. STATIONS AND INVERT ELEVATIONS OF PIPE SHOWN ON THE PROFiLE ARE AT THE INSIDE :-ACE OF CONDUIT, UNLl:.SS OTHERWISE SHOWN. ELEVATIONS SHOWN ARE IN METERS BASED ON NORTH AMERICAN GEODETIC VERTICAL DATUM 1929 (NGVD29) AND REFERENCED TO THE BENCHMARK IDENTIFIED ON THE TITLE SHEET. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS IN THE FIELD BEFORE STARTING WORK. THE CONTRACTOR SHALL FIELD VERIFY THE POINT OF CONNEC- TION AT THE EXISTING VALVE VAULT NEAR SHORT STREET AND THE LOCATION OF THE EXISTING PIPING AND FITTINGS. HE SHALL FIELD VERIFY AND COORDINATE HIS WORK AT THE BRIDGE AND RETAINING WALLS WITH THE STEEL CASING/ SEWER FORCE MAIN. HE SHALL FIELD VERIFY THE POINT OF CONNECTION AT THE EXISTING 30" SEWER FORCE MAIN NEAR THE BIKE PATH. LOCATION OF PIPING ANO APPURTENANT FITTINGS SHOWN ON THE PLANS ARE DIAGRAMMIC. IT IS INTENDED THAT SUCH ITEMS BE LOCATED BASED ON THE EXACT LOCATIONS DETERMINED IN THE FIELD AND THE SUPPLIED MATERIALS. 3. EXISTING UTILITIES SHALL BE PROTECTED AND lv1AINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. ALL UTILITY CROSSINGS AT THE TRENCH EXCAVATIONS SHALL BE TEMPORARILY SUPPORTED TO THE SATISFACTION OF THE UTILITY OWNER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND DESIGN OF THE SHORING SYSTEMS AND FOR DEWATERING INCLUDING DISPOSAL, AS REQUIRED FOR CONSTRUCTION OF THIS PROJECT. 5. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE SEWER FORCE MAIN SYSTEM INCLUDING PIPE AND FITTINGS LAYOUT FROM THE POC TO POC INDICATING DETAILS OF FITTINGS, VALVES, ANO APPURTENANCES. THE PIPE JOINTS SHALL NOT DEFLECT MORE THAN THE RECOMMENDED PER JOINT FROM THE ALIGNMENT, UNLESS APPROVED BY BOTH THE PIPE MANUFACTURER AND THE ENGINEER. SEWER FORCE MAIN SYSTEM SHALL BE USING A 150 PSI WORKING PRESSURE. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS INDICATING THE MATERIALS AND INSTALLATION OF THE STEEL CASING AND SEWER FORCE MAIN PIPING ON THE BRIDGE AND THE RETAINING WALLS. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPLETELY WORKING SEWER FORCE MAIN SYSTEM, AND PROVIDE COMPATABLE PIPING AND 1ITTING MATERIALS. 6. ALL CHANGES IN ALIGNMENT OF THE SEWER FORCE MAIN SYSTEM SHALL HAVE CONCRETE THRUST BLOCKS IN ACCORDANCE WITH THE CONTRACT DETAILS OR THRUST RESTRAINTS. SEE PLAN AND PROFILE FOR ALIGNMENT OF THE SEWER FORCE )IIAIN. 7. THE VALVES AND VALVE BOXES SHALL BE CONSTRUCTED PER CSDOC STANDARDS AS INDICATED AND PER SPECIFICATIONS. THE CONTRACTOR SHALL ADJUST THESE FACILITIES TO FINISHED GRADE UPON COMPLETION OF PAVING. 8. THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF WORK AND DATES FOR PHASING THE TEMPORARY SHUTTING DOWN OF THE EXISTING SEWER FORCE MAIN AND CONNECTING AT THE POINTS OF CONNECTION, INCLUDING THE METHODS OF TEMPORARY BYPASSING SEWAGE AND REMOVAL AND DISPOSAL OF THE SEWAGE, PRIOR TO SHUTDOWN. 9. SEE LAYOUT SHEETS FOR ROADWAY ALIGNMENT AND STATIONING. 