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S-84-9.2i z a a a c z a c c 4 4 v w 0 V3 BARS o 12 "0 45 BRAS LOW. EXI)T. (00" M.N. TO REMAIN — I"4 BARS D 12"O.0 BOTH WRVS TOP I DOFTOM We), Z(b (TYP.) v a •. 12" 21 -�,vr ~r i ZD l E-- EXM. I/Z' STEEL PLATE TO REMAIN l� ' \ EXIST. III' DIP. M.H. TO REMRIN EXIST. LADDER TD REMAIN Aw�AWJ -AMY CON ✓!NilNCE Qvra r �EXIhT. (/y "STEEL PLATE REMAIN . 13 24 _ 2.814 A" jjd 4L/Y0 '. rifx�s[E �evArrv6,. LL EXISTING E➢UIPMENT WOHIU STRUC1llRES C PUMPS, STRAYERS, ELEC. CONIRDLS, ETC ... I TO BE REMOVED AND RETURNED TO CITY OF COSTA MESA CURPURR11014 YARD, 2300 PLACENTIA AVENUE. ALL EXISTING PIPING 1 CONDDITS (EXCEPT FFS, VENT PIPES 4 SUMP PUMP DISCHARGE LINET T° BE REMOVED FLUSH WITH WALLS, L �r PLUGGED, AND FILLED WITH GROUT. NOT TD hERLE PUMP liTATHIN DETA10 SCALE 1 ":2' E}.4" . LIMITS /OFF EXCAVATION OF W11-WELL U immum 60 "10 A9,rCAS7' 444AAV'0Z F ANO fCCE/VTR /L " 47 TOP W /TH PRECAS r e 4 - IQ MA.Y.vO. . 41'T ,4S it/AAUfiIC r!/RE© 499 -4SSOG.- C/4'ETf PQ000CTS, 7VC COSTA WS /� D.Q AAP.40 E E NOTE ALL SCRLED DIMENSIONS ARE APPRDXIMRTE. BEFORE PRUCEEDING WITH ANY WORK, THE CONTRRCTOR hHRL1 CAREFULLY CHECK AND VERIFY ALL DIMEN610M AND HUANTITIES. . v O 4a,4L. Fhi ti 1n C.an'oR6u r r *o rRA v L L Y 13 BARS 0 i2" D.E. "5 BARS LUNT (TYP) • � C D15C }IARGE LINE 8 EXIST. HANGER 10 REMAIN (SUMP PUMP) / /`�� 01.91) C.L. PIPE Ofln %� 15 / EXIST. (o" A.C. WATER MAIN (PROTECT IN PLACE) o A" MIN. V hTE.ELSLEEVE / 4P' A " Fo 58" B" �O . B.. F4Pfh ALL NEW UPENINGS TO BE CORE DRILLED lo F 9,q GROUT oo ' EXI /Z" STEEL PLATE TO KEMA s •s F 10 9 10 8 L E t ,ob o o AMRDR-SULTS'PER-MANUFACTURER'S RECOMMENDATION 8" MN. GAUhHED RUCKG 66� 6 e viECTIDN R'A NOT TO SERLE PATCH ALL HOLES WI MORTAR L APPLY 2 COATS PRINT TO WALLS D13 AND CEILING TO SATISFACTION OF DISTRICT ENGINEER I9 5.48 L.L. PIPE GROUT U� DRILL 1'i' DIA. HOLE AND DRYPALK (TYP.) XIST. 10' DIA, M.H. TO REMAIN CONCRETE MIAR hGALE 1 ":2' iECTIDN 8•B EBMTRUCTIUN NDTE5: MFG. MUDEL t FLYGT EXIST. MMVENIENLE OUTLET TD REMAIN ZO PUMP DISCHARGE BASE (2) FURNISHED BY D151R0 i 3O UPPER GUIDE BAR BRRCISEIS- STAINLESS hTEEL(2)FURNI4HED BY MST. I A p ALHAMBRA FOUNDRY A-1515 O2" DIA. A-3U4 STAINLE55 STEEL GUIDE PIPES 12 PER PUMP) i iPER PUMP) AWD h' /6N WArIR .44ARM l .' � TiIANSM /7rE.P 1 ;• 7O 4 x (D REDUCER, CONCENTRIC, FLG., CL 5D D.I.P. (2) FRRMEICOVER 8O (D" D.I.P. PIPE W /WALL FLANGE, FLGx Pl. , CL 50 (4) ,, . Lvrc/rA.