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HomeMy WebLinkAboutS_5152_SSE OJF JPUJBLIC WORK§ DJEJP AR TMENT SECTION 5 AGE PUMP STATION APPROVED BY APPROVED BY ----~-/-__ z_ufli1_11 _ 1 _f ________ DATE: 7-8-97 lPUBlLKC WORKS DIRECTOR R.C.E.16791 ~f-. .1:,,.liv-~.4J.d!....!,_, -=D::::..:-e.t.»u~~l~G---=::::-=-----------DA TE: 7-s-'i 7 UTKLKTKES MANAGER ENGINEER CONSULTING ENGINEERS R.C.E.25553 R.C.E. 50292 IOI PACIFICA SUITE 150 IRVINE CA 92618 (714) 753-7333 DATlE: 1-e-cr7 C-2. ''. 7 5 S-',/ :.i2.-S SHEET I OF 32 I I □-INDICATES AREA SH(JNN ON LOCATION MAP VICINITY MAP NOT TO SCN.£ SYMBOL LEGEND • () (t..? J ~2)---- -x-x-x- G) Cl{l ...LLL _Lil. -il'.£ _,fLL_ POI/ER POLE MANHOLE FIRE lf(DRANT METER BOX VALVE POI/ER POLE ANCHOR MONUMENT BLOCK WALL FENCE TREE SHRUBBERY ASPHALT PNEIIENT BUILDING EX/5TING CONSTRUCTION PROPERTY UNE NE'// CONSTRUCT/ON - · -Ii_ - -CENTERLINE -·--S-··-SEWER LINE ------\✓-WATER UNE ---G---GAS UNE --[--POWER LINE -E/T--ELECTRICAL/TELEPHONE CONDUfT -TEL--TELEPHONE UNE --Tl/ --CN3LEVIS/ON UNE -SP --SPRINKLER SY5T EM 1) STREET UGHT c-. ~•0 TREES AND SHRUBS Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG CITY OF IRVINE I I I I I I I I I I I I I I I I I I I I I AVE ·, ' -, \ ', \ \ ' \ \ \ \ \ \ LOCATION MAP !JOT TO SCALE ' ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ REPlACEME'w SE.&!ON 5 SEW/tSE PUMP sr/f(roN I \ I I \ I \ \ \ \ \ I I I \ \ \ \ I I \ \ I I \ \ \ \ \ \ I I I I I \ \ I --------------------------I PROJECT 1 LOCATION EXISTING SECTION 5 1 SEW/13£ PUMP STAT,VN / _________________________________________________________ J LIST OF DRAWINGS SHEET NO. TfTLE !. TITLE SHEET 2. GENERAL NOTES, VICINITY MAPS, SYMBOLS, AND ABBRE\IIATIONS 3. CONSTRUCTION NOTES AND KEY NOTES 4. INDEX MAP 5. SITE PLAN 6. GRAVITY SEWER PLAN AND PROFILE UNE "A" ST/\. !•00.00 TO STA 3•75.00 7. GRAVITY SEWER PLAN AND PROFILE LINE "A" ST A. 3•75.00 TO END 8. SEWER FORCE MAIN PLAN AND PROFILE STA. /•GO.GO TO STA. 3•50.00 9. SEWER FORCE MAIN PLAN AND PROFILE STA. 3•.'50.00 TO STA. 6•00.00 10 . I !. 12. 13. 14. /5. 16. 17. 18. 19. 20. 21. 22. 23. 24. SEWER FORCE MAIN PLAN AND PROFILE STA 6•00.00 TO END MANHOLE DETAILS FORCE MAIN \IALVE VAULT AND WATERUNE RF!DCAT!ON -SOUTH ALLEY MECHANICAL PLAN AND SECTION MECHANICAL DETAILS I MECHANICAL DETAILS II MECHANICAL DETAILS Ill WET WELL STRUCTURAL PLANS AND NOTES WET WELL STRUCTURAL SECTIONS WET WELL STRUCTURAL DETAILS PUMP STATION VALVE VAULT STRUCTURAL PLANS AND DETAILS ELECTRICAL ENCLOSURE STRUCTURAL PLANS AND DETAILS ELECTRICAL SYMBOLS AND ABRRFVIAT!ONS POWER PLAN AND ELECTRICAi_ SITE PLAN POWER SCHEMATIC, SINGLE LINE DI/JiJRAM AND LOAD CENTER SCHEDULE PUMP CONTROL SCHEMATIC rELEMETRY AND EXHAUST FAN 0/JJl]RAMS ELECTRICAL ENCLOSURE LAYOUT AND CONTROL PANEL DETAILS PROCESS AND INSTRUMENTATION DIAGRAM EXISTING PUMP ST AT/ON DEMOLITION PLAN TYPICAL CROSS SECTIONS EMERGENCY TELEi°lfONE NUMBERS AGENCY DAYTIME NIGNTTIME S0/fiHERN CALIFORNIA GAS COMPANY S0/fi HERN CAf./FORNIA EDISON COMPANY Pf'CIFIC BELL CITY OF NE'IIPORT BEACH iUTILfTIES DEPT.! COUNTY SAN[{ AT/ON DISTRICTS OF ORANGE COUNTY COMCAST CN3LEV!SION UIIDERGRO/JND SERVICE /JLEl{T 634-3049 835·5200 666-5688 644-301/ 962-2411 2B5-2071 /·&)()422-4/Jj 634-3129 800-325-0417 666-5725 644-3117 %2-2411 285-207! /JC /JCP BC CB CF CFM CFT Ci q_ CNB CONC DEF DIP DI DIA E EC £CR ELEC EXIST. FE G GB GRND GT GV /NV EL LF LT MH MIN MJ l!!JBREV!ATIONS A5PHALT CONCRETE A5BESTOS CEME!fT PIPE BEGIN CURVE CATCII BASIi/ CURB F/!tE CUBIC FEET PER M/NU/L CUBIC /-EU CAST IRON CENTERLINE crrr OF NEWPORT BE/JCH CONCRErt DEFLECTION DUCTILE /ROIi PIPE DUcrllE IRON OIAMETtR EA5T END CU/?VE END CURB RETURN ELECTRIC EXl5T/NG FLNIGED END GAS GRADE BRE/11!. GROUND GRIP TIGHT GATE VALVE !INERT ELEVATION LINEAL fEET LEFT MA!lf/OLE Ml/I/MUii MECHANICAL JO!!fT N oc OPP PCC PE PROP. PVC RCP RCSCP RT RIW s SC[ SCG SD SOR SIL ss STA STL 5T LT 5T STA TC TELE TL Tl/ TYP VCP VIC w WC WM 1101m1 ON CENTER OPPCSrrF POl!fT OF COMPC/JIID CURVATURE PLAIN END PROPOSED POLYVINYL CHLORIDE REJIIFOFICED CONCRETE PIPE REINFORCED CONCRETE 5TEEL CYLINDER PIPE RIGHT R/G/-fT OF WAY SEWER OR SOUTII SOUTHERN CNJfORIIIA EJ)/SON SOUTHERN CALIFORNIA GAS STORM DRAIN 5TRENGTHIDIAJJETER RATIO SEWER L4TERAL 5TEEL PJPE STAT/OIi STEEL 5TREET LIGHT STREET STATION TOP OF CURB TELEPHONE TOP OF LEffiER TOP Of 1/ASOl/ff{ TYPICAL VlrRIFIED CLAY PIPE VICT J,/J/L/C WfJER OR WEST WATER COWMN WATER METfR /10/99 J. L & AS BUILT -JKM =-- CITY OF NEWPORT BE/JCH GENERAL NOTES I. THE CONSTRUITION Of ALL PUBLIC /MPRCNEMENTS SHALL CONFORM TO THE REQUIREMENTS Of THE NEWPORT BEJCH CONSTRUCT/OIi ST AIIDARDS. ST AIIDARD SPECIAL PROV/S/ONS,DESIGN CRlrERIA.ST AIIDAIW DR,'/1/INGS AIID THE 'STMIDARD SPECIFICATIONS FOR PUBLIC WORKS CON5TRUCT!Olt, 1994 £Dir/ON AND SUPPl£MElfTS. 2. ST!frlON/1/G REFERS TO CENTERUNE Of PIPELINE. 3. EXISTING UNDERGROUND IJTll.fTIES ARE SHOW// AS PER AVAILN3LE RECORDS. THE CONTRACTOR SHALL BE RESPONS!Bl£ FOR VERIFYING THE ICTUAL /JJCATION AIID ELEVATION IN THE FIELD PRIOR TO BEGINNING COIISTRUIT/ON OF THE NEW F ..C/IIT/ES. 4. S/Dfl//ALKS SHALL BE REPAIRED 1M /JCCORDNICE WffH CITY OF Nfl//POFfT BE..CH STD STD-/80-L 5. ALL EXPOSED CONCRETE SURF ICES SHALL CONFORM IN GRADE, COLOR MID FIN/SI/ TO ALL ADJOINING CURBS AND WAlKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING Of STREET AIID DRIVEWAYS. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM MID SUBJECT TO Rfll/S/ON AND APPR(N AL Of THE CITY AS REQUIRED BY SOIL TESTS T MEN Af'TER COMPLETION OF IWGH GRADING. 8. SEWER. WATER AND STORM DRAIN DISTANCES SHO/IN IN PROF/I£ MID IN ESTIMATED 0/JA\'rfTIES ARE HORIZONTAL DISTANCES. 9. THE COII/R/CTOR SHALL REQUEST 11/SPECT!ON FROM THE PUBLIC WORKS DEPAFffMENT 48 HOURS IN 1'lJVANCE OF PERFORMING ANY WORK AT 644- 3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL A150 BE N/JT/f/ED AFTER PL/CEMENT OF FORI/S AND PRIOR TO PLACEMENT Of A!/'/ CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE ANO GRADE MIO COMPARABILITY wrm EXISTING CONSTRUCTION. 10. THE WALLS AND FICE OF ALL EXCAVATIONS GREATER THAfl FNE /5! FEET Ill DEPTH SHALL BE EFFECTIVEI.Y GUARDED Br' A SHORING SYSTEM; SLOPING OF THE GROUND OR OTHER EOUIVALE!fT MEANS.TRENCHES OR EXCAVATIONS LESS THAN FNE (51 FEET IN DEPTH SHALL A150 BE GUARDED WHEN EXAIAINAT/ON INDICATES Tl/AT HAZARDOUS GROUND MOVE.I/ENT MAY BE EXPECTED. II. THE CONTR/CTOR/S! SHALL OBTAIN A PERl/fT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. /0 N30VE FROM CAL-OSHA. 12. ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER cm OF NEWPORT BEACH STD-106-L 13. DUGI/LE I/ION PlrE SHALL OE CLASS 350 AND SHALL HAVE AN 8 MIL WOSE POLYETHYIENE ENCASEMENT AS PER SECTION 207-9£2 OF THE STANDARD SPECIFICATIONS. 14. THRU5T BLOCKS SHALL BE INST AJJLD ON ALL FORCE MAIN FffT/1/GS IN /CCORDANCE WfTH CITY Of Nfl//POFfT BEICH STD-5/0-L. UNLESS OTHER/I/SE SHOWN ON THE ORI/NII/GS 15. WATER MAINS SI/All. HAVE A MINIMUM Of 3(! OF COVER FROM SUBGR1'lJE. 16. ALL CONCRETE PAVING SHALL BE CLASS 560-C-3250 PER CITY OF NEWPORT BE..CH STD-108-L STD-/09-L MID ST£H40-L 17. THE COlfTRICTOR SHALL N/JTIFY THE FJRE DEPARTMENT 48 HOURS IN NJVANCE OF SHIJTT/1/G OFF ANY FIRE HYDRANTS AT 644-3106. 18. THE FJRE DEPARTMENT SHALL BE 1/0T/FIED 48 HOU/iS IN ADVAIICE Of ALL UJ-/E CLOSURES. 19. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTIUZING TYPE 316 5T AINl£SS STEEL 1/UTS. WASHERS AND HEX-HEAD BOLTS. G/JSKETS SHALL BE FULL·f ICED,CLIJTH REINFORCED BUNA-N RUBBER. 2JJ. FLEX MID TRANSlr/ON COUPUNGS USED TO JOIN PIPE IN FORCE MAIN CON5TRUIT/OII SHALL HAVE ALL THREADED PARTS AND JOINING IIARDWARE FABRICATED FROM TYPE 316 ST All/LESS STEEL PIPE HN/NESS ASSEMBUES, VALVE AIID FITTING RESTRAINTS AND SH/CKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTIUZING TYPE 316 .',TAINLESS STEEL ALL-THREAD RODS. NUTS, BOLTS AND WASHERS. CLAMPS, SHICKLES ANO OTHER HAfl[J//ARE II/if BE CARBON STEEL OR DUCT/I£ IRON WHERE APPROPRIATE.BUT MUST BE COATED LIBERAJJY wrrH CORROSION PROTECTIVE MASTIC COi/POUND. 21. BOLTED CONNECTORS f"8R/CATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY wrrH NI APPROVED ANTI-SEIZE COi/POUND. 22. ALL BOLTED AND THREADED FASTENERS SHALL CONFORM TO THE MINIMUM REQIJ/REMElfTS FOR 5TREI/GTH, MATERIAL CON5TRUCTIOII AIID DIMENSION AS E5T "8LISHED El( THE ASTM AND THE MIS/ SPECIFICATIONS. ALL FA5TENERS SHALL BE ICCOMPANIED El( WRITTEN CERTIFICATION FROM THE MAI/UF..CTURER 5TATING COMPLIAIICE WfTH THE APPROPRIATE SPECIFICATIONS. 2.l ALL MECHAII/CAl JOINT FITTINGS SHALL HAVE RETAINER GLANDS. BENCHMARK: TOP OF SEWER I/ANH0l£ RIM LOCATED APPROXIMATEI.Y 41 FEET SOUTHERLY OF THE CENTERLINE OF PARK AVENUE. AND APPROXIMATELY IIO FEET EASTERLY OF THE CENTERUNE OF PEAlONE AVENUE, NEAil THE CENTERUIIE OF A 15 FO/JT WIDE ALLEY. ElEV AT/ON • /0675 ER R,C,E. NO. 4G214 DATE __ J.L..C.-~q,~--"1-'--',--- AS BUil T SECTION 5 SEWAGE PUMP STATION GENERAL NOTES, VICINITY MAPS. SYMBOLS, AND ABBREVIATIONS C-?975 25. 26. 27. 28. 29. 30. 31. 32. PAVEMENT REMOVAL AND REPLACEMENT SEQUENCE OF WORK CONSULTING ENGINEERS J: CIVIL ~'> □ATE B" DESCRIPTION APP'D DESIGMEJ DRAWN CITY OF NEWPORT BEACH s-s1s2-s t° OF UL'f~ T. GIESE A.B.IB.S./S.11.P. l....-....!1----------------IL-------------------------------------------------------· -~-·--.. ,. ... .,,.. ________ ..1. _______ -_,...,_ ___________ ..... __________ RE_V1_s_1o_N_s _________ .,Lc_,_Ec_KE..:!