10. SEE DRAINAGE AND UTILITY PLANS SHEET FOR UTILITIES. 11. SEE SHEET R-2 FOR RETAINING WALL NO. 33A, SHEET R-3 FOR RETAINING WALL ,NO. 33B AND NEWPORT CHANNEL BRIDGE (WIDEN) FOR DETAILS ON ATTACHING THE STEEL CASING AND SEWER FORCE MAIN TO THE RETAINING WALLS AND BRIDGE. 12. THE DIP SHALL HAVE A PIPE WALL CLASS 53. TH[ 20" OD WELDED STEEL PIPE (CARRIER PIPE) AND THE 27" OD WELDED STEEL CASING SHALL BOTH HAVE A MINIMUN WALL THICKNESS OF 1 / 4". V£RIFY SCALE DESIGN: BYu DRAWN: I I I I I HTN CHECK: DESCRIPTION BY DATE VLK DATE: ONE INCH REVISIONS ON ORIGINAL 12/99 I D I E I F I g' 1· 14-------8" • ~ '; ,---------------~ r---------------------7 r EXIST I I I 3 \ \\ VAULT-~ I ~ !~----,:~:-~-- G EX i ST LI DO \ I I I I ·---► SEWER PUMPING~ 1 1 I 42 » 30" I 142" 10,, PLANT "<! \ I I \ I 1 1 0\ I 9 r8J : : ~iTJG " : : ~ • : J ;{5J / -j_ -I --m----~ + -, --ffi------A-----1 ' -----~ : ~ • I I I Ill Ill I Ill// """" Iii • ~~/ I I ~ " J_ -L-/--~ ~ _ Jt_: l ! ,-"-~~ ~: i ! :-/ ii~~ 1/ -H-~-=-_F~L_□:_w-J>~----1-~ II II I I ~ -=.= ---;-"l'-1 9" E·xIsT 24" I 1 11"-I 1 / / [ I/ · ',,_ t--r--+-17 3/8" FLANGED PLUG L::--_________ LJ ++'--r-_ -, _, • II I VALVE-DEZURIK L - - - - - - - - -I'\.'/ I _J I I r--:;-i STA 100+00.00 \ igl / L.!J ~ EXIST 24" X 24-,,----X 12" 72..J I FLANGED DIP TEE ----, I I q;_ 24" DIP SEWER FORCE MAIN H I I LEGEND OJ IT] [}] 8J FIELD VERIFY THE POINT OF CONNECTION AT THE EXISTING VALVE VAULT NEAR SHORT STREET. PROTECT THE EXISTING 24" PLUG VALVE-DEZURIK. TURN THE ALIGNMENT OF THE EXISTING 24" X 24" X 12" (BRANCH) DIP FLANGED TEE AS INDICATED. REMOVE THE EXISTING VALVE VAULT WALLS (SAW CUT) AND COVER. PROTECT THE EXISTING SEWER FORCE MAIN P:PING AND FITTINGS AND CONCRETE BASE SLAB. PROVIDE SUPPORTS FOR PIPING AND VALVE PRIOR TO PLACING PIPE BEDDING AND BACKFILL AS REQUIRED. CUT AND REMOVE THE EXISTING 24" DIP SEWER FORCE MAIN AS INDICATED. DRESSER STEEL FLANGED ADAPTOR STYLE 128, OR APPROVED EQUIVALENT FOR JOINING EXISTING 24" FORCE MAIN CAST IRON/DI PIPE, AS INDICATED. ' ~ CX) "-.. ' <.D ~ []] 0 [zJ 0 0 [§] [DJ 16" FLANGED PLUG VALVE-DEZURIK FIGURE 198 AND ACTUATOR MODEL ABG16H20. ~ofESSto:\',, • < ID N I . <.D ~ "Si- l i' ~ ~ "' ~ M.A. KRAMAN "z " m "' No. 44030 m "' "' Exp 6-30-01 .. • 2"" ,I); CIVIL ,,_ '-fl!; Q, CALI~' iol__ STA 1 00+ 16.22 L':J ~ 16" X 16" X 12" FLANGED DIP TEE ~~ [§] r "-.. I I") r---. I . ~ ~ I 0 12" FLANGED PLUG VALVE-DEZURIK FIGURE 198 AND ACTUATo,;; MODEL ABG12H16. 12" CLASS 53 FLANGED DIP FORCE MAIN. 16" X 16" X 12" (BRANCH) DIP FLANGED TEE, AS INDICATED. ADJUSTABLE VALVE BOX DRAWING S-015. 1 6" DIP BL.IND FLANGE. 1 6" DIP FORCE MAIN. AT GRADE P[R CSDOC STANDARD CONCRETE THRUST BLOCK PER DETAil_ ON DWG No. SS-14 AND CONSTRUCT WITH CONCRETE CLEARANCE FOR REMOVAL OF PLUG VALVES. ~ ~ ~ i 16" SEWER FORCE MAIN /~ \ ~-/ -" I / ~ /,i,.