�cr c /.v! w.rnrcwasr r • 0"'f m Wlfr W1464 iLLC TR /C .fL S& iYiMP 4 SMITH - BIAIR . N!/AAC rvr►!O IY rArE Covle,4 o y . arrervco. .rrr� E °e •• EXIST. hump PUMP ID REMAIN ENr/LAT,N6 BLOWFA, 12 (6'x3" TEE, FLG., EL.SD D.I.P. (2) EXIST. BLOWER TD REMAIN EEL SLEEVE NOTE ALL SCRLED DIMENSIONS ARE APPRDXIMRTE. BEFORE PRUCEEDING WITH ANY WORK, THE CONTRRCTOR hHRL1 CAREFULLY CHECK AND VERIFY ALL DIMEN610M AND HUANTITIES. . v O 4a,4L. Fhi ti 1n C.an'oR6u r r *o rRA v L L Y 13 BARS 0 i2" D.E. "5 BARS LUNT (TYP) • � C D15C }IARGE LINE 8 EXIST. HANGER 10 REMAIN (SUMP PUMP) / /`�� 01.91) C.L. PIPE Ofln %� 15 / EXIST. (o" A.C. WATER MAIN (PROTECT IN PLACE) o A" MIN. V hTE.ELSLEEVE / 4P' A " Fo 58" B" �O . B.. F4Pfh ALL NEW UPENINGS TO BE CORE DRILLED lo F 9,q GROUT oo ' EXI /Z" STEEL PLATE TO KEMA s •s F 10 9 10 8 L E t ,ob o o AMRDR-SULTS'PER-MANUFACTURER'S RECOMMENDATION 8" MN. GAUhHED RUCKG 66� 6 e viECTIDN R'A NOT TO SERLE PATCH ALL HOLES WI MORTAR L APPLY 2 COATS PRINT TO WALLS D13 AND CEILING TO SATISFACTION OF DISTRICT ENGINEER I9 5.48 L.L. PIPE GROUT U� DRILL 1'i' DIA. HOLE AND DRYPALK (TYP.) XIST. 10' DIA, M.H. TO REMAIN CONCRETE MIAR hGALE 1 ":2' iECTIDN 8•B w ° i a r-3 LAJ J x cWC {p• z C3 I ac z z LAJ SCALE 1 ":2D' d` Q o f J CXIST. 10' DIA. M.N. TO REMAIN c 3 � EX. S.W. � "' � �.. EX..S:W. ::4�J —� W�� W W NN z (n" A.C. 24' N. C.L. a REMUVE EXIST. M.H.I BASE, RND C➢NST. ° LIMITS OF EXCAVATION r ©� c ° I/Il— 48" M.N. PER C.M.S.D. STD. h 10D, INSTALL (o" C.l. FORCE MRIN 14' N. C.L. P.V.C. LINER PER D.L.S.D. STD. h 25 1. hEE DETAIL BELOW FUR ELEV. ON SHELF. La o EMER 12 °2'' AVENUE — I SITE PLAN EAIhT. 8" V.G.P. NEWER rerun „r'AIS (BE” ,n MA unw , PIPINn SCALE 1 ":20' 7MUIL LONTR13L NOTES: STEEL SLEEVE MAINTAIN 1 LANE OF 1P,RFFIC IN EACH DIRELTI ➢N AT RLL TIMES - nrvnnsr�ATw 4 El 8 3� �ti. N EXIST. CDNC. M.H. TO REMAIN � � 1/4"/ 1, EX.WC.I. FORLE MAIN �EX15T. 8 "V.C.P. SEWER hHEET fil6LER AVEUUE 2 FURCE MAIN MANHULE � SCALE 1": 2' �iECTIUN D•D PUMP ))TAT10N OF 1 � - EXIiT (o" C.I. FORCE MAIM _Tf 4 EBMTRUCTIUN NDTE5: MFG. MUDEL 1O SUBMERSIBLE tiEWAGE PUMPS (2) FURNISHED BY DISTRICT FLYGT CP 31 ➢2 ZO PUMP DISCHARGE BASE (2) FURNISHED BY D151R0 FLYGT 3O UPPER GUIDE BAR