~-:.;L;:;O!AG:;:UEa..1._D_AT..;E':.:;01:,;;.oi~1;.,:97_.J. __ ....:P..:U:B:Ll.:.C ..:W:.:.O..:RK.:s_o:.:E:.P;.;.AR..:T..:M:EN..:T....: __ J.....:S:H:EE:,:T..:,2 .:O::.F..:3::2_J NB2NOS-IT, OCN - I D-87 .. I I I, ~I ~j ~I " ,, ,. , - I , a D m 0 D 0 m " rn < z C < rn m D 0 ~ "' • D ' I il " c; z I 0 r 0 " \;. z I 0 r 0 n 0 D " 0 D ~ 0 z • ~ z .m 0 p. ~ D z ~ ; r--l ~ ~ 0 0 0 0 ® © 0 ® 0 @ @ @ @ ® @ ® @ ® @ @) ® @ @ @) @ @ @ @ @ ® ® ® @ ® @ ® ® @ @ @ @ @ @ ® @ @) @ @ @ @ @ CONSTRUCTION NOTES 15 HP NON-CLOG SUBMERSIBLE PUMP. Q • 850 GPM @ 48'TDH WI 55 BIJNL ASSEMBLY 5 HP NON-CLOG SUBMERSIBLE PUMP, 0=320 GPM @ 27'TDH WI 55 BOWL ASSEMBLY 6" AUTOMATIC PUMP DISCHARGE CONNECTION (BY PUMP SUPPLIER) 4" AUTOMATIC PUMP DISCHARGE CONNECTION (BY PUMP SUPPLIER) 6" 9(! FLANGED DI BASE ELBOW, FASTEN TO WET WELL BASE WITH SS ANCHOR BOLTS 4" 90" FLANGED DI BASE ELBOW. FASTEN TO WET WELL BASE WITH SS ANCHOR BOLTS 8" x 6" DI REDUCER (FE x FEJ 8" x 4" DI REDUCER (FE x FEJ 8" CLASS 350 DIP !FE x FEJ /3' -103/e" LONG 8" CLASS 350 DIP !FE x FEJ /4' -13/e" LONG 8", 9(! DI ELBIJN (FE x FEJ 8'' CLASS 350 DIP !FE x PE! 6' -O" LONG 8" SLEEVE TYPE COUPLING 8" CLASS 350 DIP !FE x GROOVE OJ O' -9' LONG 8" SWING CHECK VALVE WITH LEVER AND WEIGHT !FE x FEJ KENNEDY OR APPROVED EQUAL 8" PRESSURE SENSOR (RED VALVE SERIES 40) 8" ECCENTRIC PLUG VALVE WITH LEVER OPERATOR !FE x FEJ DEZURIK SERIES /00. CONTRACTOR TO CUT LEVER TO /8-/NCHES IN LENGTH 8' CLASS 350 DIP (FE x FEJ O' -6" LONG 8" x 8'' DI CROSS (FE x FEJ 8" CLASS 350 DIP (FE x GROOVE DJ O' -8" LONG 8" STYLE 3/ VICTAULIC COUPLING 8' x 4" DI TEE !FE x FE) 4' TAPPED FLANGE WITH 4" SS CAMLOCK IFEJ FITTING AND INSULATING BUSHING 8' CLASS 350 DIP !FE x GROOVED) I' -4" LONG 8' CLASS 350 DIP !PE x GRO/J,/EDJ 4' -4" LONG SUMP PUMP PER DETAIL@ 12" PVC BUTTERFLY VALVE /FE x FEJ WITH VALVE BOX AND RISER PER CNB STD-511-L I½" PVC SWING CHECK VALVE STAINLESS STEEL LADDER PER CNB STD-530-L 12'-0" x I/'-£' TRAFFIC RATED CONCRETE VAULT COATED WITH 80 MILS EPOXY POLYPROPYLENE PLASTIC STEP PER CNB STD-404-L WITH LADDER UP SAFETY POST 38' x 20' REINFORCED CONCRETE WET WELL WITH T-LOCK LINING 12" PVC GRAVITY SEWER PER CNB STD-/06-L /8" 0 x ¼" WALL STEEL CASING STAINLESS STEEL. NYLON JACKETED, LIFTING CABLE SS LIFTING BAIL SEE DETAIL @ I" STAINLESS STEEL HOOK 8' FLANGED COUPLING ADAPTER 2' SCH 40,316 STAINLESS STEEL SLIDE RNLS, 2 PER 15 HP PUMP !¼" SCH 40,316 STAINLESS STEEL SLIDE RAILS, (2 FOR THE 5 HP PUMPJ 3/6 STAINLESS STEEL GUIDE BRACKET PER PUMP MANUFACTURER'S RECOMMENDATION 4' x 4' STAINLESS STEEL DOUBLE DOOR.SPRING ASSISTED ACCESS HATCH, TRAFFIC RATED.SOUND INSULATED.PER DETNL ffi @ 6' x 7' STAINLESS STEEL DOUBLE DOOR,SPRING ASSISTED ACCESS HATCH, TRAFFIC RATED.SOUND INSULATED.PER DETAIL@ t½' PVC SCH 40 HATCH DRAIN /13 HP EXHAUST FAN,6I0 CFM @ 0.25'WC PER DETAIL® EMERGENCY HIGH LEVEL FLOAT CONTROL SWITCH PER DETAIL ffi \]§J /'WASHDOWN AND VACUUM BREAKER DEVICE !½HP PVC EXHAUST FAN,I700 CFM @ 0.30"WC PER DETAIL ® ULTRASONIC @L TRANSDUCER WITH STAINLESS STEEL MOUNT PER DETAIL 6 /4 8" PVC SCH 40 SOLVENT WELD PIPE, VALVE VAULT AIR INLET 8" PVC SCH 40 SOLVENT WELD PIPE, VALVE VAULT AIR EXHAUST ft, CONSTRUCTION NOTES (CONT.) @ 8'' PVC SCH 40 SOLVENT WELD PIPE, 9(! ELBOW (@ CONCRETE FILL, SEE SHEET I 7 @) SS ADJUSTABLE PIPE SUPPORT PER CNB STD-522-L @ ¾" CRUSHED ROCK @ SS PUMP MOUNTING STAND ® 3/6 STAINLESS STEEL TOP GUIDE BRACKET ASSEMBLY PER DETAIL@ @) 150W VAULT LIGHT WITH GUAR !EXPLOSION PROOF) @ 4' r,J MANHOLE PER CNB STD-40/-L @) 4' r,J DROP MANHOLE PER CNB STD-403-L @ INSTALL T-LOCK LINING ON THE NNER SURFACE OF THE WET WELL @ 12" PVC SCH 40 SOLVENT WELD PIPE, WET WELL AIR EXHAUST @ 12" PVC SCH 40 SOLVENT WELD PIPE, WET WELL AIR INLET @) 12" PVC SCH 40 SOLVENT WELD PIPE, 90" ELBOW @ 12" f!J WET WELL AIR INLET TERMINAL PER DETAIL@ @ 12" f!J WET WELL AIR EXHAUST TERMINAL PER DETAIL@ @ VALVE VAULT AIR INLET/EXHAUST ASSEMBLY PER DETAIi ® @) 2' BACKFLOW PREVENTER ASSEMBLY PER DET1fl_i} @) 240 V,200A MEYERS SINGLE METER PEDESTAL @) QUICK COUPLING VALVE PER DETAIL@ ® 8" PVC GRAVITY SEWER PER CNB STD-I06-L @ B" SOR I 7 CERTAINTEED YELOM!NE PVC PIPE PER CNB STD-106-L @ B", 90" DI ELBOW (MJ x MJJ ® CONSTRUCT THRUST BLOCK PER CNB STD-510-L-A @ 8', GERTA-LOK 22 ½"ELBOW @ 8", II¼' DI ELBOW !FE x FEJ ® 8" DI MJ x FE ADAPTER @) 8", 45· DI WYE (FE x FEJ @ 8" ECCENTRIC PLUG VALVE WITH 2" SQUARE OPERATING NUT.COUPLINGS AND EXTENSION ROD @) 8" TRANSITION COUPLING ROM AC STYLE 501 OR EQUAL @ 8",45" DI ELBOW !FE x FEJ @ 8" CLASS 350 DIP !FE x FEJ 0'-1 I" LONG @> 8" CLASS 350 DIP (GROOVED x PEJ 4-5' LONG @) 8" ECCENTRIC PLUG VALVE W/2" SQUARE NUT AND VALVE STEM EXTENSION !FE x FEJ DEZURIK SERIES /00 ,,,-------,. --------- @ 6' x 6'TRAFF!C RATED PRECAST CONCRETE VAULT COATED WITH 80 MILS EPOXY @ 8" CLASS 350 DIP !FE x FE) 3'-0" LONG @ 8" CLASS 350 DIP !FE x FE! 2'-0' LONG @ 3'-0' x 2'-6' STAINLESS STEEL SINGLE LEAF SPRING ASSISTED ACCESS HATCH, TRAFFIC RATED, SOUND INSULATED PER DETA!Li 14 (@) 4'-0' x 4'-0' STAINLESS STEEL DOUBLE LEAF SPRI G ASSISTED ACCESS HATCH, TRAFFIC RATED PER DETAIL ~OMIT ACOUSTIC TREATMENT 14 @ 12" DIA SUMP WITH CAST IRON GRATE ND FRAME.ALHAMBRA FOUNDARY CO. NO. A-2020 OR EQUAL @ 6' TRANSITION COUPLING IACP ROUGH BARREL x PVCJ ROMAG STYLE 50! OR EQUAL (g) 6' PVC C-900, CLASS 200 PIPE PER CNB STD-106-L @) 6' DI MJ x FE ADAPTER @) 6' GATE VALVE !FE x FEJ WITH VALVE BOX AND RISER PER CNB STD-5//-L @ 6' x 6" DITEE !FE x FEJ @ 6' 22/2' DI ELBOW IMJ x MJJ ® 6' x 4" DI REDUCER IMJ x MJ! (§) 4" PVC C-900,CLASS 200 PIPE PER CNB STD-I06-L. MINIMUM COVER = 36-/NCHES @ 4" FLUSHOUT ASSEMBLY PER CNB STD-527-L @ CONSTRUCT REDUCER THRUST BLOCK PER CNB STD-5/0-L-B @ CONSTRUCT VALVE ANCHOR PER CNB STD-5/0-L-C @ 2' 0 LIFTING EYES OVER EACH VALVE @ 8' CLASS 350 DIP /PE x GROOVED) 4'-6' LONG @ 8' CLASS 350 DIP !PE x PEJ 4'-Q" LONG @ 8" RUBBER BANDED COUPLING GMCB SHEARBAND OR EQUAL @ @ @ @) @) @ @ @ @ @ @) ® CONSTRUCTION NOTES (CONT.) 8" DI MJ x FE ADAPTER 8",22 ½'DIE/BOW !FE x FEJ I" SEWAGE AIR RELEASE VALVE 4' ECCENTRIC PLUG VALVE W/2' SQUARE NUT !FE x FEJ DEZURIK SERIES 100 8' CLASS 350 DIP (FE x FEJ 3'-7" LONG 3'-6" x !'-5" STAINLESS STEEL FRAME AND C/J,/ER rT RAFF IC RATED!---___,. --------------------'-------__,.& I½' PVC SCH BO SUMP PUMP DISCHARGE 2" DOUBLE STRAP DUCTILE IRON SERVICE SADDLE I" IRON PIPE AND FITTING FROM COMBINATION VALVE OUTLET, DIRECTED TOWARD SUMP 6" GATE VALVE IMJ x MJJ WITH VIV.YE BOX AND COVER PER CNB STD-5':;_ll-:::_-L ______ ,,,,---._ __ ____ 8-/NCH FLANGE COUPLING ADAPTER 2-INCH DOUBLE STRAP BRONZE SERVICE SADDLE WITH IRON PIPE THREAD, JAMES JONES J-979 OR FORD 202-8 @ 8-INCH ECCENTRIC PLUG VALVE WITH I8-JNCH LEVER (MANUAL OPERATOR) DEZURIK SERIES /00 8' x 8" SOR I 7 CERTAINTEED YELOM!NE TEE 8-/NCH SOR 17 CERTAINTEED YELOM!NE 90 DEGREE BENO !STANDARD! @ MALE !PT INLET BY MALE !PT OUTLET BALL CORPORATION STOP JAMES JONES J-/943 OR FORD FB-500-7 @ I" IRON PIPE AND FITTINGS FROM OUTLET BALL CORPORATION STOP DIRECTED TOWARD SUMP 6'·0" x 6'-0' STAINLESS STEEL, DOUBLE LEAF SPRING ASSISTED ACCESS HATCH TRAFFIC RATED PER DETA!Lffi OMIT ACOUSTIC TREATMENT 'CJ.i} B" CLASS 350 DIP (FE x FEJ 0'-6" LONG 0 0 0 0 [I] 0 0 0 0 @] [8 @] Ii\~ @J ~ @] ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ § ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ KEY NOTES WET WELL PENETRATION PER DETAIL® VALVE VAULT PENETRATION PER DETA!Lffi 'Cf§} CONTRACTOR TO INSTALL SEWER LATERAL AND CLEAN OUT PER CNB STD-406-L LIMIT OF T-LOCK UN/NG WITHIN THE WET WELL EXISTING GRAVITY SEWER TO BE FILLED WITH GROUT AND ABANDONED IN PLACE AFTER COMPLETION OF NEW PUMP STATION REMOVE EXISTING GRAVITY SEWER TO NEAREST JOINT AND CONNECT. CONTRACTOR TO VERIFY DEPTH AND LOCATION. HOT-TAP EXISTING 8' WATERLINE AND INSTALL 2" WATER SERVICE PER CNB STD- 503-L REPLACE IN KIND SHRUBS AND LOW LYING PLANTS WITHIN THE MEDIAN AT CONCLUSION OF CONSTRUCT/ON CONNECT SEWER LATERALS TO 8" PVC GRAVITY SEWER AND INST ALL CLEANOUTS PER CNB STD-406-L CONTRACTOR TO POTHOLE TO DETERMINE TYPE OF CONNECTION AND REMODEL LATERAL AS NECESSARY 2' SCG GAS LINE TO BE RELOCATED, CONTRACTOR TO COORDINATE WITH SCG CUT EXISTING B' Cl FORCEMNN, REMOVE INTERFERING PORTIONS AND PLUG PROTECT IN PLACE 32' x 32' CATCH BASIN WITH 6' STORM DRAIN THROUGH SEA WALL AND SURROUNDING GUARD POSTS PROTECT EXISTING 12" f!J, 10' LONG REDWOOD ANCHOR PILE IN PLACE, TOP OF PILE APPROXIMATELY 16" BELOW SURFACE REMOVE EXISTING WYE, GATE VALVES AND FLANGE COUPLING ADAPTERS CONTRACTOR TO PULL JOINTS AS NECESSARY CONSTRUCT VALVE BOX AND RISER PER CNB STD-5//-L JOIN TO EXISTING 8' Cl FORCEMA!N. CONTRACTOR TO VERIFY DEPTH ANO LOCATION SEWER FORCE MA!NVALVE VAULT PER DETAIL (I\ v%J PROTECT EXISTING 8" VCP SEWER IN PLACE CONTRACTOR TO VERIFY MATERIALS ANO DEPTH RECONNECT WATER SERVICE TO EXISTING METERS PER CNB STD-502-L CUT EXISTING 6" AC WATERMAIN, REMOVE INTERFERING PORTIONS AND PLUG BOTH ENDS RELOCATE EXISTING 6' AC WATERMAIN PER DETAIL ffi (RELOCATION TO BE SUBSEQUENT TO EXISTING QgJ PUMP ST AT/ON DEMOLITION! CONSTRUCT 4" PVC C900 WATERMAIN PER DETAIL® CONSTRUCT STAINLESS STEEL BASKET STRAINER ASSEMBLY PER DETAIL (Ji} BRACE RISER WITH FLANGE TYPE SUPPORT AS SHOWN IN DETAIL (jf) PROPOSED GAS LINE RELOCATION BY SCG CORE THROUGH EXISTING PUMP STATION ANO INSERT /8' CASING. PLACE ONE CONTINUOUS LENGTH OF PIPE WITHIN THE CASING AND FILL THE INSIDE OF THE CASING WITH LIGHT WEIGHT GROUT CONNECTIONS TO THE EXISTING CAST IRON SEWER FORCEMAIN IS BASED UPON THE BEST INFORMATION AVAILABLE. ADJUSTMENTS TO THE ALIGNMENT MAY NEED TO BE MADE ONCE ACTUAL CONDITIONS ARE UNC/J,/ERED IN THE FIELD. PROVIDE A TEMPORARY AIR RELEASE VALVE TO EXPEL AIR AS THE FORCEMAIN FILLS DURING INITIAL START UP REMOVE EXISTING HYDRANT DISCONNECT EXISTING 2-/NCH WATERLINE FROM EXISTING WATER METERS. ABANDON EXISTING 2-INCH WATER LINE IN PLACE CONSTRUCT TEMPORARY 2' HIGHLINE WATER SEffll/CE !BY CITY FORCES! TEMPORARILY RELOCATE EX/5/TNG 6' WATERLINE IF NECESSARY REMOVE PORTIONS OF EXISTING PUMP STATION STRUCTURE AS NECESSARY FOR CONSTRUCTION OF THE WATERLINE LINE MANHOLE WITH PVC PROTECT EXISTING CURB IN PLACE SNAP CUT EXISTING AC.P. INSTALL VALVE STEM EXTENSION 3-INCHES BELOW BOTTOM OF HATCH PROVIDE 8" x 4" D. I. REDUCER !FE x FEJ ON 5 HP PUMP AS BUILT C-2975 12/29 J. L. I ADDED NOTES APPROVED 0½:;,-98 J.A.L. REVISED NOTES mt, ! ;LJ_ SECTION 5 SEWAGE PUMP STATION I , 'N~<!!UT'li/." CIVIL ~ C~l\~~ CONSULTING ENGINEERS --=o3~:f6~;:s,"'19I-J-. -L.-+'-'/3\"""--AS---BU-/-LT-------+-----1 uyrrUttN"G~~G. N~. ·~ DA TE 7 -'2, -"I 7 DATE BY DESCRIPTION APP'D DESIGNED DRAWN -. GIESE A.8./8.SJS.W.P. REVISIONS CHECKED DA.TE J. L0AGUE 10/09/91 CONSTRUCTION NOTES AND KEY NOTES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5152-S SHEET 3 OF 32 NEUJOTE~. DGN ::l-17-97 ·,( -if""' ,--~ ' • "1 ' '\ 'i ,' •' NOTE: FOR SEOUENC'E OF WORK SEt~ SHEEr 32 EXISTING SEA WALL I I \ I I \ ,,.o \ VALVE VAULT ~ SEE SHEET /3 ~ \ I I PUMP CONTROL PANEL--,--__ SEE SHEET 27 J1JO I I j I ___ ..J ELECTRIC METER SEE SHEET 23-,,,. J708 I 2'TELEPHONE ./ .• SEE SHEET 23 ____,,/ I J1ob / 30' • w-· > <C 30' J25 J23 J 2 J 12" PVC GRAVITY SEWER LINE "A" SEE SHEET 6 8' PVC GRAVITY SEWER LINE "/3' SEE SHEET 6 WET WELL AND VALVE VAULT AIR INLET /EXHAUST PIPING SEE SJ/[ET 5 ~ -...