-----SEE DWG No. SS-1 FOR ~-tttE:-/_ ~ _ -~--< ALIGNMENT / FLOW --lli• --i.t------~ I. 42" ffi-J. --. 30H ~. I . 4 2.. • I DELFECT FIRST JOIN TO OBTAIN ALIGNMENT SHOWN ON DWG No. SS-1 1 O" GAS7 I "A" UNE .,/ 32+05 NEWPORT BLVC NOTE: 1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 2. ROADWAY STATIONING IN METRIC 12" CONNECTION TO EXISTING FORCE MAIN SCALE 1 :20 ~~ ·-. cc-~"'i.'( S;\NfTA~,Q i_-, ·-MOFFA TT & NICHOL 8) ,._,, o, ---. : "' E N G I N E E R s '&,~I ~ ~ -· ... , I I ,, 415 NORTH VINEYARD AVENUE ONTA~O, CALIFORNIA 91764 ~"J...--' ~~ ~ 0 ORANGE COUNTY PHONE No. (909)937-0125 FAX No.(909)937--D199 0 .., '-is__J 7 ~,, d ~~ SANITATION DISTRICT 0 ~, '% t:C,, t:C> ~ ;zr ., Pa?,,-.,,., 0~ ~ REGISTERED _J)lV!Il ENGINEER l'/1@ TIE £.\'l.'0----- SANITARY SEWER PLAN . J " \, -" -f n r 0 " 0 rn 0 0 r " D " m 0 n " m '; ~ < L 0 C z < o" ~ . " . ~ 0 ,, 'n "' > < ~ " z ,,, '}' " '" C " 0 " z ~ DRAWING NO. 0:: u.J " CD ,: ::E z SS-10 :::, I z 0 ~ r f-..,. 0 SHEET NO. r 0 ul m D C <( LO r n c::: 0 " m D r-r n z " ~ < 1 1 17 D 7 -~ OF u 1 - 2 - 3 - 4 - 5 NO. A I B 66" LOL 20" 46" EDGE OF r"; ,,,.-----SIDEWALK I I J __ _ SIDEWALK~ , L ______ -------------------------1 .J OVERHANG r I I I C 1 c: ·,::c_j ,,::: ~T~ -• 1 RETAINING PIPE HANGER \ ! 4 --------7 V WALL NO 33A I r.-....;, I I --I \ 83 INV ELEV PER : \ PRO f'"I LE ON ~ DWG No. SS-1 FORCE MAIN ALONG RETAINING WALL NO 33A I D I E 20" EDGE OF -.+-r NC:WPORT CHANNEL ~ECK-i ,__ _':~:l~EW-ALK c □-rG[ (WIDEN; N A ,-T-, I / .l. - I .---I I I ~ I PIPE HANGER • ~ I ,1...,, , 83 .._,-,iv-,-,,~'-'/" ,/ I I ---L------------------ INV ELEV PER PROFILE ON DWG No. SS-1 FORCE MAIN ALONG BRIDGE DECK I F I G I 66" LOL 20" 46" FORCE MAIN ALONG RETAINING WALL NO 33B C -----------------------1·-· NO SCALE NO SCALE N n:: INSERT BY ITT GRINNEL / UNIVERSAL CONCRETE '-.. __J (FIG 282) OR EQUAL. ~~ ________ ,n.-r.r'i _______________ ~ ~_J ___________________ ...c,'l-r.,_c,_ ________ _ ' -:::'. ~ CX) N I __ 1a __ 7 ______ I -----r-+t+-__ ,,.,,.-. --,.......... I ✓----I ',, I / -c::==i==~ ', ✓/ --I ', I / , I , I , ' ', I I ,' ' ·/ I 'IV I-I µ I I I \ / i I I \ 27" O.D. BELL 21 5/8" O.D. 20" D.I.P. II I I I \ / i I ~ II \~ 1/~~T~ I~ ROD(TYP) WITH AND WASHERS ANGLE FRAME / \ I 1 1 I ; FOR~\ I i FIBERGLASS \ j I ) I/ PANEL , I . . A I r r N i ~ I ,' 1 1/2"----,Ucif! ',< ~~""'=⇒I =""'~;;c,-, /// 7i,......+-1 1/2" - 11?. 1 /2" X 4" i-,..::..5 _3=.L.) /--=8'--'"..,......_8::........_:1.L___ /4_" -----i----8_1~/_4_" __,.t-<-5 3/ 8" PIPE HANGER DETAIL NO SCALE VERIFY SCALE DESIGN: BYu .. au.a s,011 1), 41 DRAWN: ~ " ~ t HTN ~ M.A. KRAMAN "; I I I I I .. m CHECK: ~ No. 41Q30 m .. "' DESCRIPTION BY DATE VLK Exp 6-30-01 " • .. ONE INCH DATE: .r,1: CML " 4,-. '!,,. .... l' OF CALI~ REVISIONS ON ORIGINAL 12/99 NO SCALE 4" 5/8" ¢ HOLE FOR 1/2" ¢ HANGER ROD 1/4" I\ TYP / I\ I I I I I ! ! 1£. 1" X 4" 11?. 