BRRCISEIS- STAINLESS hTEEL(2)FURNI4HED BY MST. FLYGT 4O 48" C.I. MANRU(E LID I FRAME (1) ALHAMBRA FOUNDRY A-1515 O2" DIA. A-3U4 STAINLE55 STEEL GUIDE PIPES 12 PER PUMP) iPER PUMP) �1 .,.,EEAA 60" %1 ..,..,,.,Li W4 T,,,&„ PVA. 1INE, ,,, F16SBB,,,,... E13NER 7O 4 x (D REDUCER, CONCENTRIC, FLG., CL 5D D.I.P. (2) FRRMEICOVER 8O (D" D.I.P. PIPE W /WALL FLANGE, FLGx Pl. , CL 50 (4) G(D" D.I.P. PIPE, P. E.xP.E., CL. S➢ OCo' FLEX-COUPLING (4) SMITH - BIAIR 11 Lo" X10' BASE ELBOW, DRILLED 1 FACED, CL. 50 DLP. FLG., (2) 12 (6'x3" TEE, FLG., EL.SD D.I.P. (2) EEL SLEEVE 13 (D" D.I.P. PIPE , FLGiFLC, EL. 50 14 (n" 90° ELBOW , EL. 5D DAP. , FLG. ( i ) 15 fu' IEE, FLG., CL. 5O D.I.P. (1) i{o 2'n" PIPE STAND, 50LIED TO FLUORI BASE ELBOW (2) 17 i:Q9 -lb ECCENTRIC PLUG VALVE W/ LEVER (2) DEZURIK 06101FIG118,F,(0,Mi(D,ANG O3 "tt5lb ECCENTRIL PLUG VALVE WILEVER (1) DEZURIK I FIG 344. 1360O ➢3OO,FIG118,F,1,RS11a,ALE 1?-r)-lb BALL CHECK VALVE (4) FLYGT O REMOVE PIPE AND PAICH HOLE Z1 RECDNST. [S" V.G.P. INFLOW, 4 - Z' SEEIMNS 22 CONST. PDLIRED IN PLACE CONE. BASE (PORTIONS EXPUhED TO SEWAGE 10 BE LINED W/7-LOCK P.V.G.) 23 CONST. POURED IN PLACE CONE. COLLAR 24 3/0 TUBING FUR AIR BUBDLER SY41EM FURNISHED BY D151R)CT (ENCASED IN3 /4 "P.V.I. PIPE) OSUBMERSIBLE JUNCTION BOX (2) KILLARX DBS (obll O hRWCUT ( PAVEMENT REMOVAL PER C.C.M. hTD. 801 21 INSTALL &U "O. 1 "THICK STEEL 4LEEVE INSIDE EXIST. M.N. 28 MiTALL 3 /q" x3" STEEL BAR -BRACE Z9 (e "W.P PIPE, F`LCxUHIFLG.CL.SU. w ° i a r-3 LAJ J x cWC {p• z C3 I ac z z LAJ SCALE 1 ":2D' d` Q o f J CXIST. 10' DIA. M.N. TO REMAIN c 3 � EX. S.W. � "' � �.. EX..S:W. ::4�J —� W�� W W NN z (n" A.C. 24' N. C.L. a REMUVE EXIST. M.H.I BASE, RND C➢NST. ° LIMITS OF EXCAVATION r ©� c ° I/Il— 48" M.N. PER C.M.S.D. STD. h 10D, INSTALL (o" C.l. FORCE MRIN 14' N. C.L. P.V.C. LINER PER D.L.S.D. STD. h 25 1. hEE DETAIL BELOW FUR ELEV. ON SHELF. La o EMER 12 °2'' AVENUE — I SITE PLAN EAIhT. 8" V.G.P. NEWER rerun „r'AIS (BE” ,n MA unw , PIPINn SCALE 1 ":20' 7MUIL LONTR13L NOTES: STEEL SLEEVE MAINTAIN 1 LANE OF 1P,RFFIC IN EACH DIRELTI ➢N AT RLL TIMES - nrvnnsr�ATw 4 El 8 3� �ti. N EXIST. CDNC. M.H. TO REMAIN � � 1/4"/ 1, EX.WC.I. FORLE MAIN �EX15T. 8 "V.C.P. SEWER hHEET fil6LER AVEUUE 2 FURCE MAIN MANHULE � SCALE 1": 2' �iECTIUN D•D PUMP ))TAT10N OF 1 � - EXIiT (o" C.I. FORCE MAIM _Tf 4