____ . 1 EXISTING MEDIAN ___ ---=::.c:..j~·· _,_;;;,,.: !!!illlt--·..;..'_,,::--:___._~ __ • ~1=· =-=· -:..:-::,.;-e-_f/fWfif ET 23 ·--ICL -f <d-/·:-:n -;, ·;--c ., I ALLE'.Y I 1---- J J 9 T I J J 8 J J 1 I I 6 ----....J ----- ------'-- -,- 1 I 15 113 I I I J09 4 EXIST, SCA WALL 12" PVC GRAVITY SEWER LINE 'C" SEE SHEET 7 -- J07 I I' I ' I I..() I: -7 I I I . I ' I: i' i CONNECT TO EXISTING , FORCE MAINS SEE SHEET 10 ~- ~ r "' FORCE MAIN VALVE VNJLT ~ ro SEE SHEET /2 I 'I I ro 8" SDR I 7 PVC FORCE MAIN SEE SHEET JO r ;z: «: 0 6' ACP WATERLINE RELOCATION '--_____ ,SEE SHEET 12 i ; I r ' ' : itS1, I , -- '. I , : I I ' ► w ..J ..J <C .:c I-::, 0 U) I '__j 1\1 0 ro 0 0 ro a 8" SDR I 7 PVC FORCE MAIN SEE SHEET 9 GAS LINE RELOCATION BY SCG 20 10 I I 0 20 1 __ 1 SCALE IN FEET I Inch • 20ft. 40 .---------..... -----------,.---,-.--•------------,---.-----------.------------.....l'-------1 ;;;;;;;;;-~ KM =="- CONSULTING ENGINEERS B/99 AB. ffi AS BUil T l---+---+---------------+---1 DATE BY DESCRIPTION APP'D REVISIONS APPROVED »fl ~Es EJMEER <r • % ( R.C.E. NO. 4G21~ DATE 1 '0-"17 DESIGNED T. GIESE CHECKED J. LOACUE ORAWII A,B./B,S.IS,!.P, CATE I0/09/9T SECTION 5 SEWAGE PUMP ST A TION INDEX MAP CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 4 OF 32 INDD:MAP. llGN I -10-"17 I I I I' iL .Jlt ::'.\, I_ 2" TELEPHONE 4' POWER SEE SHEET 23 \ \ \ \ 4/NCl-f 22½. D. I. BEND IMJ x MJJ CONTRACTOR S/lALL INST ALL T 1-fRUST BLOCK PER CNB STD-5I0-L-A 4-/NCH GATE VALV:,,,_..,. IMJ x MJJ -PER CNB STD-510-L-C .. AND STD-5/I-L\J -------:,t----f------------------------.,----2" TEL-----,,,.--r'....,...~'-++---+---------- -----------4" E------ EXIST. MEDIAN 8'-8" i\ /' ADDLE -------------t--4E m (j_ EL. 103.60 PARK AVE. EXIST. LIGHT /PROTECT IN PLACE! ' SEWER FORC MAIN EE'S!iEET 8 -----~ PARK AVE.-------...._ __ I 8" PVC GRAVITY SEWER LINE "B" SEE SHEETS 6 & 7 ----~ .. OU/T'-----11 4-/NC/-! PVC CL/!SS 200 C-900 WATERLINE----- I - - I l>'t-----i 60 37 SEE DETAI PUMP ST AT/ON CONTROL PANEL SEE SHEETS 27 r REMOVE TREE AND REPLACE SIDEWALK. SEE SHEET 3/ • ·-· ·. I R/W fil ---------- ~ EXISTING SIDEWALK~ '>, ~EXISTING CONCRETE .,,;c / PA\IING-~ --------~ ~1 I~~~ r/1. - ---------f -l I J'-6" I ~EXISTING BRICK WALL. REMOVE TREE AND REPLACE SIDEWALK. SEE SHEET 31 /~/ / -/:.XIS/ING CURB ~_AND GUTTER ,----._ 44'-6" & I STREET SWEEPING SIGN _C LIMITS OF SHEET PILE APPROX. 4' BELOW FINISHED GRADE ►, 3'-0' -----------------7 I I I ~ I I --~1---11 - - : - - - -= = ~~ --: = = = = = = = - -= = _J -- - I 4'-2' I WET WELL 20' x 38' WET WELL SEE SHEETS 13 AND 17 r-cr Cl) c:,· \ EXIST. SEA WALL~· EXIST. !2"JZ/ REDWOOD ANCHOR PILES 23'-4' OC ITYP! EXISTING CURB--►- <=i--------·----------. ---------- 52r-------~::E::::::--:::-:::::-==-==-==-=-~-=--:::::-==--~-t-=-~-=-::;-~-==-:::-:::::-~-==-:::::-~:!:::=-=:::::-=-~-~-==-==-=-=-==-=4-$:-:::$· :::-::-~-~~~~=\=:::::::::::::$+-~-~-·======::::::::::=-::-::---]:;) "'-so 'ELECITEL. 1£ EL. 103.60 £ 44'-6' R/W KEY NOTES 0 EXISTING GRAVITY SEWER TO BE FILLED WITH GROUT AND ABANDONED IN PLACE AFTER COMPLETION OF NEW PUMP STATION 0 REMOVE EXISTING GRAVITY SEWER TO NEARESI JOINT AND CONNECT CONTRACTOR TO VERIFY DEPTH AND LOCATION 0 HOT-TAP EXISTING 8" WATERLINE AND INST ALL 2" WATER SERVICE PER CNB STD-503-L 0 REPLACE IN KIND SHRUBS AND LOW LYING PLANTS WITHIN THE MEDIAN AT CONCLUSION OF CONSTRUCT/ON 1371 LINE MANHOLE WITH PVC 1381 PROTECT EXISTING CURB IN PLACE 5 25 0 5 SCALE IN FEET /Inch· 5ft. 10 ~------__ , ____ • ---+ 8 INCH PVC CLASS 200 -C-900 WATERLINE\ 8-/NCH GATE • VALVE (MJ x MJ! • PER CNB STD-5I0-L-C AND STD-5//-L-· • 8" x 4" D. I. TEE /MJ x MJ! -CONTRACTOR SHALL .INSTALL !, THRUST BLOCK PER • CNB STD5!0-L A ____ __JZ'-C GRAVITY SEWER LINE "A" ' I SEE SHEE7 6--+__,_.- 25'4' I 51-4i -- c... ~ J> ir<'l C ''---i~®-m ll> ,s;:: ► lfll ,• < m • 11 AS BUil T 11 I ' I ' I - \ . (\'\ \'I ' "' n .,, ~--I. (/) \II'' ' ~ 4'-0" 'V· t;. ~ & r?J [~ :J) f1'·B' \ \ -/ __. • . .--,- .~ /2" PVC INFLUENT c LIM/TS OF SHEET PILE ~:r~lff ~R 11:, APPROX. 4' BELOW FINISHED GRADE ~~ .. ••• ~EXISTING SIDEWALK--~ EXISTING CURB AND GUTTER - - _ L_R_/_w _______ _ CONSTRUCTION NOTES @ @ © @ SEE DETAIL® I I @ • ·• -rll 5/L-I'.) _ . ..-------- @ ® ® &@) @) @ 5019 p. 6/lO/OI CIVIL ~._. OF c~\.\,')~ ~ 8" SLEEVE TYPE COUPLING 12' PVC BUTTERFLY VALVE /FE x FE) WITH VALVE BOX AND RISER PER CNB STD-508-L & STD-51I-L 12' PVC GRAVITY SEWER PER CNB STD-106-L 4' x 4' ST A!NLESS STEEL DOUBLE DOOR. SPRING ASSISTED ACCESS HATCH, TRAFFIC RATED. SOUND INSULATED, PER DETAIL ffi @ 6' x 7' STAINLESS STEEL DOUBLE DOOR, SPRING ASSISTED ACCESS HATCH, TRAFFIC RATED, SOUND INSULATED, PER DETAIL@ 8" PVC SCH 40 SO/VENT WELD PIPE, VALVE VAULT AIR INLET 8" PVC SCH 40 SOLVENT WELD PIPE, VALVE VAULT AIR EXHAUST 8" PVC SCH 40 SOLVENT WELD PIPE, 90' ELBOW 4' (21 MANHOLE PER CNB STD-40I-L 5' !lJ DROP MANHOLE PER CNB STD-403-L 12!' PVC SCH 40 SOLVENT WELD PIPE. WET WELL AIR EXHAUST ///98 AB £ AS BUILT CONSULTING - ENGINEERS DATE 6Y DESCRIPTIOM REVISIONS 12" PVC SCH 40 SOLVENT WELD Pf PE, WET WELL AIR INLET 12" PVC SCH 40 SOLVENT WELD PIPE, 90" ELBOW 12" 0 WET WELL AIR INLET TERMINAL PER DETAIL @ 12'@ WET WELL AIR EXHAUST TERMINAL PER DETAIL @ VALVE VAULT AIR INLET /EXHAUST ASSEMBLY PER DETAIL® 2!' BACK FLOW PREVENTER /!SSEMBLY PER DETAIL@ 240V, 200A MEYERS SINGLE METER PEDESTAL QUICK COUPLING VALVE PER DETAIL @ 8" PVC GRAVrTY SEWER PER CNB STD-/06-L 8' SDR 17 CERTAINTEED YELOMINE PVC PIPE PER CNB STD-/06-L 3'-0" x 2'-6' STAINLESS STEEL SINGLE LEAF, SPRING ASSISTED ACCESS HATCH. TRAFFIC RATED. SOUND INSULATED, PER DETAIL ffi OMrr ACOUSTIC TREATMENT IJ37 @ CONSTRUCT VALVE ANCHOR PER CNB STD-5/0-L-C @ 3(]' x 17" STAINLESS STEEL FRAME AND COVER C-2~175 APPROVED 46214 DATE 7 -'i!,-"17 DESIGNED DRAWN T. GIESE A.B.JB.S./S.W.P. CHECKED D~-E ,I. LOAGUE l'.YO\J/91 SECTION 5 SEWAGE PUMP ST A TION SITE PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT s-s1s2-s SHEET 5 OF 32 I , I I I , I : I I 11 I I " n ~ ~ TI 2 m 0 g ~ TI z ~'--- ul Ii ► < ~ ::J z 'I I I I .m 0. -;J:: '· J - - - -.. ---- ---- - - -- . ------- ... ------- -1---. -· ---. -- ------, - -.. -. --. -·-, ----. ---., .. -- ---__ ,._ - ------ - ------·--, ·----- "' ---1--- ·····---r -- -.. -.. -- ------ -- ,------• -1--. .. , --- ---... - -- ---...,. __ -- -------- ·,:_-... --- ---I-------- -- --' -·-· -· . --; -- - - - ---- 1+00 \ \ \ \ \ \ \ J108 -I---- --- -- --- ----------. - -t---1-- ----- -----· -- fi ----- ----- --- - ----- --1--------1------ -- ------ -.. ... . --. -.... - -----. --- --f-· - ---. . . --- --1--I----• --------·------ ·I----- t----- ------~------------· ~ ---__ ,_ -- --- ---------. - -- ------. . . . --. -- ----I-- ---"' - ---" ---- ----~ -- ----- 1+50 2+00 ---- -. ' - -- ... --- - ----- -I PROFILE SCALE• HORIZ. 1"=10' VERT. I" 4' -- --- -- --------,--- -- - ----- -. --- ---.. ., .. ----·-1-- ---.. - -.. ----- -1--•. 1---- --- . - - -I------ --- -., ---- -------- -------a- 2+50 ----- -., . ., . ---· ---- ... - ---. -... -· ----- ------- LINE A A A A B C D -- •••• ---------j ---.. -- -. - -------- ----- --- -- ---. ·- - ------ ---·------f--- ---.. --.. - - --!---- -·----------------.. ---...... ···--- -- HYDRAULIC DAT A STATION TO STATION /+00.00 -/+ 29.50 f+ 34.50 -4•64.00 4+69.00 -5•62.61 5•67.67 5+7322 /+ 34.50 -/•42.00 4+56)9 4•64.00 5•67.61 -5+75.00 Qpeak Qavg Omln Vpeak Vavg Vmrn %peak (gpm) (gpm) (gpm! (fps) (fps! (fps! 700 300 7/ 13.44 10.46 6.79 0.21 663 284 61.2 2BO 227 1.50 0.64 12 5.0 1.2 1.05 0.80 N/A OJ2 10 4.0 1.0 3.53 2.77 N/ A 0.05 37 /6 3.8 1.12 0.88 0.60 0.27 651 279 66 4.59 3.63 237 0.42 2 /.0 0.2 1.00 N/A N/A 0.06 NOTE: N/A INDICATES FLOW VN__UE IS TOO SMN__L TO MAKE A MEANINGFUL ESTIMATE ·-------- --------.. -------.. 3+00 CONSTRUCTION NOTES 12' PVC GRAVITY SEWER PER CNB STD-/06-L --,----------.__ ___ ~ 4' ff MANHO~E PER CNB STD-401-fy --5' R1 DROP MANHOLE PER CNB STD-403-L 8" NC GRAVITY SEWER PER CNB STD-106-L j j 8 J J b -- --• - - ---·· .. ·-t----- I--- ------ -- i----------- --- - -------- -.. -- -- -- ------ :-------- •· • -I -----•• -··I· -- .... -- 3+75 KEY NOTES --- - -"' ,-----I-· -I---- - --. ------ 0 CONTRACTOR TO INSTN__L SEWER LATERN__ AND CLEAN our PER CNB STD-406-L -- [II EXISTING GRAVITY SEWER TO BE FILLED WITH GROUT AND ABANDONDED IN PLACE AFTER COMPLETION OF NEW PUMP STATION 0 REMOVE EXISTING GRAVITY SEWER TO NEAREST JOINT AND CONNECT. CONTRACTOR TO VERIFY DEPTH AND LOCATION @] CONTRACTOR TO POTHOLE TO DETERMINE 7YPE OF CONNECTION AND REMODEL LATERN__ AS NECESSARY 1371 LINE MANH?LE WITH PVC -...J ---,r--.-------..._-- ~ CONCRETE PAVEMENT _J JADE AVE. _._ _ _..__ -----~ - -------------,. ---..... ----- : : \_RM ---,r---- ------1 -1 -----------..-I --------...... ---I I WET WELL AIR INLET SEE SHEET 5 J25 2" WATER SERVICE SEE SHEET 5 J23 __,,,,,~~£~L~(--1111111rr..< /0 5 I I 0 , SCALE IN FEET 1/nch -/0 ft. I j 2 j j j 9 CONSULTING ENGINEERS I j j 1 j j 5 j j 3 3/99 J. L. /J:,. AS BUILT APPROVED ~-A j '~ t----+---+--------------+----1 UT/LITIES ;1,,IN[e;;/ER~~-~=--·J R.C.E. NO. %211 DATE BY DESCRIPTION APP'□ REVISIONS DA TE :J -'I\ -"I :J DESIGNED T. GIESE CHECKED J. LOAGUE DRAWN A.B./B.S./S.W.P. DATE 6/26/91 j j j Al BUILT C-2975 SECTION 5 SEWAGE PUMP ST A TION GRAVITY SEWER PLAN AND PROFILE LINE 'A' STA. 1+00.00 TO STA. 3+75.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-51S'2.-5 SHEET 6 OF 32 1:-" . f, ·i;, \-J =- -- -:-~~--------- --- . ·-i--·- - . --. 1 .. -- -- ------- --+-- --1-- t---., -- --- ------ --+------+-· --I--+ ---t--------, ---__ j__ ----- -- ---,---. -· --, --I-· -... ------- • ·-----I---. -----t-· -----+-------- --- ----... ------·-----t---- . "' --------------- ---f _ _[ __ --1------,t -t------,,_. --II f---- - -···-I-. - --I---- --------- ---,--....... -··-. -'• ,.. -. -- -•• ··e...:.;;;i:=~: -----..... ,. .. -.. - -------.--- ----f----- ---- - -----i--------••• - I --- ----/-------------------- -r-· ---,-- --. -----. --·-----------·-+· . ___ , ------- - ---.,. --r -------I---- -- -- ---- - - ---t---__ ,_ --- --- - -.. - --. --·-·- -1----. " ----- ---f--II -.[__ -------- - -------t---1--• ------·---------·-------.... ---. -- ----·-----I-· --i---------------------"-·. ----·--- ,. . -- -... - ------ ----T" ------- 3+75 I HYDRAULIC DAT A LINE STATION TO STATION Qpeak Qavg Omln Vpeak Vavg Vmln %peak (gpmJ (gpm! (gpm! (fps) (fps! (fps! A !