1 /2" X 4" \ -------~ SECTION A-A NOTE: 1. ALL STEEL SHALL CONFORM TO A.S.T.M. A36. 2. ALL DIMENSIONS TO BE FIELD VERIFIED BY THE CONTRACTOR BEFORE FABRICATION BEGINS. 3. FOR ANGLE FRAME FOR THE FIBERGLASS PANEL SEE DETAIL D. 4. ALL STEEL SHALL BE COATED WITH SCOTCHKOTE 306 (LIQUID EPOXY COATING) OR EQUAL. 5. GALVANIZE ALL MATERIAL Af7"ER FABRICATION. 6. DOMF:STIC MATERIAL, STATE INSPECTION Rt.QUIRED CONTR STPL-5151 (007) ITEM # 140. !l!IJ't MOFFA TT & NICHOL ~ S-'IIIT~r,IJ E N G I N E E R s ~~~ ,. 415 NORTH VINEYARD AVENUE ONTARIO, CAUFORNIA 91764 t~~ ~ PHONE No. (909)937-0125 FAX No.(909)937-0199 ~ ~ c;'"<._j -----/ / o ~a ;n_ /..PC(_"' -~} ~ oc,""' @t <'c = o, RE/GISTERED ))NIE ENGINEER ''1tl ,,., THf: e~ ORANGE SANITATION SS-1 COUNTY DISTRICT H I I CONSTRUCTION NOTES Q_ FURNISH AND INSTALL 20" OD LINED AND COATED ~ WEIDED STEEL PIPE FORCE MAIN. 3" • I V 1 /2" HANGER ROD I ' n \ u 13/4"1 ' SECTION 8-8 TOTAL LENGHT TO BE COTRACTOR VERIFIED (HOLES FOR HANGER @ 5-0 MAX) NOTE: "-_3,, X 2" X 1/4" ANGLE FRAME FOR FIBERGLASS PANEL NO SCALE D SS-11 j 1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFOR':: ORDERING OR FABRICATING ANY MATERIAL. 2. LENGHTS OF ANGLE AND HOLES DIMENSIONS WILL BE DETERMINED ON LOCATION OF PIPE HANGER. 3. ALL STEEL SHALL BE COATED WITH SCOTHKOTE 306 (LIQUID EPOXY COATING) OR EQUAL. 5. GALVANIZE ALL MATERIAL AFTER FABRICATION. 6. DOMESTIC MATERIAL, STATE INSPECTION REQUIRED CONTR STPL-5151 (007) ITEM #140. DRAWING NO. SANITARY SEWER DETAILS SS-11 SHEET NO. 12 17 OF 0:: u.J CD :::;; ::, z -f--... ul <( U') 0:: f--z 0 u z 6 z z rn ~ . D 21 jj ~ ~ m 0 \: z I 0 r 0 L 0 m 0 0 n ~ 0 -u m 0 n ~ w ' ' a C LC < rn m . " u ,, ~ " " < n z !" u ~ C: m 0 =, z ,; ~ ~ z I 0 C, n 0 '" D n n n n -u m O n ·n rn ~ < '· a ~ t ~ t n -~ -' A - 2 - 3 - 4 5 NO. I SEE DETAIL "A" 20" WELDED STEEL PIPE FORCE MAIN\ B !"2:1. ft--7 I I I I I I C I D 5'-9" ·1 r--,-,-----rr--c;-n-1,-----...._, -.--1--1-1--- 0 N --(i;_-rr: -+ t---. -·:--. -- . -r-. - . - - . -. - - . ~ -0 N " / I : 'I ' I -I I I I I I 4 8 3 8 I I I I I I --'-~1 VRETAINING WALL NO 33A LOL '~-'-~I I ,---------!~~--_J ____ _e!~~-~F FOOTING I I I I I I L ___ 7 ,------------------~ I I I --__ _J WALL SLEEVE AND EXPANSION JOINT ____ N_EA_R_R E_T_A_I N_~~_G_s:-AA_L~_L _N_0_3_3_A ____ ------'-@-s1--------1 1 VERIFY SCALE DESIGN: BYu ..,~o'FESSr"..4'.t r,,<> < DRAWN: # ~ HTN I I I I I ~ M.A. KRAMAN z_ " m CHECK: "' No. 44030 m a: "' DESCRIPTION BY DATE VLK Exp 6-30-01 .. . 2 .. DATE: IS); CIVIL ~ ONE INCH "11> ~ =•ii1i'::' REVISIONS ON ORIGINAL 12/99 . C .. I E I F I G I LEGEND OJ IT] SEWAGE AR RELEASE AND V . .!\CUUM VALVE ASSEMBLY, APCO MODEL 445WA FOR 2-INCH DIAMETER PIPE OR APPROVED EQUIVALENT AND PER CSDOC STD DWG S-212. 3' x 3' PRECAST CONCRETE UTILITY VAULT WITH OPENING FOR AIR VENT PIPING, 2-6" DIAMETER OPENINGS FOR DRAIN AND GALVANIZED BOLTED DOWN STEEL COVER (CSDOC-SEWER LABEL ON COi/ER). DESIGN OF VAULT AND COI/E.R SHALL BE FOR H20 TRAFFIC LO . .!\DING. FLEX-TEND FLEXIBLE EXPANSION JOINT ASSEMFll Y NO. 420F20 WITH 50/50 SET BY EBBA IRON SALES, INC. OR APPROVED EQUIVALENT. SHEET RUBBER DIRT SEAL, INCLUDING 3/8" MIN WIDE STAINLESS STEEL BANDIT BAND (316SS) AROUND SEAL AND PIPING. NOT USED. FOR WALL PENETRATION STEEL PIPE SLEEVE WALL iHICKNESS AND DIAMETER SEE RETAINING WALL NO. 33A R-2 AND RETAINING WALL NO. 33B R-3. CAULK ALL AROUND PIPE WITH SYNTHETIC RUBBER. PER CSDOC STD DWG S-101 CLASS 150 FLAT FACED FLANGE. H I I 5' -9" SEE DETAIL "A" , RETAINING WALL NO. 33A I 1· r , •.• 20" WELDED STEEL I PIPE FORCE MAIN ~ -1 I I ~ I I I I I I I 7 __ _L ------------ DETAIL "A" NO SCALE • ~-STEEL PIPE ~ G:: ~F 20" PIPE ~-rn------H~,--,7--,-,----1 I I I ,--, ~ I I ! - • - • i---• t--• -'-r--. - . _11·-+·.L _(;' ___ 0 I ! ~ N I I i I I I I ~-++--~...___J--U--1.,1~-'--i__ -ttt--""i',=;!;,==i,rt-'",--~~~ I ! I I I I 8 3 8 4 I I I I I I I le.-~ ~7~ -C -I 1t-=.c::, FO~~~~-~----L---~~M, _________ 7 RETAINING WALL NO 33B LOL TOP OF I I I I I I L __________________ l ,---~ I I L ____ _J EXPANSION JOINT AND WALL SLEEVE NEAR RETAINING WALL NO 338 2 NO SCALE SS-1 - J 5 _5; 79-5 lldl' /;:;:®~~ MOFFA TT & NICHOL E N G I N E E R s 415 NORTH VINEYARD AVENUE CNTARIO, CAL/r'ORNIA 91764 :$;~-I ~ ORANGE COUNTY g ~ PHONE No. (909)937-0125 FAX No.(9D9)937-0199 .,--c.,___; \ SANITATION DISTRICT -✓/-) o~OC,-~&§'il m· / Pu.._,, v' f'C' e::t.:> ' R!SGISTERED yrvrn ENGINEER r't(!'G TH~ e,1'\\~ SANITARY SEWER DETAILS DRAWING NO. c:: u.J CD ::::. ::, 55-12 z -f,-"" SHEET NO. ul <( U') c:: ,-z 13 17 0 OF u ' TI m u TI u m D 'I z ' s D rn TI D -, w ► D ]] . 0 a -,_n :n ► < " z )l ~ z l 0 r 0 n 0 n TI 0 n '\ 0 z . n < z "' n ,, r ~ 0 n z 5 TI \; z I u C 0 m \; C ~ 0 ~ z ;; Rl 8 g n 0 TI -n r ~ t-' --..:.. A 1 2 3 4 5 NO. DESCRIPTION REVISIONS B ELEV +9.12 I I I !\..JI L+--1- BY DATE -R/W 1 0" -----.llil--l EXIST 24" STEE:L C 42" 1 o" I I I PIPE-~/ I I I ~ EXISTING 36" MANHOLE FRAME AND COVER ~ 6' I.D. MANHOLE 11 □I +r<.----------~ SECTION OF REMOVAL VERIFY SCALE DESIGN: BYu DRAWN: I I I HTN CHECK: VLK ONE INCH DATE: ON ORIGINAL 12/99 6" --+ 1 2" 16' I I I I I I I I D EDGE OF BIKE PATH NO. 1 --··---·-- EDGE OF BIKE PATH NO. 1 E F r~ EXIST MANHOLE ------- \ "'' "-/ /_ \ "· ...__ --1.. -_..,.---j / I " <-.''-c· 9" ·., / '--------:;.---/ ' / / -------------------~ --- LOL RETAINING WALL NO. 338 LINED PIPE MODIFY EXISTING 24" AND 22" SEWER FORCE MAIN AND APPURTENANCES NO SCALE G EDGE OF SIDEWALK OVERHANG ~#6 @ 12" OC E.W. TOP AND BOTTOM'"""-- ~ 6' 1.0. MANHOLE 122] BIKE PATH NO. 1 ELEV +8.79 -t -------,,~-+--------.--+----6" • I I I I I L+--1- ; I ' _.-___ =112" ~~1-· ~r;r--il / EXISTING I r MANHOLE !