•00.00 -1'29.50 700 300 71 13.44 10.48 6.79 0.21 A /• 34.50 4•64.00 663 284 67 .2 2.80 2.27 1.50 0.64 A 4•69.00 5•62.67 12 5.0 1.2 1.05 0.80 N/A 0.12 A 5•67.67 5•73.22 10 4.0 1.0 3.53 2.77 N/A 0.05 B 1•34.50 -/•42.00 37 /6 3.8 1.12 0.88 0.60 0.27 C 4•56.19 4•64.00 65/ 279 66 4.59 3.63 2.37 0.42 D 5•67.61 5•75.00 2 1.0 0.2 1.00 N/A N/A 0.06 NOTE, N/A INDICATES FLOW VALUE IS TOO SMALL TO MAKE A MEANINGFUL ESTIMATE -~ 4+00 MATCH LINE STA 3•75.00 I-. - --- --- ,. ------------ ---- --I--- - - - - - - - - . ~--. --.. -- --------------1---- ill __ ..... .. ---·-- PROFILE SCALE• HORIZ. I' 10' ~--I· VERT. l"-4' ••• --- ·----1--.,. 5+00 i i / 1 1 1 11 ,SEE SHEET 6 ~ \ \ \ \\Ji ~i,~ ... I ! \\ v, 1 \ \ -- r -- r -------r -- ----------f -· - 5+50 CONSTRUCTION NOTES ""'-0' I \!I • ~ 8 \ "tvl " \ N 7° fl1 \ 6'-0' l4'-0" l i /4'-~" 6'-0' l\J \ '~\ \ ~: • ~~\ ..\-• '~; ~ · ~ -\ R/W ~...--_. tt------t1--trt:-trt-i!,I ~~s--"1 \ _\_\...-----~\ @ . 4' /3 MANHOLE PER CNB STD-401-L '\\ 12' PVC GRAVITY SEWER PER CNB STD-I06-L 6+00 \I i I \11 v-R/W v, ./-----Y\ , \ ,,\ .,. 1:-, c;,.. . I" : 5'-4" ' 4' i\ ? \ I \ ~\ R/W __...-.,. ill 'fE; 4' /3 DROP MANHOLE PER CNB STD-4?3-L \1.(I --------- 0 "° ,,-1 ! i Iii , -----__ .._ ______ -----__ --\ \ \ t .,. .,. -----@ 8' PVC GRAVITY SEWER PER CNB STD-/06-L ', I ( ' ' \ • \_ \1\ -----\\\ ~ • ( 1 v,,,. ,33 LINE 'A' \ \ \ ~~ 1;1;1 \ __.--\ \\\ Q. ~ i l!I / \ I \ \I\ \ ..-_, ..--\ ~\i -::: 11 / • \ I \1\ -.\\ !I !!!/ v-EXISTING CURB ~ \ \ ~ \\1 ..--.,. ---\\, lJ.J !vi[ / rTYP! ~ RIW \ 1 \0 \10 v_, _, IS f:w \I\ / I Q \ 1 \11"_ / ,-__...,. ~1\ 8 ~ 1 ! Iii 1 \ ~---\I\ -----1\\, 1281 -I \I\ V-8" SDR 17 CERTAINTEED YELOMINE tt--\ ,,_ 1\ _, _, ~\ • i \ii V PVC FORCEMAJN SEE SHEET 9 V~-/; \ \ C-_ \~I \ -------\ :,,:\1351 ... ffi ----· -----·--------·--·--·+· ------ ..• ··1·-·. ---I-- --I-- --1------ffi 1+25 1+50 KEY NOTES EXISTING GRAVITY SEWER TO BE FILLED WITH GROUT AND ABANDONED IN PLACE AFTER COMPLETION OF NEW PUMP STATION REMOVE EXISTING GRAVITY SEWER TO NEAREST JOINT AND CONNECT. CONTRACTOR TO VERIFY DEPTH AND LOCATION CONNECT SEWER LATERALS TO 8'VCP GRAVITY SEWER AND INSTALL CLEANOUTS PER CNB STD-406-L CONTRACTOR TO POTHOLE TO DETERMINE TYPE OF CONNECTION AND REMODEL LATERAL AS NECESSARY Z' SCG GAS LINE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH SCG RELOCATE EXISTING 6" AC WATERMAIN PER DETAIL® (RELOCATION TO BE SUBSEQUENT TO EXISTING PUMP ST AT/ON DEMOLITION! PROPOSED GAS LINE RELOCATION Efr' SCG TEMPORARILY RELOCATE EXISTING 6" WATERLINE IF NECESSARY ------ ------- - ) ! \I\ \ \ tft \~--\ _, _, \ \'\) / w ! :v \ \ \ '-' \\ -------\,\\ ::: I Iii\ t--- ------ ------ ------ - _ __., I\\ \ \;\1__ ,.., ~\~ ..,.. -1 STA. 5•75.72 _, 59 \,\:\ \i\ I \ , \ 1 MANHOLE #4@ ~:,1 \i\ I \ \ 15\0' \\1 SEE DETAIL 4 ..--,~, W 1 \i\ •1_ \ 7'-, _, '" \ ' \ I ..___., \-·,K EXISTING Q \I\ 11 \ \' .....,<\ ! ' f--~. \ , \ \11 8' PVC GRAVITY SEWER r ..__y _, _.--11 \ "·' SEA WALL <C I \I\ 28 \ I I . \~ \ UNE 'D' SEE SHEET /0 ,7! 35 _, \_ ·, -, i \i\ ~ STA. 5•72.89 •~\, \ 1\\ ' FOR PROFILE ----\\\ i I 1. 1 1 !11 1 2 END UNE 'A' \ \ \ :i 1 __ .-~ __ -----\1/, N .E v\.l p O R-r W \ / -~\ / L:'J __...-_, '11\ r) i\ Y - ST A. 4•66.50 , i ! lj\ I ~ ~ \-0!:''1 ; ST A. 5•75 ~ -----ry /f,·\ D .r 59 MANHOLE #2 I ' 1 \I\ UNE "A' 71 \ ~~~ \1 END LINE "[Y 6 _, _, ..--\\\ SEE DETAIL@I i Iii I 9 • ~ (I~\ \\ \ J !1, \ ---------~ \ \\\\ I i lj\ 5 ,-0 f' UNE 'A" ~ / ~\,/4ill 1 ' .,. \ \~\ _J I \I\ ///////////,W//)(//, /,//;, 1. Ill ,\ '~"' \~ ---F-,~ L R/W--~ \~), STA. 4•64.00 : \ii \ \ 111'11-~ /Ji"~ l _, --~ \~ \ END LINE "C" i Ii\ S -+---.....,____ , ~~ ~ I I\ _, -----7 ___ ·--=-~-========---=-=--=:___ -=-==-=--=-=-=-=------_ , . , 5 10 '•• I' 0 10 I SCALE IN FEET 1/noh • 10 ft. - -- -STA 45982 2'i'1 k-,.,,.,-......,.~ Iii -----,---r--,-- ' - -\. ""l - - \ \,.-~~\l_j~~---.:. . ~ / 8'5 -E7T-----E/T 8"5----..,--------~I u \~-~\\_ ----------------BEG/~IN~"E:_ ---! w ':' - . ·. . . . - - - --: . - . . - -(\ . . . 'f) • ."' • • - - - \ • \\~ ~rKJ.ui-I , --, 1-' 2" G -------;:-2" G1-------,-1, c,-., 6'1 CIP ( ABANDJ--h-1 -i:\- s Ou TH ALL E y -l2"2;gp s----f• ~/. '~_-___:=,;'---'--1>""-___c=·-cce':-·--c:!:''£ /2ft[~~~;;:.~~,;-~~J-~ ~-~~===~ -~ --- • ,-•• -i,?ESEX!WSATG.ESEPCUTMIOPN S5TATION AS BUil T C-2975 -----,,,.,.,.,--,-,-,,.,,.-,-----,1't,'--c;ct-,-~,_O" ,/--;-· \ --i--~-------~ ~6"~--, (A;;_--l-\_,,-'\:::.._--_--_ _,,c,.,.otiNCr._=_,--(_-_-1<:-~+.rt"'[!3'..,.-r_;;;-_-~-------------~:~'~/'!'"'/;r"'-:<;:"':"'_·~'f~l~_,__e,;;;( ~ -----_------,----------T"3_/_9_9,..J ___ L-,--:l)\::---AS--B-UI-LT-------,---rl~-PP-RO-VE-1D-_)_;_Jl_; ___ -r-___________ ......, ____ --; .4 KM l---+--+------------1-------1 Ut'-ITIES f'"_INEER 46214 l i FOR\ PROFILE I I S/L /0' ,_ I-¾• G • (TYP) S/L /0 ~32, 60 MANHOLE '5YL VA C " • ''.~ No. ,n,o~§-I;; =--l---+--+------------1-------1 DATE ' ;-~·~:~.,-7--PLAN AND PROFILE 28 0: STA.4•57.o2 5 J800 -4 l1 •G J80"1 -SEEDETA!Lffi -¾"G 11°~,ai ,.J CONSULTING LINE'A'STA.3+75.00TOEND MANHOLE '1.,5 9 I r ' ' I 12 r ~ I j 8 0 /11 'C[J} 24 \'l -~~ ~ i sEEDET'''L@ ' --~..,.;:-...c1v1L ~.. ENGINEERS DATE BY DESCRIPTl □N APP'D DESIGNED DRAWN cIrYoFNEWPORTBEAcH s·-s1s2-s " 5 ST A. 5+67.67 / .,, ~ or c~1.\~ T. GIESE A.s.1s.s.1s.w.P. / BEGIN LINE "D" 1 , C. REVISIONS CHECK[~-LOAGUE DAT\/16/17 PUBLIC WORKS DEPARTMENT SHEET 7 OF 32 PNP _SE.W2. DGN 1-1 O· 97 -~,:,. f ;L ~ ' ! l 1 I I I I - ----- ------ --- -- ------ -- -- ---- ---- -- -- - -- • w > <C ------- ---- --· ---'" -- -. ------- I ---- --- 1+00 -. --- -- u -- -"------ --- - -----' --- -------- .. ----·-- . -. .. . 1_ .. . . 1+50 J25 VALVE VAULT AIR EXHAUST SEE SHEET 5 -- ------ r -- -- --- -- -- ---------"' --1-----__ ,,,, __ _ ---~ -· ---- -- ------1------------------ - ---- -- ------ -- ------- -- ---·--------- -- -- 2+00 J23 j 2 J - --------- ----- >------- -- ---- --- -. --------.. --· ----- ------ - ---., __ _ -, __ -----· -----.. ·----- -- ---+ ------ PROFILE SCALE• HORIZ. I" 10' VERT. I" 4' j j 9 -- 2+50 ---------- -- -• --,_ • ·_ ---- ---- -- ---------- ---- - ----------- ---- -------- - ------ ---------- -- - --- . . " ------ 3+00 --.!...- --1-----l------+- -- -- -- ----1---- -1----I--. --. - , __ ., --.. -- _ _j __ _ ----------- - - L -- - --- ---- --f---·_:: ---- _, -. J J b ---- ------ _L --------- -- ------. --· -------= - --"------ -- -. -·-" -- ------------, ·----·-· ,.,- ------------- -- -------- --- ----- 3+50 CONSTRUCT ION NOTES 8' SLEEVE TYPE COUPLING ---- -.. -- - ----· -- 8' SOR 17 CERTAINTEED YELOMINE PVC PIPE PER CNS STD-106-L 8',90"DIELBOW (MJ x MJ! = -- j j 8 CONSTRUCT THRUST BLOCK PER CNB STD-510-L-A 8" CLASS 350 DIP (PE x PE! 4'-U' LONG j j 7 CONSULTING ENGINEERS j J 5 3//0/99 J. L. /t:,_ AS BUILT KEY NOTES 0 EXISTING GRAVITY SEWER TO BE FILLED WfTH GROUT AND ABANDONED IN PLACE AFTER COMPLETION OF NEW PUMP STATION 10 I j j 3 ;: z ( ( 5 0 10 20 1-1-~1-------'I SCA1£ IN FEET /Inch -10 ft. AS BUILT C-2975 APPROVED a JI sEcT10N 5 0-------+---+-----------1----' ~~EC~-1--------'S=---=E::..:.W:...:._A_:__:Gs:...=EE:.._WE'----PR-=-UF:;.:MOR,:_PC_Es=-MT.:....:AIAN_;_T;_:l,=._ON:...:,__ __ ---I r R:c.E. NO. 45214 DATE BY DESCRIPTION APP'O REVISIONS -DATE ~-----'"l~-c...~,~--"1"----:J'---- DESIGNED T. GIESE DRAWN A.B.IB.S.IS.W.P. CHECKED DATE J. LOAGUE 6/26/91 PLAN AND PROFILE STA 1+00.00 TO ST A 3+50.00 CITY OF NEWPORT BEACH S-51S2-S PUBLIC WORKS DEPARTMENT SHEET 8 OF 32 I I I ' I' I (J. .3: - 1=::t_ =----:±:. ------ ---- -- --- ---.. , -+- -- - -----, --.. --------.. --- -. -- ---- ---- ---- -- ---- . - - -. -. --. ··--..... - \ \ ✓ 0 ..D --- \ \ . --.. ·--. ---- --- -- -- -- -I..----- -- ---... --.. --- ---1-----· • ___ .L.. . .... _L. ------- -- --------- - --- -- = ----- - ----- -----------·-. ., . ---·------ -------- 3+50 \ \ \ \ • RIW --- ----_.,_ e _,_, __ ,__ --- -"" --- -- - -- - ---~----- - ---- -- -----i-------- - -+--- -------- -------.. -. -----·---··· 4+00 --- --- -C - ----- --- -- 4+50 / / ---------.. ------.. -- ... ,. -- . -.. ---. -- --- / RIW --+----- ---1---- ___ , ·-- \ \ -· '' -- . --. ,. ------- .. ' --... \ PROF I LE SCALE• HOR I Z. I " IO' VERT. I " 4' / / ---- -- ------·------------ ----___ -___ -· --___ ·_ ---------- - t-------- --- ------- ---, --. .L __ ------- -------- e----.. - -- ------- ---- --- -_:_ --- ------ -· _,_ _____ . ------------ - --- --- 5+00 ,, CONSULTING ENGINEERS t---- --__ -_ - 1 ..... . - -------- -- ----- ----: ---_ - --I-· ------------ -- --• '" .. . • -- ---------- ----. -·-· _,. - -,--- L - ---------------- - • L -----... - ---- ---t-· -- -- .. --.. ... ---.. ---- ------------- -L. ---- -----------------------··. --------- -- --- 5+50 5 0 0 0 @] [ZZ] ~ ~ el ~ --- -----.... - ---- -----... -,--.. ----- ------'. - . --------------,... . ---... -- 6+00 CONSTRUCTION NOTES 18' 0 x ¼" WALL STEEL CASING 8' SDR f1 CERTAINTEED YELOM/NE PVC PIPE PER CNB STD-1O6-L 8',9(]' DI ELBOW (MJ x MJJ CONSTRUCT THRUST BLOCK PER CNB STD-51O-L-A KEY NOTES EXISTING GRAVITY SEWER TO BE F/UED WITH GROIJT AND ABANDONED IN PLACE AFTER COMPLETION OF NEW PUMP STATION CONNECT SEWER LATERALS TO 8" PVC GRAVITY SEWER AND INSTALL CLEANOIJTS PER CNB STD-4O6-L CONTRACTOR TO POTHOLE TO DETERMINE TYPE OF CONNECTION AND REMODEL LATERAL AS NECESSARY 2' SCG GAS LINE TO BE RELOCATED, CONTRACTOR TO COORDINATE WITH SCG RELOCATE EXISTING 6' AC WATERMAIN PER DETAIL~(RELOCATION TO BE SUBSEQUENT TO EXIST PUMP ST AT/ON DEMOLITION) \.[gJ CONSTRUCT 4'PVC C9OO WATERMAIN PER DETAIL® PROPOSED GAS LINE RELOCATION BY SCG CORE THROUGH EXISTING PUMP ST AT/ON AND INSERT 18' CASING. PLACE ONE CONTINUOUS LENGTH OF PIPE WITHIN THE CASING AND FILL THE INSIDE OF THE CASING WITH LIGHT WEIGHT GROIJT CONSTRUCT TEMPORARY 2' HIGHUNE WATER SERVICE (BY CITY FORCES! 10 2,0 I SCA/.£ IN FEET /Inch • 10 ft. AS BUILT C-2975 3/16/99 J. L &, AS BUILT APPROVED SECTION 5 SEWAGE PUMP STATION ' t---+--+-------------+-!