\..JI SHAFT L+--1- SECTION OF RECONSTRUCTION 14 16 ADJUST MANHOLE WITH TOP SLAB TO GRADE DETAIL . KRAMAN 44030 6-30-01 NO SCALE MOFFA TT & NICHOL E N G I N E E R S 415 NORTH VINEYARD AVENUE ONTARIO, CALIFORNIA 91764 PHONE No. (909)937-0125 FAX No.(909)937-0199 R~~- I ------! ___ : _____ : -------- 1 6' MATCH OUTSIDE DIAMETER OF SHAFT REINFORCING DETAIL NO SCALE ORANGE COUNTY SANITATION DISTRICT H j LEGEND OJ ~ El @] CUT AND REMOVE THE EXISTING 24" DIP SEWER FORCE MAIN AS INDICAI l::D. DRESSER STEEL FLANGED ADAPTOR STYLE 128, OR APPROVED EQUIVALENT FOR JOINING EXISTING 24" FORCE MAIN CAST IRON/DI PIPE, AS INDICATED. 610 mm FLANGED PLUG VALVE-DEZURIK FIGURE 198 AND ACTUATOR MODEL ABG1 6H20, ON THE EXISTING 24" DIP SEWER FORCE MAIN. ADJUSTABLE VALVE BOX AT GRADE PER CSDOC STD DRAWING S-015. WELD EXIST 24" PLUG VALVE IN "OPEN" POSITION TO PREVENT CLOSURE AND MOVEMENT AND REMOVE EXISTING VALVE BOX. ADJUST MANHOLE WITH TOP SLAB TO GRADE PER DETAILS HEREON. REMOVE AND SALVAGE MANHOLE RING AND COVER. REMOVE 12" CONCRETE MANHOLE TOP SLAB. REMOVE UPPER 4" OF CONCRETE SHAFT. VERIFY THAT CENTER OF THE f1IANHOLE IS OVER CENTER OF FLANGED TEE. EPOXY COAT TOP OF CONCRETE MANHOLE SHAFT. CONSTRUCT 12" CONCRETE MANHOLE TOP SLAB WITH REINFORCING PER DETAIL HEREON. § INSTALL SALVAGED MANHOLE FRAME AND COVER WITH CONCRETE COLLAR PER CSDOC STD DRAWING S-050. 1141 CO,NCRETE CLASS A. REINFORCING STEEL. 3" CLEARANCE, STEEL TO FACE OF CONCRETE. VERIFY THAT CENTER OF THE MANHOLE IS OVF:R CENTER OF FLANGED TEE OF EXISTING 24" DIP FORCE MAIN IN BOTTOM OF MANHOLE. 5' _5/7'1-5 DRAWING NO. SANITARY SEWER PLAN/DETAILS SS-13 SHEET NO. 14 17 OF 'TI \,. z I D \-; r D " n t rn 0 a D n a 'TI rn u D ~ ~ 0 ~ ' ' a ,: z D t rn . " a k, ., 'i5 , -\ " < " z -~ .ti G ' " ..... r T, D I z ,, "" 'TI L.J \,. ID z :::. :r :::, 0 r z 0 -" n 1---st rn 0 n ul " n n 'TI « en m 0 " n "" w ~ 1--< z e Q 0 u A 2 3 4 5 NO. DESCRIPTION REVISIONS B CONCRETE w UI (l'. IZ 0 <( LL 2 ~ PLAN C UNDISTURBED EARTH~ ~ ~ •• H TEF OR WYE TYPE 1 CONC ENCASEMENT PER CSDOC STD - PLAN S-100 SECTION . . . THRUST / F~:l~E ct __,_+-_· ~ • ~··~ 0H L PLAN SECTION TYPE 2 45· {: FOR CE t. ----'1-----< MAIN l PLAN SECTION TYPE 3 THRUST l:3LOCK TYPE AND DIMENSIONS .. THRUST BLOCK TYPE tvllN REQUIRED ft1/in) LOCATION BEARING AREA (ft j . STA 100+00.00 1 8.5 48 STA 1 00+ 16.22 1 8.5 48 STA 103+42.98 2 4.6 32 STA 103+62.66 3 I ' 6.6 24 STA 107+29.66 3 9.7 24 STA 107+41.16 3 21.0 39 STA 108+09.96 3 26.0 60 -· STA 108+20.43 1 26.0 48 THRUST BLOCK DETAILS NO SCALE VERIFY SCALE DESIGN: BYu DRAWN: I I I HTN CHECK: BY DATE VLK ONE INCH DATE: ON ORIGINAL 12/99 H D UNDISTURBED EARTH UNDISTURBED EARTH ~1iin) 28 28 32 24 32 36 -- 32 84 E LC EXISTII\G 30" SEWER FORCE MAIN STA 108+20.43 (24" SEWER FORCE MAIN) 1 2 I I / I I I I I I I I I I I I I I / I / f.c_ . I '-.:: ....... J_ / '-I -.._ -J STA F r--... I I '-.,_ I . ,---.."-/ I ----7 . I I / if I I • I I I :¼ I / 0 / I I c::1 I I I I I / I \ \ I G 24" OR ADJUST LENGTH BASED ON SUPPLIED MATERIAL 11 " 1 1 " 30" CONNECTION TO EXISTING SEWER FORCE MAIN SCALE 1"=20' MOFFA TT & NICHOL ~dj w ... :..~. E N G I N E E R s M.A. KRAM 415 NORTH VINEYARD AVENUE ONTARIO, CALIFORNIA 91764 ORANGE COUNTY PHONE No. (909)937-0125 FAX No.(909)937-0199 0 --< No. 44030 Exp. 6-30-R~~ SANITATION DISTRICT 0 --=-...o % =""' ~~ ?,; = tt "''!.1 ,,., THE t~ OJ H LEGEND FIELD VERIFY THE POINT OF CONNECTION AT THE EXISTING 30" DIP SC:WER FORCE MAIN NEAR BIKE PATH AND PROTECT THE EXISTING SEWER FORCE MAIN. COORDINATE THE SHUTTING DOWN OF THIS FORCE MAIN WITH CSDOC. CUT AND REMOVE THE EXISTING 30" DIP SEWER FORCE MAIN AS INDICATED. DRESSER STEEL FLANGED ADAPTOR STYLE 128, WITH 3/16" STAINLESS STEEL BOLTS AND WRAPPED WITH POLYETHELENE (TYP) OR APPROVED EQUIVALENT FOR JOINING EXISTING 30" CAST IRON /DI PIPE, AS INDICATED. 30" FI.ANGED DIP SPOOL FORCE MAIN. 30"(RUN) BY 24"(BRANCH) FLANGED DIP 45 DEGREE WYE. 20" OD WELDED STEEL PIPE FORCE MAIN. DRESSER STEEL FLANGED ADAPTOR STYLE 128 OR APPROVED EQUIVALENT FOR JOINING 20" SEWER FORCE MAIN STEEL PIPE. 24" TO 20" FLANGED DIP REDUCER. 24" FLANGED DIP 45 DEGREE BEND. 24" CLP,SS 53 FIANGED DIP SPOOL FORCE MAIN. 24" FLANGED PLUG VALVE-DEZURIK FIGURE 198 AND ACTUATOR MODEL ABG1 6H20. ~ ADJUSTABLE VALVE BOX AT GRADE PER CSDOC STD DRAWING S-015. [lj CONCRETE THRUST BLOCK PER DETAIL HEREON AND CONSTRUCT WITH CONCRETE CLEARANCE FOR REMOVAL OF PLUG VALVE. NOTE: THE CONTRACTOR SHALL VERIFY AU. CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. SANITARY SEWER PLAN/DETAILS J ~ ► z I 0 r I u D 0 l m 0 0 D D CJ D m 0 D D rn ~ ~ z i5 C z < rn m . " D ., ~ rn ► < D z m 0 p r ~ 0 D z ~ DRAWING NO. 0::: ~ u.J ,; CD 7 :::;; 0 55-14 ::, ' z D -r 0 >--... tJ 0 SHEET NO. ul r D ii u <( LO D 0::: c. D •c ~ >--a z - 15 17 D OF u A I B - 2 - 3 - 4 - 5 I NO. DESCRIPTION BY DATE REVISIONS VERIFY SCALE I I I I ONE INCH ON ORIGINAL I DESIGN: DRAWN: CHECK: DATE: C BYu HTN VLK 12/99 I CXJ -t D -t N 15" ~I I 36" 36" 0 E 2-4" DIA PVC FLOOR DRAINS I F 12' LIMITS OF CONC. WALK AIR RELEASE AND VACUUM VALVE ASSEMBLY -SECTION DETAIL NO SCALE J:111 - 7 (TYP) PVC 3 n----J-,k -+-------+------++ >-) 4 LL--4t' [ FLOOR DRAINS (TYP) "'-ofEss,0,y ~ 1 4( .,.. .. v-TWIN SEAL / TAPPING SADDLE ,'--------JQ:r==:::::<ir-----tgoi:1 12 t 20" WSP AIR RELEASE AND VACUUM VALVE ASSEMBLY -PLAN DETAIL NO SCALE ~~:-"1;: MOFFATT & NICHOL !:!IIIL,01' E N G I N E E R s I G I - 3 SS-1 3 SS-1 ~ ~ ~ M.A. KRAMAN -" .. ~ ~ No. 44030 m ~ .. Exp 6-30-01 {< • * 415 NORTH VINEYARD AVENUE ONTARIO, CALIFORNIA 91764 PHONE No. (909)937-0125 FAX No.