/; Uf1LITl~GINEEK 1---+--+-------------+------.1 I \ R,C,E. NO, DATE 7-'6 ')7 46214 DATE BY DESCRIPTION APP'D REVISIONS DESIGNED T. GIESE CHECKED J, LDAGUE DRAWN A.B.IB.S./S.W.P. DATE 6/26/97 SEWER FORCE MAIN PLAN AND PROFILE STA 3+50.00 TO ST A 6+00.00 CITY OF NEWPORT BEACH S-SIS2· <- PUBLIC WORKS DEPARTMENT SHEET 9 OF 32 -= -- = I 11 i ~ I 0 5 ~ n rn 0 ~ tl n 0 ~ ~ L B ~ z --" ------·----,----- --r----+ ---- -r -- -- _J_ ------- - - -.... --- -- ------------- - - -. ----+ -- -- -, 1---,,,. ·-ii--I-· -7_---• r--·-· -·-· •• ---. - --t-.... -··--..x:..; f---"--1--·--. ---+ - ' -~ -h----. ~ --. -.. --------+--- ---:l -- - -- ----- f----·-i --- --. ... - ---I . - ----I------I ------ ---------- -1--. - - ------- 6+00 ,. -. . I·,. . .. ,-----.. ,. --- ---~ -- -ii -------... - -----~ -- \ .. -. J8J2 EXISTING REDNOOD ANCHOR PILES 23'-4" OC ITYPJ NOTE, CONTRACTOR SHALL CLOSE SIDEWALK DURING TIE IN WORK TO EXISTING FORCEMAINS. CONTRACTOR SHALL PLACE WARNING SIGNS AS REQUIRED BY CITY OF NEWPORT BEACH. ALL OPEN EXCAVATIONS SHALL BE PLATED WHILE UNATTENDED. -··-.... --- -------_,_ -.... --- ' \ L__ --I---- -r--·-- - t--- ------t-- -~-- ------ ------------- - ---~ """ __ -::: -. --.. ----------- -- ---- ----------,.,. ------··-----• ----+ -~-,._ -- --~ --r --. ----I-- -- -- -----1--------------- :__-..::.: : --------------· ------~ ------ ------- -- ----!-- --.-----,---I--• - - -. ---- - - ------, - --------. ------- - -..... ---1-- --fi 1t ------ -- ·b --. --. .. ,_ . ___ ., .. -··- ___ --....... --.. --. I.-·- --.. -·· . .-. ----;--- --- -I-----~ ----_..,. -----~ --- ' ----. '' --- --I-· --I--• ·-----. ·-... -.'. ---------- ----. -· ------ ~ ---' ---- ------------- +------ - . ---------- ---... ------I-· ··-· t-· -- --I--- --I-- I-·. -·-- - - -- •---- ~---- ,,.:: ____ - -. _,,__ - EXISTING SEA WALL EXISTING SIDEWALK EXISTING 4' x 4' VALVE VAULT FILLED WITH CONCRETE . .... . ... I .. - ----I---- -- -- CONSTRUCTION NOTES 8' FLANGED COUPUNG ADAPTER --I-·-• ----• 4+50 PROFILE SCALE• HORIZ. 1"-10' VERT. 1'=4' 4+75 8' SOR 17 CERTAINTEED YELOMINE PVC PIPE PER CNB STD-/06-L CONSTRUCT THRUST BLOCK PER CNB STD-5/0-L-A 8'. 22 1/Z DI ELBOW /MJ x MJJ 8', I I /14 DI ELBOW /FE x FEJ 8' TRANSITION COUPUNG ROMAC STYLE 50/ OR EQUAL 8' CLASS 350 DIP /FE x FE J 0'-1 I' LONG 8' DI MJ x FE ADAPTER 8", 22 ½" DI ELBOW /FE x FEJ KEY NOTES 0 REMOVE EXISTING GRAVITY SEWER TO NEAREST JOINT AND CONNECT CONTRACTOR TO VERIFY DEPTH AND LOCATION ~ CONTRACTOR TO POTOLE TO DETERMINE TYPE OF CONNECTION AND REMODEL LATERAL AS NECESSARY [2J @] @J 2' SCG GAS UNE TO BE RELOCATED, CONTRACTOR TO COORDINATE WITH SCG CUT EXISTING 8' CJ FORCEMAIN, REMOVE INTERFERING PORTIONS AND PLUG PROTECT IN PLACE 32' x 32' CATCH BASIN WITH 6' STORM DRAIN THROUGH SEA WALL AND SURROUNDING GUARD POSTS PROTECT EXISTING /2" Rf, JO' LONG REDWOOD ANCHOR PILE IN PLACE, TOP OF PILE APPROXIMATELY 16'' BELOW SURFACE REMOVE EXISTING WYE, GATE VALVES AND FLANGE COUPUNG ADAPTERS CONTRACTOR TO PULL JOINTS AS NECESSARY JOIN TO EXISTING 8" Cl FORCEMAIN. CONTRACTOR TO VERIFY DEPTH AND LOCATION SEWER FORCEMAIN VALVE VAULT PER DETAIL (Ji) PROTECT EXISTING 8" PVC SEWER IN PLACE I' -- ' -,-------. . ,.. -- '' -- -,--, ------· I-- ----• • - -l ·· ----·--- 5+50 -- ________ , --\ ---------------- \ -. 16 ~ ,.. IU-=.J!E A '~/-' ' ~ \ - ,, l!t. ll t /2\ ---=--CJWM ..._ 1 4 7 SIL -~ SIi 1 \ : •.. ---J8JO FORCE MAIN VAULT SEQUENCE j 8 j /} 11ALVE OF WORK \ 0 ~ [ill ~ ~ ~ ~ ~ ~ ~ CONSTRUCT 4" PVC C900 WATERMAIN PER DETAIL® PROPOSED GAS UNE RELOCATION BY SCG 10 5 0 10 20 I lr----I~_I-.1 SCA/.£ IN FEET / Inch = 10 ft. fi 6 • • ---' ------- --• -r - -- ---· ..... 5+75 SEOUENCE OF WORK INSTALL 8' FORCE MAIN TO 8" x 8"TEE /FE x FEJ BUND FLANGE RUN ON TEE CONSTRUCT 8'PVC BYPASS HOT-TAP EXISTING 8' FORCE MAIN TEMPORARILY SHUT DOWN EXISTING PUMP STATION CONNECT 8" FORCE MAIN TO EXISTING FORCE MAIN AT SEA WALL CUT EXISTING 8' FORCE MAIN AND CAP END BEGIN OPERATION OF EXISTING PUMP STATION REMOVE INTERFERING PORTIONS OF EXISTING 8' FORCE MAIN CONSTRUCT VAULT ANO REMAINING PORTIONS OF 8' FORCE MAIN SHUT DOWN EXISTING PUMP STATION BEGIN OPERATION OF NEW PUMP ST AT/ON USING SOUTHERLY FORCE MAIN DISCONNECT 8' BYPASS AND BUND FLANGE BRANCH CONNECT 8' FORCE MAIN AT VAULT REMOVE 8' BYPASS FILL REMAINING SECTION OF EXISTING 8' FORCE MAIN WITH GROUT AND ABANDON AS BUILT C-2975 CONNECTIONS TO THE EXIST. CAST IRON SEWER FORCEMAIN IS BASED UPON THE BEST INFORMATION AVAILABLE. ADJUSTMENTS TO THE AUGNMENT MAY NEED TO BE MADE ONCE ACTUAL CONDITIONS ARE UNCOVERED IN THE FIELD (E] PROVIDE A TEMPORARY AIR RELEASE VALVE TO EXPEL AIR AS THE FORCEMAIN FILLS DURING INITIAL ST ART UP. ill AS BUILT APPROVED fJ ... ,. ., 1-----1-------1-----------+-----, ¥~ 46214 SECTION 5 SEWAGE PUMP ST A TION CONSULTING ENGINEERS DATE BY OESCR\PTION APP'D REVISIONS ~ /R.C.E. NO. ~~- DATE ✓ 7-~-::9:J DESIGNED DRAWN T. GIESE A.BJB.S.IS,W,P, CHECKED DATE J, LOAGUE 6/26/91 SEWER FORCE MAIN PLAN & PROFILE ST A 6+00.00 TO END CITY OF NEWPORT BEACH PUBLIC WORKS DEPARn.tENT S-S151-S SHEET 10 OF 32 _m n ~ cl :li s ~_, ___ _ 0 C' ·1"' -,,: I" \ \ \ 1 \ EXISTING GAS UNE I I NEW 8' p~\\SEWER FROM EA ALLEY I !NV EL \ \ 97.16 . I 100.68 TOP \ \ \ I 24" MANHOLE FRAME \ \ AND COVER PER CNB \ \ STD-! I2-L. RIM EL /06.50~1,1 ______ I \ 5' JJ DROP MANHOLE \ I PER CNB STD-403-L \ \ \ I /NV EL 96.8 I I \ ' \ ' ill \ I ) , !NV EL I /%EJ 12" PVC SEWER \ ----;---r-/_...,.._ ,.,,,,,-TO WET WELL ~----;--1 -,.--INSTALL CONCRETE PLUG AFTER COMPLETION OF NEW PUMP STATION I \ \\ 45'ELBOW ' \ I \ ,..:-,fP~ T-LOCK UNED y /I ~- NOTE: \ \ 12" PVC SEWER \ \ TO JADE AVENUE, INSTALL TEMPORARY PLUG IN -CH \ \ I \ I \ \ \ SEWER ANO EAST OUTLETS.REMOVE PLUG AND SETTLED MATERIAL IN MANHOLE AFTER COMPLETION OF NEW PUMP ST AT/ON -;\ "'-tNV EL \V>, 100.67 . I~ \ /\'\..__EXIST 8" VCP Y ;\ SEWER TO BE ABAND. SANITARY SEWER MANHOLE #/ AT STATION /+32.00 (J) NOTES: !. CONSTRUCT MANHOLE OVER EXISTING 8"V.C.P. SEWER. REMOVE 8" V.C.P. THROUGH MANHOLE 2. INST ALL TEMPORARY PLUG IN 8-/NCH WEST OUTLET. REMOVE PLUG AFTER COMPLETION OF NEW PUMP STATION 8"PVC SEWER TO SOUTH ALLEY NOT TO SCALE INSTALL CONCRETE PLUG AFTER COMPLETION OF NEW PUMP STATION EXISTING 8'' VCP SEWER FROM EAST ALLEY 100.02 24" MANHOLE FRAME AND COVER PER CNB STD-I I2-L RIM EL. /06.70± CHANNEL TO BE FILLED WITH CONCRETE AFTER COMPLETION OF NEW PUMP ST AT/ON /NV EL 99.82 4'0 MANHOLE PER CNB STfr40!-L ,I .f\. !NV E ill \/. /\ /00.0/ ' I ". \ / \r EXIST 8" VCP SEWER TO \ I EXISTING PUMP STATION ~ I TO BE ABANO. \ f, I \ ~ /\ \' SANITARY SEWER MANHOLE AT STATION 5+75.39 NOT TO SCALE ' /NV EL i 97.87 '-------i~-..-~ 12" PVC SEWER FROM SOUTH ALLEY 12" PVC SEWER TO PARK AVE. ill 24" MANHOLE FRAME AND COVER PER CNB STfr/ /2-L. RIM EL /06.36: 4' I& MANHOLE PER CNB STD-40I-L ill SANITARY SEWER MANHOLE AT ST AT ION 4+66.50 NOTES: I. CONSTRUCT MANHOLE OVER EXISTING 12" V.C.P. SEWER. REMOVE 8' V.C.P. THROUGH MANHOLE 2. INSTALL TEMPORARY PLUG IN /2-/NCH EAST OUTLET. REMOVE PLUG AFTER COMPLETION OF NEW PUMP STATION 24" MANHOLE FRAME AND COVER PER CNB STD-I /2-L RIM EL /06.40± NOT TO SCALE 12" PVC SEWER TO JADE AVE. Ill-; II / I ? / I I 11····-r71···-- I 1·11 1 1 1 I ,l 1 //.1 1 1 I '--N---'-'s-'--~~~~./2-E~L~~-~-~ EXIST l2"VCP !NV EL SEWER TO ~..-....98.31 ill BE ABANO. 4'(if MANHOLE PER CNB STfr40/-L INST ALL CONCRETE PLUG AFTER COMPLETION OF NEW PUMP ST AT/ON CHANNEL TO BE FILLED WITH CONCRETE AFTER COMPLETION OF NEW PUMP ST AT/ON SANITARY SEWER MANHOLE AT ST AT/ON 4+57.32 CD NOT TO SCALE CONSULTING ENGINEERS NOTE, 8"PVC SEWER TO JADE AVE. /NV EL 98.80 8' PVC SEWER FROM EAST ALLEY /NV EL 99.00 / 73"34'07" 24"MANHOLE FRAME ANO COVER PER CNB STD-I I2-LRIM EL 106.70,. 4' H DROP MANHOLE PER CNB ST0-403-L T-LOCK UNEO ill SANITARY SEWER MANHOLE AT ST AT ION 5+65.17 (]) NOT TO SCALE CONSTRUCT MANHOLE OVER EXISTING 8'V.C.P.SEWER AND 6"V.C.P.LATERAL 1/) REMOVE 8" AND fJ' V.C. P. THROUGH MANHOLE \ / \ 1/ /'I V )1 Y(A I · i EXIST 8"VCP SEWER TO BE ABANO. 24"MANHOLE FRAME AND COVER PER CNB STD-/I2-L. RIM EL /06.60± !NV. EL /00. 0 ill 4' 0 MANHOLE ~ /\ PER CNB ST0-40I-L /__.------6" PVC SEWER LATERAL PER CNB STfr406-L INSTALL CONCRETE PLUG AFTER COMPLETION OF NEW PUMP ST ATIQN--1'-" CHANNEL TO BE FILLED WITH CONCRETE AFTER COMPLETION OF NEW PUMP STATION ___ _,. /NV. EL 100.60 \\ \ ~ EXIST. 8" VCP \ SEWER IN EAST \ I ALLEY \ \ \ 'd-) SANITARY SEWER MANHOLE #6 6 NOT TO SCALE 6 AS BUil T 1--31_I0_199-+--J_. L_. +-'ffi=!=---_AS_B_IU_LT ______ /------1 APP:UL 1----1--__,__ __________ ,______, ~JESJ:N~~EER ' SECTION 5 SEWAGE PUMP STATION I ~ ,/ R,C.E. NO. 46214 ·, DATE -~7--'l!>=-~"l~•--MANHOLE DETAILS C-2975 DATE BY DESCRIPTION APP'D DESIGNED DRAWN T, GIESE A,B.IB.S.IS.W,P, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5152-S REVISIONS CHECKED DATE J. L0AGUE 10/09/91 SHEET 11 OF 32 DET_Q).OGN 2-21-011 I t I . I :t • t,. • • . ~ - STA 6•34.79 .. ' / /1 12" PVC GRAVITY • .. • • I> SEWER SEE SHEET 7 / / S/1 2'-1/.5" \ \ \ \ \ I \ \ 3'-6" --,-ttr--------------------- 6'-0" ' PLAN 2 I[_ EL /02.73 --------------- 4 x 4 HATCH EL /06. __ ._ , b , • b . FORCE MAIN VALVE VAULT I SCALE:½"· l'-D'' 10 RIW ffi/2\ - 92 ----------~ EXISTING POWER POLE 32 -------0 EXISTING SEWAGE \ PUMP STATION~ c:: / I > ., C l WATERLINE RELOCATION SCALE:¼"· /'-0' 2 • SECTION FINISHED SURFACE 72 • EL /0/.20 •- KEY NOTES 0 VALVE VAULT PENETRATION PER DETAIL ® ~ CONTRACTOR TO PULL JOINTS AS NECESSARY I 2I I CONTRACTOR TO VERIFY MATERIALS AND DEPTH 1221 RECONNECT WATER SERVICE TO EXISTING METERS PER CNB STD-502-L 1231 CUT EXISTING 6" AC WATERMAIN, REMOVE INTERFERING PORTIONS AND PWG BOTH ENDS 1281 PROPOSED GAS UNE RELOCATION BY SCG 1321 REMOVE EXISTING HYDRANT 1331 DISCONNECT EXISTING 2 -INCH WATERLINE FROM EXISTING WATER METERS. ABANDON EXISTING 2 -INCH WATER IN PLACE. 1361 REMOVE PORTIONS OF EXISTING PUMP STATION STRUCTURE AS NECESSARY FOR CONSTRUCTION OF THE WATERLINE l39I SNAP CUT EXISTING ACP @> @ @ ® @) @) CONSTRUCTION NOTES 55 ADJUSTABLE PIPE SUPPORT PER CNB STD-522-L ¾' CRUSHED ROCK 8' SDR 17 CERTAINTEED YELOM/NE PVC PIPE PER CNB STD-I06-L CONSTRUCT THRUST BLOCK PER CNB STD-5I0-L-A 6' x 6'TRAFFIC RATED PRECAST CONCRETE VAULT COATED WITH 80 MILS EPOXY 12' DIA. SUMP WITH CAST IRON GRATE AND FRAME, ALHAMBRA FOUNDARY CO. NO. A-2020 OR EQUAL ® 6" TRANSITION COUPLING (ACP ROUGH BARREL x PVC) ROMAG STYLE 50! OR EQUAL @ @) @) @) @ ® @ 6' PVC C-900, CLASS 200 PIPE PER CNB STD-/06-L 6' DI MJ x FE ADAPTER 6'GATE VALVE !FE x FEJWITH VALVE BOX AND COVER PER CNB STD-SI /-L 6' x 6' DI TEE /FE x FE) 6' 22 ½" DI ELBOW (MJ x MJJ 6' x 4' DI REDUCER (MJ x MJ) 4' PVC C-900, CLASS 200 PIPE PER CNB STD-I06-L MINIMUM COVER • 36 INCHES =====1□~======1□~======16 EXISTING CONCRETE SEAWALL @) @ @ @ 4' FLUSHOIJT ASSEMBLY PER CNB STD-527-L \ -. / ;· PROPERTY / LINE ·-I L_ 8' SOR I 7 CERTAINTEED YELOM!NE PVC FORCE MAIN SEE SHEET 9 ------------------------,~- RIW J8J2 I rl j\ \) Dr\ J ® @ @ @ CONSTRUCT REDUCER THRUST BLOCK PER CNB STD-510-8 CONSTRUCT VALVE ANCHOR PER CNB STD-5I0-L-C ,---.~----. 8-/NCH FLANGE COUPLING ADAPTER 2-/NCH DOUBLE STRAP BRONZE SERVICE SADDLE WITH IRON PIPE THREAD, JAMES JONES J-979 OR FORD 202-B 8-/NCH ECCENTRIC PLUG VALVE WITH /8-/NCH LEVER /MANUAL OPERATOR! DEZURIK SERIES 100 8' x 8' SOR 17 CERTAINTEED YELOMINE TEE 8-INCH SOR 17 CERTAINTEED YELOMINE 90 DEGREE BEND /STANDARD! (@) MALE /PT INLET BY MALE /PT OUTLET BALL CORPORATION STOP JAMES JONES J-/943 OR FORD FB-500-7 ~ I' IRON PIPE AND FITTINGS FROM OUTLET BALL CORPORATION "el STOP DIRECTED TOWARD SUMP 6'-(J x 6'-D'' STAINLESS STEEL. DOUBLE LEAF SPRING ASSISTED ACCESS HATCH TRAFFIC RATED PER DETAIL ffi OMIT ACOUSTIC TREATMENT QI) SEWER FORCEMAIN CONNECTION DETAIL 2 SCALE:¼"· /'-0' CONSULTING ENGINEERS 12 3"E 99 IOI NOTES: I. WATERLINE RELOCATION NOT TO BE CONSTUCTED UNTIL THE EXISTING SECTION 5 SEWAGE PUMP STATION IS ABANDONED AND READY TO BE DEMOLISHED 2. ISOLATION VALVES FOR WATERLINE CONSTRUCT/ON ARE AT THE SOUTH END OF THE EAST ALLEY WHERE IT CROSSES PARK AVE .. WHERE THE SOUTH ALLEY INTERSECTS THE ALLEY BETWEEN JADE AVE. AND CRYSTAL AVE, AND AT THE EAST END OF THE SOUTH ALLEY WHERE IT INTERSECTS CRYSTAL AVE. AS BUil T C-2975 ½3/98 J.A.L &REVISED FORCE MAIN PROFILE APPROVED / J 1-3/-10'--"/99'4----J-.-L-+£--AS--8-U/-LT-------+------l m1.J_(~. -SECTION 5 SEWAGE PUMP STATION UT/i'ITIES Ej@NRU = I / R.C.E. NO. 462;4 1-----1-----l-----------+----l / DATE 7 ~<ic ,ei-, DATE BY DESCRIP"ION APP'D DESIGNED DRAWN T. GIESE A.B.IB.S./S.W.P. REVISIONS CHECKED DATE J. LlAGUE 10/09/97 FORCE MAIN VAL VE VAULT AND WATERLINE RELOCATION -SOUTH ALLEY CITY OF NEWPORT BEACH PUBLIC WORKS DEPART~ENT S-515'2-S SHEET 12 OF 32 DtT _04, OGN 3-19-91 --1J ~ j: ,~ 2'-0' /8" 38'-O" 12' 2'-0" EL. 97.00 CONSTRUCTION NOTES 0 15 HP NON-CLOG SUBMERSIBLE PUMP, 0·850 GPM © 48' TDH WI 55 BOWL ASSEMBLY ® 5 HP NON-CLOG SUBMERSIBLE PUMP, 0=320 GPM @ 27' TDH WI 55 BOWL ASSEMBLY 0 6' AUTOMATIC PUMP DISCHARGE CONNECTION !BY PUMP SUPPLIER) 4" AUTOMATIC PUMP DISCHARGE CONNECTION !BY PUMP SUPPLIER) 6' 90° FLANGED DI BASE ELBOW, FASTEN TO WET WELL BASE WfTH 55 ANCHOR BOLTS CONSTRUCTION NOTES (CONT.,) @ 6' x 71 STAJNLESS STEEL DOUBLE DOOR. SPRING ASSISTED ACCESS HATCH, TRAFFIC RATED, SOUND INSULATED, PER DETAIL@ @ I½" PVC SCH 40 HATCH DRAIN @ 113 HP EXHAUST FAN, 6/0 CFM @ 0.25" WC PER DETAIL 6B @ EMERGENCY HIGH LEVEL FLOAT CONTROL SWITCH PER DETAIL@ ® l'WASHDOWN AND VACUUM BREAKER DEVICE • A ' ' A ' ' A • • A ' • A • • A • ' A • ' A · ' A · • A · • A · ' A · ' A • ' b • ' A • 0 0 @ 4' 90" FLANGED DI BASE ELBOW, FASTEN TO WET WELL BASE WfTH SS ANCHOR BOLTS @) t½ HP PVC EXHAUST FAN, 17OO CFM © O.3U'WC PER DETAIL® . ,. ' " . ,. . ,. FOR CONTINUATION SEE SfTE PLAN SHEU 5-~ 6'-/0" FOR CONTINUATION SEE SHEET 8 • ~ I> l> • b :,. • b I> • t, I> • 1 "'+---r- FOR CONT/NU AT ION ,-----.;q.._--1---1-----..1:fc::::E=L.==I0=3.=77=-------j SEE SHEET 6 33 FOR CONTINUATION SEE SITE PLAN SHEU 8 11'-6' ,-----_-_ -_-_-_ -_-_-_ -_-__ ::--_ -,'~· • • a /NV. EL. 90.00 4'-2" 6'-2' PLAN SC/llE: ¼" = l'-0' EL 100.60 116 119 ft /0560 ~ ~-...:..i mllla.J=· ~~ A· • EL 98.60 • • • 2 , 0 . ... 21 46 • EL 9/EO HI-HI (BOTH 15 HP PUMPS RUNNING FLOAT CONTROU i~-i-a-,-ai!Il EL 90.60 HIGH WET WELL !ALARM) • EL 89.60 LAG PEAK FLOW PUMP ON a • ~~~~~~~~~~~~-------------::::.-Hr EL 89.10 AVG FLOW PUMP OFF /LEAD PEAK FLOW PUMP ON • EL 88.10 AVG FLOW PUMP ON EL 87.60 PUMPS OFF 8J EL 83.60 • , . . . • 56 SECTION A SCALE:¼"= !'-0' • • WEI WELL " ,. I> I> I> ,,. p • . ~ . t . ~ . ~ . • . ~ . • . ~ ' , ~ • • • • • • FOR CONTINUATION'----_-_-_-..,.__-_-_-_-.,__,., SEE SfTE PLAN SHEET 5 FINISHED SURF ACE rnmw EL. /0/,/0 WET WELL 89.60 6/l--~ • • • ' ~ • ' ~ • ~ • . A • " • • A • • A . • A • . • • A • • a ' ~ (£ EL. 93.50 LADDER UP DEVICE • EL. 99.60 0 0 0 @) ® @ @ ® @ ® ® @) ® @) @ @ @ @) @ @) ® @) @) ® ® @ © @ @ ® @) 8' x 6' DI REDUCER !FE x FEJ 8' x 4' DI REDUCER (FE x FEJ 8" CLASS 350 DIP (FE x FEJ /3'-IO3/a' LONG 8" CLASS 350 DIP (FE x FEJ I4'-I 3/a' LONG 8", 90° DI ELBOW (FE x FEJ 8" CLASS 350 DIP (FE x PEJ 6'-0' LONG 8" SLEEVE TYPE COUPLING 8" CLASS 350 DIP (FE x GROOVED) 0'-9" LONG 8" SWING CHECK VALVE WITH LEVER AND WEIGHT !FE x FEJ KENNEDY OR APPROVED EQUAL 8" PRESSURE SENSOR (RED VALVE SERIES 40) 8" ECCENTRIC PLUG VALVE WfTH LEVER OPERATOR (FE x FE! DEZURIK SERIES 100. CONTRACTOR TO CUT LEVER TO I8-/NCHES IN LENGTH 8" CLASS 350 DIP (FE x FEJ 0'-6' LONG 8" x 8' DI CROSS (FE x FE! 8" CLASS 350 DIP !FE x GROOVED! O'-8' LONG 8" STYLE 31 VICTAULIC COUPLING 8" x 4' DI TEE !FE x FE! 4' TAPPED FLANGE WfTH 4" SS CAMLOCK (FE! FITTING AND INSULATING BUSHING 8" CLASS 350 DIP (FE x GROOVE DJ /'-4' LONG 8' CLASS 350 DIP (PE x GROOVED! 4'-4' LONG SUMP PUMP PER DETAIL@ 12' PVC BUTTERFLY VALVE !FE x FE! WITH VALVE BOX AND RISER PER CNB STD-5/ I-L I½" PVC SWING CHECK VALVE STAINLESS STEEL LADDER PER CNB STD-530-L I2'-O" x I !'-6' TRAFFIC RATED CONCRETE VAULT COATED WITH 80 MILS EPOXY POLYPROPYLENE PLASTIC STEP PER CNB STD-404-L WfTH LADDER UP SAFETY POST 38' x 20' REINFORCED CONCRETE WET WELL WITH T-LOCK UN/NG 12" PVC GRAVITY SEWER PER CNB STD-IO6-L STAINLESS STEEL, NYLON JACKEIED. LIFTING CABLE SS LIFTING BAIL SEE DETAIL @ I' g STAINLESS STEEL HOOK @) ULTRASONIC LEVEL TRANSDUCER WITH STAINLESS STEEL MOUNT PER DETAIL ffi \]jJ @ 8' PVC SCH 40 SOLVENT WELD PIPE, VALVE VAULT AIR INLET @ 8" PVC SCH 40 SOLVENT WELD PIPE, VALVE VAULT AIR EXHAUST (8} 8" PVC SCH 40 SOLVENT WELD PIPE, 90" ELBOW @ CONCRETE FILL, SEE SHEET 17 @ 55 ADJUSTABLE PIPE SUPPORT PER CNB STD-522-L @ ¾' CRUSHED ROCK @ SS PUMP MOUNTING ST AND ® 316 STAINLESS STEEL TOP GUIDE BRACKET ASSEMBLY PER DEIAIL ® @ I50W VAULT LIGHT WfTH GUARD !EXPLOSION PROOF) @ INSTALL T-LOCK UN/NG ON THE INNER SURFACE OF THE WEI WELL @ 12" PVC SCH 40 SOLVENT WELD PIPE. WET WELL AIR EXHAUST @ 12" PVC SCH 40 SOLVENT WELD PIPE, WET WELL AIR INLET @) 12" PVC SCH 40 SOLVENT WELD PIPE, 90' ELBOW @ 8", 90· DI ELBOW (MJ x MJ) ® CONSTRUCT THRUST BLOCK PER CNS STD-5I0-L-A @ 3'-RJ' x 2'-6' STAINLESS STEEL SINGLE LEAF SPRING ASSISTED ACCESS~TCH, TRAFFIC RATED. SOUND INSULATED PER DETAIL I 14 @ 2"0 LIFTING EYES OVER EACH VALVE @ 8" CLASS 350 DIP (PE x GROOVED) 41-6' LONG @ 8' CLASS 350 DIP !PE x PE! 4'-0' LONG @ 8' RUBBER BANDED COUPLING GMCB SHEARBAND OR EQUAL @ 4' ECCENTRIC PLUG VALVE WI 2' SQUARE NUT (FE x FEJ DEZURIK SERIES 100 //0 8' CLASS 350 DIP (FE x FEJ 3'-7" LONG Lb, @ 3'-6' x l'-5' STAINLESS STEEL FRAME AND COVER (TRAFFIC RATED) 112 I½' PVC SCH BO SUMP PUMP DISCHARGE (ijf) I' PVC SCH 80 @ /' PVC TRUE UNION BALL VALVE @ DOUBLE STRAP SERVICE SADDLE @) I' SCH 80 PVC 9(]' ELBOW ' I> ' ,. ' I> . . l.,__.,,.-_. • A,o....,..---,, @ 2' SCH 40, 316 STAINLESS STEEL SUD£ RAILS, 2 PER 15 HP PUMP I¼" SCH 40, 316 STAINLESS STEEL SUD£ RAILS, ,. . ,. . ,. • • 5 NOTES: I. CONTRACTOR SHALL ADJUST PIPE SPOOL LENGTHS AS REQUIRED FOR EQUIPMENT SUPPLIED. 2. TOP OF WET WELL AND VAULT ELEVATIONS ARE ONLY APPROXIMATE. CONTRACTOR SHALL DETERMINE EXACT ELEVATIONS PRIOR TO CONSTRUCT/ON. 3. ALL WELDS WITHIN THE WET WELL SHALL BE ACID-ITCHED TO PROVIDE A SMOOTH CLEAN SURFACE AND TRANSITION BETWEEN THE STAINLESS STEEL MEMBER AND THE WELD. 4. ALL PIPING AND APPURTENANCES WfTHIN THE WEI WELL WHICH ARE NOT STAINLESS STEEL SHALL BE COATED WITH EPOXY. 5. ALL PIPING AND APPURTENANCES WfTHIN THE VALVE VAULT SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS. (2 FOR THE 5 HP PUMP) @ 316 STAINLESS STEEL GUIDE BRACKET PER PUMP MANUFACTURER'S RECOMMENDATION 6. THE INTERIOR OF THE VALVE VAULT SHALL BE PAINTED WHITE IN ACCORDANCE WITH THE SPECIFICATIONS KEY NOTES APPROVED WEI WELL PENETRATION PER DET A/L@ VALVE VAULT PENETRATION PER DETAIL® UMIT OF T-WCK LINING WITHIN THE WET WELL CONSTRUCT STAJNLESS STEEL BASKET STRAINER ASSEMBLY PER DETAIL (Ji} BRACE RISER WITH FLANGE TYPE SUPPORT AS SHOWN IN DETAIL ffi \}v_ PROVIDE 8' x 4' D.I. REDUCER /FE x FEJ ON 5 HP PUMP AS BUil T :-2975 12129 J. L. ft. AIR RELEASE PIPING AND ~JKM VALVE ORIENTATION 1---f--------+-------+----l 111-Lef ,.;;} . ., .. UT/IL<TIES p!BIME[R -, 46214 SECTION 5 SEWAGE PUMP STATION =-- CONSULTING ENGINEERS £ 3/10/99 J. L. AS BUILT . /R.C.E. NO. 1---f----t~=-~~=--------t----l DATE 7-<b•"l-i DATE BY OESCRIPTIDN APP'D REVISIONS DESIGNED T. GIESE CfECKED J. LOAGUE DRAWN A.B./B.S./S.W.P. DATE 10/09/97 MECHANICAL PLAN AND SECTION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5152-S SHEET 13 OF 32 DET _MECH. □GN - I 0-!11 ii J C . - -,,-,: z p n ff' 0 ~ ~ - - I' x 2" GUTTER 55 CARRIAGE BOLTS 2" INSULATION l> !> • • l> • ,") ~ '-0 t:, "' SS GUTTER EXTRUSION FRAME !> t:, ' l> 2.' II . t:, l> !> I> SAFETY CHAIN INSIDE RELEASE FOR SLAM LOCK 1/8" ALUMINUM COVER Pl.A (55 FOR WETWELL HATCH J • ~ -- 3"x6"SS C-CHANNEL VARIES AUTOMATIC HOLD-OPEN RED VINYL GRIP ARM AND COVER RELEASE - LIFTING MECHANISM HOUSING ACCESS HATCH DETAIL ~ NOT TO SCALE 11 0 ' 6' OF ¾' CRUSHED ROCK ~ -~..,...=-="i----iir -- !½" BOX PER CNB-502-L 11 FINISHED SURFACE 11 ' 8" SCH 40 PVC Pf PE EXTENSION -LENGTH AS REQUIRED /"CAMLOCK BRASS NIPPLE FROM BACKFLOW---->-Y fil PREVENTOR ffi ~-------.--------,,.._,,___---L.l V /" TYPE K COPPER BRASS 90" ELBOW 2' THO x SWEAT ADAPTER QUICK COUPLING VALVE DETAIL 4 NOT TO SCALE 5 I I I I I I I I I I I I I I I I I ¼" 55 DIAMOND TREAD PLATE SLAM LOCK ~THREADED PLUG SEAL REMOVABLE KEY WRENCH l> l> I> , . I> I> f> I> 90' PVC SCH 80 SOLVENT WELD ELBOW t:, ' I> ~ t:, l> l> I> I> 24" 28" x 28" SQUARE CAST IRON GRATE W/ FRAME l> EL 96.60 l> I'; ' t:, E.W. t; I> l> l> l> l> 4'-2' I½" PVC TRUE UNION BALL VALVE VALVE VAULT PENETRATIONffi PER DETAIL® I½" PVC SCH 80 SOLVENT WELD PUMP DISCHARGE EL 98.00 --....___ ANCHOR BOLTS "---FLOAT SWITCH WITH LEVER ARM I½" PVC TRUE UNION BALL CHECK VALVE 2' COPPER 90' BEND 2' UNION-----,~ 2"COPPER-~ NOTES: I. BELOW GRADE PIPING SHALL BE TYPE K SOFT COPPER 2. ABOVE GRADE PIPING SHALL B TYPE L HARD COPPER [ 2" REDUC PRESSURE PRINCIPLE BACKF PREVENTER 2" COPPER 90' BEND 2'UNION FROM FLOW=~~ METER ~-'-"'+-"-=.J........L TO QUICK COUPLER® 2" COPPER TUBING 6'x6"x6'CO BLOCK !TYP 4'-6' x 2'-0' CONG PAD 6'THICK 2' COPPER TUBING CKFLOW PREVENTER DETAIL SCALE: ½" = /'-0' I ~..._____ , /\ . lf'=l;:;:I ""---/½"DRAINAGE COUPLING AURORA PUMP HYDROMATIC OSP33 //3 HP SUMP PUMP OR EQUAL SUMP PUMP 2 I I l> FOR PIPE CONNECTION I I I> I I I I~ I I l> l> I I l> I I -~!