(909)937-0199 R~~ ORANGE COUNTY SANITATION DISTRICT .ri: CML '-.,,, *' ~ DF CALI~ H I I j CONSTRUCTION NOTES OJ-ASSEMBLY HOUSING SHALL BE 18" SCHFDUI E 40 STEEL VENTED PIPE COVER, WELD 1 /4" PLATE TO TOP. PROVIDE 4 ANCHOR LUGS AT BOTTOM, HOT DIP GALVANIZE AFTER FABRICATION 7 HEN PAINT. AIR HOLES IIAV[ A 3/4" DIA AND SPACED 4" OC IT}-SEWAGE AIR RELEASE AND VACUUM VALVE ASSEMBLY, APCO MODEL 445WA FOR 2" DIA PIPE OR APPROVED EQUIVALENT AND PER CSDOC STD DWG S-212. ffi-VALVE BOX, COVER AND RISER PER CS DOC STD DWG S-015 OR CITY OF NEWPORT BEACH DRAWING STD-511-L. 0-2" BRONZE BALL VALVE, JONES, J 1955 W/J-2816 NUT. [I}--2" PI_UG VALVE. 0-1 / 4" DIAMETER STEEL ROD HANDLES, FILLET WELD TO TOP HOUSING COVER PLATE. 0-1/2" DIAMETER STAINLESS STEEL ANCHOR BOLTS SET IN CONCRETE SLAB, (4 REQUIRED). 0-PAINT COVER INSIDE AND OUTSIDE WITH TWO COATS "WHITE" GIOSS ENAMEL PAINT. 0-REINFORCED CONCRETE SLAB WITH W1 .2 x W1 .2 WELD WIRE MESH AND 2-4" DIA FLOOR DRAINS (PVC) §-3/4" CRUSH ROCK FOR ASSEMBLY'S 2-4" DIA FLOOR DRAIN. §-ASSEMBLY SHALL BE LOCATED SO AS TO HAVE A MINIMUM IMPACT ON PEDESTRIAN TRAFFIC. O]-2" PVC SCHEDULE 80. §-ADJUST HEIGHT OF ASSEMBLY HOUSING TO FIT PLUG VALVE, ,t.,IR VACUUM VALVE ASSEMBLY AND 2" MIN CLEARANCES. S-5/79-5 DRAWING NO. SANITARY SEWER DETAILS Ct:: w CD :::. :::, SS-15 2 ~ '==-~-----1 I-.... SHEET NO. u I <(<0 Ct:: 16 17 OF 1-z: 0 u < 0 ~ . 0 ✓ -~ ~ /J z m ~ ~ z I 0 5 " n m n 0 " D 0 ~ m 0 a D rn ~ ' z 0 C 2 < rn m . a 0 " ii cs ,. < a 7 ,m n > C ~ u TI ~ "' ' A B 1 2 'I \ 3 4 5 VERIFY SCALE DESIGN: DRAWN: CHECK: NO. DESCRIPTION BY DATE ONE INCH DATE: REVISIONS ON ORIGINAL C D BYu HTN VLK 12/99 E 99 MH NO.:i I I I I MOFFATT & NICHOL E N G I N E E R S 415 NORTH V,NEYARD AVENUE ONTARIO, CALIFORNIA 91764 PHONt No. (909)937-0125 FAX No.(909)937-0199 R~~ •. '•----~;;. U'. :~~: ~~ F MH NO. 1 2 3 4 5 6 G H ADJUST MANHOLE TO GRADE ---------~------------ MANHOLE EXIST APPR DELTA LOCATION RIM PROPOSED in COMMENT ELEV RIM ELEV ·------·--·----·--· "CST'' STA 25+44.658, 35.17' RT 8.68 8.80 1 1 /2" "CST" STA 25+65.68, 53.86' RT 7.96 8.79 1 o" --- ---------·---- "csr· STA 25+78./22, 52.13' RT 8.75 8.34 "" ~ "CST'' STA 25+82.262, 62.59' RT 8.63 8.13 6" SEE CHECKERED COVER PLATE DETAIL ·-··-_,.. 1'CCM" STA 225+ 18.924, 63.31' RT 9.08 7.83 15" 11B 1 " STA 5+ 75.139, 32.23' LT 25.78 26.51 8 3/4" SEE TRUCK PULLOUT DETAIL ON -,. --------. --·-- ORANGE COUNTY SANITATION DISTRICT CONSTRUCTION NOTES Q_ ADJUST SEWER MANHOLE TO GRADE PER CSDOC ~ STD DWG S-055. NOTE: 1. ALL AGGREGATE BASE RElv,OVED SHALL BE REPLACE WITH CLASS B CONCRETE. 2. CONCRETE MAY BE CIRCULAR OR SQUARE IN SHAPE WITH A MINIMUM OF 12" BETWEEN EDGE OF CONCRETE AND LIP OF MANHOLE FRAME. 3. MANHOLE MAY BE ADJUSTED TO GRADE USING BRICK AND MORTAR OR PRE-CAST RINGS. 4. ROADWAY STATIONING IN METRIC SANITARY SEWER PLAN SHT ON SHT C-13 J C-13 5_5!7'1-S DRAWING NO. a:: L,.J CD :::. SS-16 ~~ ="""'"""""-----, I-..... SHEET NO. u I 17 17 OF <l'. "' a:: 1-z D u ~ ,; 7 "" 6 ~ ' 0 D n m 0 0 D :n 0 ~ m 0 D :n m 1'; ~ < 2 6 C 7 ct-a ™ D ~ a . " 'n C > " ~ " z "' }" n ,, C ~ 0 :n z ,;