½"PVC PIPE I I / _1> I t · ly7 / NOTES: !. DOOR STIFFENED TO SUPPORT H-20 LOAD 2. DOOR BALANCED TO REQUIRE NO MORE THAN /0 LBS. OF OPENING FORCE 3. ALL HARDvVARE EITHER ALUMINUM !TYP 606/ T6J OR STAINLESS STEEL !TYPE 3/6) EXCEPT IN WET WELL APPLICATIONS WHERE ALL HARWARE IS 316 STAINLESS STEEL 4. SHOWN FOR DOUBLE LEAF DOOR. SIM/LIAR FOR SINGLE LEAF 12" PVC SCH 40 .__ .• D000 '!' 0 0 0 0 ' ' 0 010 0 ' . • ' 6" 12" PVC VENT STACK ARMORCAST OR EQUAL !TYPJ CONCRETE ENCASEMENT 12' PVC SCH 40 90" ELBOW WET WELL INLET /EXHAUST TERMINAL NOT TO SCALE SCALE: I"= !'-0' 13 2'-3' LONG 4' x 2' 55 CHANNEL ¼" THICK ½"ff ss EXPANSION BOLT ITTPJ 12' x 8" 55 PLATE ¾"THICK I" 55 NUT 5 5 CONSULTING ENGINEERS I" PVC NPT MILLTRONICS ST-H LEVEL TRANSDUCER NOTE: ACID-ETCH ALL WELDS TO PROVIDE A SMOOTH CLEAN SURFACE AND TRANSITION BETWEEN THE STAINLESS STEEL MEMBER AND THE WELD ULTRASONIC LEVEL TRANSDUCER MOUNTING DETAIL 6 NOT TO SCALE 13 AS BUILT C-2975 3/99 J. L. ill AS BUILT APPROVED I-------+---+-------~------+------< ~JJ, !! • w U OTTTe JN61rlE~ 4 SECTION 5 SEWAGE PUMP STATION \_.,,/R,C.E. NO. 46114 t------i---+------------+---t DATE '") -'l, -'I J DATE BY DESCRIPTION APP' □ DESIGNED DRAWN T. GIESE A.8./8,S.IS.'!.P. REVISIONS CHECKED DATE J. LOAGU, 10/09/97 MECHANICAL DETAILS I CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-SIS2-5 SHEET 14 OF 32 CELOI.DGN 3-9-97 I I NOTE: 316 SS SOUD ROUND STOCK----~ ACID-ETCH ALL WELDS TO PROVIDE A SMOOTH CLEAN SURFACE BETWEEN THE STAINLESS STEEL MEMBER AND THE WELD I' PVC CONDUIT 0 DRILL HOLES THRU BOTH TABS !ATTACH TO PUMP MOTORJ LI FT I NG BAIL DET Al L I "'-" ,,·.-· ,"':,.. .·' .· ; ;-. '. •• t,. ' ~ ' • ~ /·. ' • t,. ' • I> • • • ~ •• :. ~ _:: :: ' . .,, . I> • • • ~ •• :,. .. ' : . : '. ... . ~ ... ... NOT TO SCALE 13 ~STAINLESS STEEL CONDUIT STRAPS ' WITH SS HARDWARE (TYPICAU ~ PIG CAP WITH 1/'J6' HOLE FOR FLOAT CABLE 24" ~~.:'.. . • • -·f1r-iii~--._STAINLESS STEEL BRACKETS !TYP. 24" OCJ , " •• • ·-· 111 MOUNTED TO STRUCTURE WITH *8 PLASTIC /" • ,' •• _'. '. ANCHORS AND #8 x ¾" ss MACHINE BOLTS .• t,. . . b-• . • RUBBER GROMMET STAINLESS STEEL FLOAT MOUNTING BRACKET. MOUNT BRACKET TO STRUCTURE WITH 2-½" STAINLESS STEEL EXPANSION BOLTS EL 93.10 ROTO FLOAT SWITCH FLOAT CONTROL DETAIL NOT TO SCALE NOTE: ACID-ETCH ALL WELDS TO PROVIDE A SMOOTH CLEAN SURFACE BETWEEN THE STAINLESS STEEL MEMBER AND THE WELD ~3/6 STAINLESS STEEL TOP GUIDE BRACKET (8( PUMP SUPPUER! ¾" EXPANSION BOLT !TYP OF 2! 12' REINFORCED CONCRETE WET WELL CE/UNG TRAFFIC RATED R SUD£ RAIL TOP GUIDE BRACKET \_½" 55 NUT & BOLT 2" OR I¼' SS SLIDE RAIL PER MANUFACTURER /'-0' 4" x 2" STAINLESS STEEL ANGLE GUIDE BRACKET MOUNTING DETAIL SLIDE RAIL TOP GUIDE BRACKET ASSEMBLY DETAIL 2 14' x 12' ?RECAST CONCRET VALVE VAULT STEEL MOUNTING BRACKET !BY FAN SUPPLIERJ----e~ " &> " NOT TO SCALE /'-6'' l> p {> 12" PVC SCH 40 SOLVENT WELD AIR EXHAUST PIPE RUBBER FLEXIBLE CONNECTION WITH SS BAND CLAMPS ----OUTLET ADAPTER (INLET ADAPTER ALSO REQUIRED! 13 INLET /EXHAUST DIVIDER TO BE FABRICATED FROM 3/t6 "THICK STEEL PLATE. DNIDER WILL BE WELDED TO BASE PLATE WITH VENT PIPE WELDED ATOP DIVIDER 8' SCH 40 PVC 90" ELBOW 8"SCH 40 PVC 9 ¾" PVC WET WELL EXHAUST FAN WITH I½ HP EXPLOSION PROOF MOTOR /8' x 12' CONCRETE BASE ½' SS EXPANSION BOLT (TYP! p p !> 14' x 12' PRECAST CONCRETE VALVE--..... VAULT ½" SS EXPANSION BOLT ( TYP J ~-8' PVC SCH 40 SOLVENT WELD AIR EXHAUST PIPE FLOW SWITCH RUBBER FLEXIBLE CONNECTION WITH STAINLESS STEEL BAND CLAMPS ~---8' PVC VALVE VAULT EXHAUST FAN WITH //3 HP EXPLOSION PROOF MOTOR VALVE VAULT EXHAUST FAN DETAIL 3 24" 00 00 0 00 000 , 0 / jooo ; 100000 , /000000 ' ' J . • \ FRONT NOT TO SCALE 3/a"THICK 3CJ x /8" STEEL BASE PLATE l"DRYPACK-- c.1--r-"4 BARS SPACED AS SHOWN 4 -5/s"EJ X 5' ANCHOR BOLTS 8"SCH 40 PVC ~-+-0 /'-2" 0 a-, 0 1., 30" BASE PLATE SCALE : /" • /'-0" 000!000 0 0 0 0 0 0 I ' I ' I ' I . . w SIDE 3 8" STEEL VENT PIPE ALHAMBRA FOUNDARY A-2I55 OR EQUAL •4 BARS SPACED AS SHOWN NOTE: EXTERIOR OF VALVE VAULT AIR INLET /EXHAUST ASSEMBLY SHALL BE PAINTED TO MATCH THE COLOR OF THE PVC VENT STACKS WET WELL EXHAUST FAN DETAIL 5 VALVE VAULT AIR INLET /EXHAUST ASSEMBLY DETAIL 6 NOT TO SCALE /3 CONSULTING ENGINEERS 3//0/99 J, L. I AS BUILT DATE BY DESCRIPTION REVISIONS SCALE :½' • /'-0' APPROVED ,E, NO, 46214 DATE '--7 -'3 -"I I APP'D DESIGNED DRAWN T, GIESE A.B./B.S./S,W.P. CHECIED DATE J, LOAGUE 10109(97 5 AS BUil T C-2975 SECTION 5 SEWAGE PUMP STATION MECHANICAL DETAILS 11 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5-515:2--S SHEET 15 OF 32 DET _02. DGN 3-19-97 , I I I :1 i I ·~ ~ :~ . ·-;. 3 C ' ' " ' .I I I > < u 2 ~ Cl p C ~ □ ~ 2 " ~ '\J t 'O ,; z a r □ u Cl m 0 ~ "" 0 'O m □ " aJ w ~ ' L 0 C z < w m . " 0 ., 5 m p < " 2 !" Cl p C ~ □ ~ z ~ NOTE: I. ALL WELDS SHALL BE ACID-ETCHED TO PROVIDE A SMOOTH CLEAN SURFACE AND TRANSITION BETWEEN THE STNNLESS STEEL MEMBER AND WELD 2. ALL STNNLESS STEEL SHALL BE TYPE 316 UNLESS OTHERWISE NOTED 4" x 4" x ½' SS GUIDE ANGLE WITH ½' SS EXPANSION BOLTS 2'-0" oc /-INCH STAINLESS STEEL POST BASE AND U-BOLT (TYP OF 2) 3" x ¼" SS BRACING 5'-0" OC (TYP! 4" x 4" X ½" SS GUIDE ANGLE WITH ½" 55 EXPANSION BOLTS 2'-0' OC 10' x 10" x ½" ST NNLESS STEEL BASE PLATE WITH ½" 55 ANCHOR BOLT (4 EA! 4" x 4" x ½" 55 GUIDE ANGLE WELDED TO BASE PLATE CONCRETE FILL 12' PVC INFLUENT SEWER----~ EL 90.00 l> b. ' 4' x 4' ST NNLESS STEEL WUBLE WOR SPRING ASSISTED ACCESS HATCH, TRAFFIC RATED, SOUND INSULATED PER DETA/Lffi 'CH} 3'-Z' ~~----'--------'=-----1f1_..---:?'\-3' x ¼" THICK SS BRACING .6. I 5'-0" 0C (TYP ! ' 1-----~___j It-------< l> • • I /2-/NCH PVC SCH 80 BLIND FLANGE 12" VCP INFLUENT SEWER l> HATCH HINGE S/LECONE SEALANT CONT. (TYP!~:~===-=--t-~--~-~-J-:~JJ~-~tf~ 12-/NCH SLIP-ON FLANGE [> ,- /2-!NCH SLIP ON FLANGE iv-, 12 'x 12 'SOLVENT WELD SCH 80 TEE /2-/NCH SOLVENT WELD SCH 80 TEE b. , I 1· l> ___ _,. [> l> I> l> 4' x 4' x ½" SS GUIDE ANGLE WITH ½" SS EXPANSION BOLTS 2'--D' DC 4' x 4' STNNLESS STEEL DOUBLE DOOR SPRING ASSISTED, ACCESS HATCH, TRAFFIC RATED, 4" x 4' x ½" SS SUPPORT ANGLE·-- (BOTH WALLS! WITH ½" SS EXPANSION BOLTS !3 EA! l> [> t> l> l> ' l> l> [> I II I 'II {> t> I II c,. I II b. ~ " "t -,,-,~, • /',. -7! I/',. t> J--f!: l> I> t> l> " I> 4" x 4" x ½" 55 GUIDE ANGLE WELDED TO BASE PLATE CONCRETE FILL [> t> b. t> PIPE OD • 2' WALL SLEEVE STEEL WALL SLEEVE t:,. ,,----INTERIOR WALL !PAINTED! ~-MECHANICAL TYPE INTERWCK!NG RUBBER LINKS. LINK SEAL OR EQUAL PIPE DRY PACK WITH NON-SRINK GROUT VALVE VAULT WALL PENETRATION DETAIL 2 NOT TO SCALE /3 3'-6' X /'-5' 3'-6" l'-6" 2'-0" SOUND INSULATED PER DETAIL @ 14 [> [> [> [> I> [> 10" x 10' x ½' THICK SS BASE PLATE WITH ½" SS ANCHOR 316 STNNLESS STEEL, FRAME AND COVER (TRAFFIC RATED! PLAN SCALE:½'• /'-0" BASKET STRAINER ASSEMBLY PVC LINER --~ WET WELL ---,. INTERIOR WALL DRY PACK WITH NON-SRINK GROUT·------ PIPE T-LOCK TURNBACK ON PIPE WELDED TO WALL FVC LINER WELD STRIP rTYPJ I t:,. t:,. t:,. ,---MECHANICAL TYPE INTER- LOCKING RUBBER LINKS LINK SEAL OR EQUAL PIPE OD • 2" WALL SLEEVE --._ __ STEEL WALL SLEEVE NOTE: REPNR TORN LINER IN ACCORDANCE WITH SSPWC SECTION 31 I WET WELL WALL PENETRATION DETAIL 3 NOT TO SCALE /3 SCALE:½"· /'-0' 316 STAINLESS STEEL 4-3/4' DIA. 316 STAINLESS STEEL WEDGE ANCHOR BOLTS NOTE: ¼ SECTION ACID ETCH ALL WELDS TO PROVIDE A SMOOTH CLEAN TRANSITION BETWEEN THE STAINLESS STEEL MEMBER AND THE WELD I> I> I> ' I> BOLTS (4 EA! SECTION SCALE:½" -/'-0" I 13 3/6 STAINLESS STEEL t½" ITYP! /0' 4" DIMENSION TO SUIT PIPE FLANGE BOLT CIRCLE ---~ SIZE, NUMBER AND LOCATIONS OF BOLT HOLES TO MATCH PIPE FLANGE ' I ' \ I , ----i---$- ' I r:-_-_-_-_-_-_-_-_-7 PLAN FLANGE TYPE PIPE SUPPORT DETAIL SCALE:¼' -/'-0" AS BUil T 4 13 4" ECCENTRIC PLUG VALVE WITH GEAR OPERATOR AND 2' OPERATING NUT """"~~~N~t' FLANGE TYPE PIPE SUPPORT PER DETAIL (4\ Q§_J J'-6" x 2'-6' SPRING ASSISTED 316 STAINLESS STEEL SINGLE WOR ACCESS HATCH FLANGE TYPE PIPE SUPPORT. SEE PLAN AND SECTION TO LEFT 4', 45' ST EEL ELBON ROTATED 5.125". PROVIDE FLANGE DRILLING AS REQ'D. 8' X 4' TEE EL 98.60 /) 8"DIP 4!' MALE CAM-LOCK ADAPTER WITH CAP 4", 45' STEEL ELBOW ROTATED 5.125". PROVIDE FLANGE DRILLING AS REQ'D. 4' MALE CAM-LOCK ADAPTER WITH CAP STEEL COMPANION FLANGE ' . I> .. 6 ' '--FLANGE TYPE PIPE SUPPORT PER DET NL (4\ Q§_J ~ 4" ECCENTRIC PLUG VALVE. 0 WITH GEAR OPERATOR ~ AND 2" OPERATING NUT °"-~~ Cl) ~ 4' DIP POLYURETHANE LINED PIPE SUPPORT VAULT FLOOR /) ' • • • PUMP STATION BYPASS CONNECTION 5 SCALE: ½" • /'-0" / C-2975 J. L. & REVISED SUPPORT APPROVE: t9ki ,____,,__J_. _L.-+-/Z',_AD_D_E_D_DE_T_N_L _____ +-___,IWJ~ n SECTION 5 SEWAGE PUMP STATION CONSULTING ENGINEERS A UT)LIT~R ,_3_1_99--+-J_. _L.-+-a::. __ AS_B_UI_LT ______ --+---1 I \ .... / R.C.E. NO. 46214 DATE '.J-"jj, .q :! OATE BY OESCRIPTIO~ APP'D DESIGNED DRAWN T. GIESE 4.B./B.S./S.W.P. REVISIONS CHECKED DATE J. LOAGUE 10/09/97 MECHANICAL DETAILS 111 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5152-S SHEET 16 OF 32 I I I "U ,; z I 0 r 0 " n 8 D r, i5 ~ ~ ~ §5 ;. ~ !:j '" 2 5 ~ ~ z -m ')1 ~ • 0 C _, •.J ' c,1 D '_ :;,. < -:'. :;:, z I I m n p r 2l !.___ 1f> 76" -3'--0' '-- .-----'--- 6'--0" OPN'G /'--IJ' TYP ,-+-----f---r -~-----------------------------7 l I l ' ! A'\. I I I --+-,I------~\_.::._~-/ I ~ I I 1 1 I _j L I I .,-DBL DOOR I - --'--~-----+--+--.~ 7 ,,v /CCESS HATCH SINGLE LEAF ' A I I // ·,., __ ,,II, V l ACCESS HATCH----..__~----~-+--~~ / F ' I / • I I ~ rr=:==-:=h-+--r ' \JV • Cc> I J/ '·l ~---------·-----------------~----/ ~ S!' a 9 ~ a': t-_,1 • -~ ~ 1(,' ---b a ! ! I·,_ -./ I ~--------~--\ --------I L"·"-"J cilfJ {\J --1---l---+----ll-lL___ I'·, // I ~ -----~ L ______ -i --t---- +---++-L ,~ ·,~/ _ _J INTERIOR WALL ! ~ I ; .I-----DBL DOOR -~ i ' ~~ l __J,-.----ACCESS HATCH I " I • / • ' ----------i1 I aS'.l J/ • -I ~ ¼ ~ ;: : £ II INSIDE FACE OF I ------l"----+----++--11-+-:'....-/ WALLS BELOW7_ I \JV --'--~--I-+-L ':.____(: I - -L -_J ~~ ·~~----~ ~-------------------------------------~ 12"0 AIR OUTLET PIPE t l'.ot 6' --=-. /'-0" /'--6" -- 4'--IJ' OPN'G 8'--0' /2\ 18_,J .--~.::.' '-----+--, ~ lib : p t,. ~ p b : ,. b ~ : b !: • • • 38'--IJ' 40'--6' ROOF PLAN SCALE:¼" " /'--0" -~ IB_) • • • • • • . • --• • . • . • •. l'--0' TYP • • f _,,..,------=---TYP. PIPE PENETRATION . 3'--0' OPN'G 5'-{J' 5'--0" _l - ------0 -PLASTIC LADDER RUNGS SEE DETAILS ~ & ffi OR ffi - /'-0" b \ .. \ " I . I .. .,.;, t,. • 9 ' .. Q " • ' . " • a· 9 .. -- -~ i,; " • . • • 0 a • ' • b -.. • • 6" x 6" FILLET TYP V§JW W ... ... ,_. ,t:,, ' C. , ,. ,. ,. ,. ,. ,. ,. ,. p p p ' . /,-,----.., " " '•· ~\'--+----~- ! ',_,. • Cl. '-fl >--'--I--I INLET PIPE--►-- a ,' {\J {\J a ' ~ / I /2'0 AIR \.."'----L,....., 1 --, !,L-----J----l-----+---1----'-__J_--------------------------' --+---+--------'-- ss BASKET STRAINER_/ STRUCTURE SEE DETAILS SHT 16 r-6" 3'--8" 2'--4" --- 8'--0' 2'--IJ' /'--6" - 30'--IJ' 40'--6" 44'--6" FLOOR PLAN SCALE:¼" = l'--0" f'--(J <'.b -. . ---I /'--IJ' 2'--0" TYP I. 2. 3. 4. I. 2. I. 2. 3. 4. 5. I. A\. \JV -4 GENERAL STRUCTURAL NOTES ALL WORK SHALL COMPLY WITH THE 1997 STD SPECS FOR PUBUC WORKS CONSTRUCTION AND ALL APPLICABLE ORDINANCES EXCEPT WHERE THE PLANS OR SPECIFICATIONS ARE MORE RESTRICTIVE. DIMENSIONS CONTROLLED BY OR RELATED TO MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONTR/CTOR PRIOR TO BEGINNING CONSTRUCT/ON . MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES AND EMBEDMENTS PROVIDED PRIOR TO PLACING CONCRETE. THE STRUCTURES HAVE BEEN DESIGNED FOR THE OPERATIONAL LOADS ON COMPLETED STRUCTURES. DURING CONSTRUCTION, STRUCTURES SHALL BE PROTECTED BY BRACING AND BALANCING WHEREVER EXCESSIVE LOADS MAY OCCUR. FOUNDATION THE CONTRACTOR SHALL REVIEW AND FOLLOW THE RECOMMENDATIONS FOR FOUNDATION PREPARATION CONTAINED IN THE GEOTECHNICAL REPORT BY NINYO & MOORE PROJECT NO. 200924--0/ DATED FEBRUARY 28, 1997 AND LATEST ADDENDUMS. FOUNDATION EXCAVATIONS SHALL BE OBSERVED BY A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER TO VERIFY THE SUBSURFACE CONDITIONS PRIOR TO PLACING REINFORCING STEEL OR CONCRETE. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL CONFORM TO UBC STD 22--1 AS FOLLOWS: --SHAPES, PLATES, BARS, THREADED RODS, ANCHOR BOLTS, ETC. A36-8/a. --MACHINE BOLTS A307--82a. EXPOSED STRUCTURAL STEEL NOT GALVANIZED SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS. STRUCTURAL STEEL COMPLETELY ENCASED IN CONCRETE SHALL NOT BE GALVANIZED OR PAJNTED AND SHALL HAVE A CLEAN SURFACE FOR BONDING TO CONCRETE. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS UNDER THE SUPERVISION OF A SPECIAL INSPECTOR OR IN THE SHOP OF AN APPROVED FABRICATOR. A CERTIFICATE OF FABRICATION FROM THE SHOP PROPOSED FOR PERFORMING THE WORK SHALL BE SUBMITTED FOR AP PROV AL PRIOR TO BEGINNING WORK. THE CERTIFICATE SHALL BE ISSUED BY EITHER ICBO, LA CITY OR LA COUNTY. REINFORCING ALL REINFORCING STEEL SHALL BE GRADE 60 3//8/99 J. L. AS BUILT CONCRETE I. CONCRETE SHALL ATTAJN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS OF AGE AND SHALL HAVE A MINIMUM CEMENT CONTENT OF 658 LBS PER CY AND A MAXIMUM WATER CONTENT OF 320 LBS PER CUBIC YARD. 2. CEMENT SHALL BE PORTLAND CEMENT TYPE I I LOW ALKAU EXCEPT CONCRETE PLACED BELOW ELEV. 76 SHALL BE MADE WITH TYPE V CEMENT AND HAVE A MAX WATER/CEMENT RATIO OF 0.40. 3. UNLESS OTHERWISE SHOWN PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER OVER THE REINFORCING FOR THE WET WELL AND VALVE VAULTS: EXTERIOR SURFACES 3' INTERIOR SURF/ICES 2 1/.z" MASONRY I. CONCRETE MASONRY UNITS SHALL CONFORM TO SECTION 202-2.I MEDIUM WEIGHT. SIZE, COLOR AND TEXTURE SHALL BE AS SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS. 2. UNLESS OTHERWISE SHOWN ALL MASONRY SHALL BE LAID IN FULL RUNNING BOND WITH A MINIMUM OF CUTTING. 3. GROUT ALL CELLS SOUD UNLESS OTHERWISE NOTED GROUT SHALL CONFORM TO SECTION 202--2.2.2. 4. MORTAR SHALL CONFORM TO SECTION 202--221. COLOR SHALL MATCH THE EXISTING ADJACENT WALLS BLOCK UNLESS NOTED OTHERWISE. 5. REINFORCING STEEL MATERIALS AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CONCRETE SECTION OF THESE GENERAL NOTES UNLESS OTHERWISE NOTED. 6. VENEER FACING BRICK SHALL CONFORM TO SECTION 202--1.4. COLOR & TEXTURE TO MATCH ADJACENT EXISTING WALLS. DESIGN CRITERIA LOADING DEAD LOADS: EARTH = 125 PCF CONCRETE = 150 PCF UVE LOAD : H20 TRUCK + IMPl'CT SEISMIC LOAD: UBC ZONE 4 AND AS RECOMMENDED BY GEOTECHNICAL REPORT EARTH PRESSURES LATERAL: @ d {_ 3' ,E • 58 PCF EFP @ d > 3' ,E • 173 + 28h PCF EFP, h = d--3 WATER SURCHARGE • 625 PCF EFP SEISMIC SURCHARGE = 22 d PCF EFP (MONONOBE--OKABE) ALLOWABLE STRESSES CONCRETE: WORKING STRESS DESIGN fc' = 4000 PSI@ 28 DAYS fc • /463 PSI n-9 MASONRY: WORKING STRESS DESIGN-HALF STRESSES NO SPECIAL INSPECTION REQUIRED fm' = /500 PSI fm = 250 PSI n = 25.8 REINFORCING STEEL: GRADE 60 fy • 60 KS/ fs = 24 KS/ AS BUil T APPROVED a J sEcT1ON 5 C-2975 -~KM =-- ,m I _C) ~ SEWAGE PUMP STATION 1----1--------1-------------+---1 °1~~ ·1-----__:'--=-----'--'---=--W-E-'T-W-E-LL--------t DATE ~ 7 -'A-"'17 STRUCTURAL PLANS & NOTES CONSULTING ENGINEERS DATE BY DESCRIPTION APP'D REVISIONS DESIGNED DRAWN H. FEILEV A.B./8.S./S.W.P. CHEC\ED DATE J. L0AGUE 10109/97 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5152-S SHEET 17 OF 32 DETSTRUC , □C:N 2-24·97 I " I,. z SYM Ii_ I EL. /00.60 , ' "7 X 5'-0'@ /2'!_____, "5 X /4'-a'@ /2" "6 X 4'-9"@ /2" • "4 @ 12" OC EA FACE 4" X 4' FILLET !TYP! ALT "4 x 21'-8"@ 12" & "5 X 2/'-8'@ /2" 8 -"4 EA FACE @ MAX /5'0C "4 @ 12" "5 x VAR @ 12" OPTIONAL LAP MIN./8" ROUGH'D CJ LAP MIN. 24" !OMIT WATERSTOP! ALT"4 x 25'-8"@ 12" W/ "4 @ 12" oc ¾-~ "5 X 25'-8'@ /2' EA FACE iv, ~ ELEVATION VARIES 6" /0'-0' PART SECTION A SCALE:½"= l'-0' 17 • • • • • • • /'-0' 4 -"4 TYP EA CORNER ROUGH'D CJ W/ WATERSTOP SEE@ 8 -"4 EA FACE @ MAX. /5' OC • s Cl ' ' '- 2 -"4 n@ 3" TYP 3 SIDES OF OPN'G-~ 2'-6" x 3'-a' ACCESS HATCH OPN'G Ii_ SYM FLUSH W/ FS OF STREET EL 106.6• 0 ,'.__ I ' IE 2't6" • I I 2 -"4 @ 3' ' TYP 3 SIDES iOF OPN'G ]"4 @ 12' EA ' WAY I ' • _r LAP MIN /5' TYP "4 11 @ /2' • 4 -"4 @ CORNER TYP "4 l@ 12' LAP MIN /5" "4 ~ 12' LAP MIN 15' "4 L@ rz 8'-(I "67@ 12" ALT BETWEEN "4 LONG EXTEND HOR/Z LEGS DELETE "5 x /4'-0" & "6 X 4'-9" 1"4 © /2' EA At+--tl TYP LONG OF "5 7 & "67 TO OPN'G LAP MIN. 24' 2'-0" TYP "4 LONG @ 12.' "4 X 8'-0"@ /2' 4' X 4" FILLET "4 @ 12" "5 @ 12" ROUGH'D CJ W/ WATERSTOP SEE DTLffi +--- wiv,~ EL. VARIES <...> TRANS RE/NF PER @f!) 4 -"4 @ CORNER EL. /00.60 LAP MIN. 2.8" "5 1@ /2' --'"'--LAP MIN /8" "6 j @ 12.' 8'-0' EXTEND LONG, "4 TO END OF HEEL i WAY --~--------------------- ' ~--- 1 I I I I I I I 6'-(j)" SQ OPN'G SECTION • ca "4 @ 12" "4 X 8'-0' © /2" ALT BETWEEN TYP "4 TYP LONG "4 @ 12" EL. /00.60 • • HEREON RE/NF IS SAME AS SHOWN IN A NOTE: EXCEPT AS OTHERWISE SHOWN ffi @ MANHOLE B SCALE:½"= l'-0" 17 EL. 91.60 i--.:::,,..__ 4 -"4 T & B FACE TYP RE/NF.PER r-a· 2'-0" SECTION® SECTION @ END WALL SCALE:½"= f'-(1 D 17 CONSULTING ENGINEERS ., ~ ~ Ii_ SYM *4 @ 12" "4 @ 12' !½"CHAMFER EL. 83.60 /'-0' • • • • • FLUSH WI FS EL. /06.60 , "4L@ 12 rLAP MIN. 24' TYP "4 ctJi@ 12" ALT "6 7@ 12.' & "7 7@ 12' EL. /0/JO • • • • • • • • • • • • "4 @ 12." ROUGH'D CJ 4' X 4" FILLET W/ WATERSTOP SEE DETAIL@ TYP 0 "6 @ 12.' 4'-0" CONC. FILL I II,/ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ~~~::::;::::::;:::::::;;::::.:::::::a:::::::::.:::.=a::li:::::'....J._~::::: *7 J 9'-6' SECTION SCALE:½'= /'-0" /'-611 C I 7 3//6/99 J. L AS BUILT APPROVE; ~ ) t---t---1--------------t---t~~ DATE BY DESCRIPTION APP'D REVISIONS DESIGNED H. FEILEI CHECKED J. LOAGUE DRAWN A.B.IB.S./S.W.P. DATE 10/D9/97 4 -*4 ALT "6 7 @ /2." & "7 7@ 12" LAP MIN. 18" LAP MIN. /8' ¾-"5 _J~ @ 12' 3~-4",. C\J "4 _J 6-,@ 12' 12'-4' "4 L@ 12." 3 -"4 AS BUILT C-2975 SECTION 5 SEWAGE PUMP STATION WET WELL STRUCTURAL SECTIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5152-S SHEET 18 OF 32 SECWALL. DGN ::1-4-97 i ' - ~ ·O.: p ~ ,: z I 0 r 0 " n 'i m 0 0 " CD 0 ~ m 0 " ~ " < . < c a < 7 -~ " . □ ' ~ 0 = p ~ " z _m n ~ C " 0 CD z ~ 4 -#4 EL. 101.10 ALT "4'1@ 12" & "sl@ 12' "6 ri; 12" • • • • • _ (£_PIPES ______ __ • • & S/£EVE EL. 97.00 12' AIR PIPE ALT "6 r@ 12 & "7 r@ iz ~ LAP MIN 28' • -• • • • • • • • • • • • • • • • • • • • • • • • • • "4 © 12" • • 4" x 4" FILl£T TYP 9 ,,__ • R0UGH'D CJ w WI WATERST0P SEE DTL@ TYP 0 *7 @ 12" "6 @ 10' I½' CHAMFER~ 2'-011 CJ TO MATCH LOCATION i----=-=---~ OF JOINTS IN SIDE WALLS BEYOND "4 r © Iz 4@ 12' • • • • • • ·1 -l-1 I ·I I • LAP MIN 32" a I I ~ I .1 I • • • • • 2r-I CONG • .I I "6 @ 6" FILL I I • EL. 89.60 • TYP TRANS & LONG RE/NF PER SECTION ® so r-a' EL. 100.60 • • /-"4 EA SIDE 3'--0" "4 @ 12' "4 @ 12" EA WAY TYP 6'-0' 0PN'G ROOF HATCH & FRAME CJ WI WATERST0P r-0' FLUSH WI FS OF STREET EL. /06.61 "4 © 12' TYP ~ 3 -"10 X 22'-8" Wl"4 TIES @ 12" 0C 2 -#6n l PER _,,,,,-CJ BEYOND _________ .L________ --+-tr-+-+--~--~- -1 FJffivt ______ ~-~-~-!!lll-~-~-E_~- I _9_ 0 _·F-o::~_°!_Y_~-N_J~-AB--:_~_~--- TYP TRANS & LONG RE/NF PER SECTION® £/£VAT/ON VARIES "4 @ 12 EA WAY SEE SECTION~ FOR BEAM CJ RE/NF---_,-- SECTION F SCALE:½"= /'-0' 4'-0" "7 ~'@ 12" ~I • 17 • (\J I ,,__ EL. 100.60 • (\J ~ • • • ~ • TYP TRANS & LONG RE/NF PER SECTION® /8 "4 TIES @ 12' I I· ~ • "7 @ 12" fci • ------=~ OPT ION AL WALL & SLAB & CJ • "6 @ 12" r-6' EXTEND "4 LONG "7 j @ /2' "4~@ 12" l.e(___LAP MIN 24'TYP TYP 4 -"4 2'-0" 6" r-o· CORNER BARS~---lllt> EXTEND TYP VERT WALL RE/NF TO TOP /'-6' EL. 83.60 • • • • • • • • • • • • • • • • • • • -LAP /8" 8'-0" r-6" SECTION SCA/£:½'= /'-0" 4'-0' r-o· ACCESS HATCH DOORS & FRAME E 17 106.60._ FLUSH WI FS OF STREET R0UGH'D CJ WI WS PER@ t Eo ., ~ ' LO ~ ,,__ EL. 101.10 !½"CHAMFER ~ ... TYP RE/NF SEE SECTION®&® ACCESS SHAFT (Q BASKET STRAINER M SCALE:½"= l'-0" 17 WALL & RE/NF SIMILAR TO® 9'-6" "7 @ 12' "6 @ JO" WALL CORNER (Q SUMP H SCALE:½"= l'-0" I 7 +1 9 CJ WI0 i':-- WATERST0P-----1-11--::::::::=-"4 @ 12' EA FACE -----"6 r& "7r FROM WALL BEYOND • • ------2 -"6 X 6'-6' -----==-"4 FROM SLAB BEYOND ACCESS SHAFT (Q BASKET STRAINER N SCALE:½"= /'-0" I RE/NF PER CONSULTING ENGINEERS 2'-0' 7'-0' - ADD "4 X 4'-0' EA SIDE OF PIPES EA FACE.EXTEND 24" ' /(TYP SHAFT BELOW CJ WALL RE/NF \ • ~ IJ :S (_) • J'--(J' -- ACCESS s HAFT WALLS 2 2'-6" ;.{EA SIDE -#4 ... 4 -"4 CORN ER BARS\ ,~ I -- -··-~- - ·7- ---------- ~---~- - --- ~-----~-. -----------r -f--- ' -~ ----,? ;h : l-1-- I ~ / ✓ TOP OF ROOF SLAB WATERSTOP-~ --M , ,, p ~--·------·-·-· - V ,. I TYP VERT WALL RE/NF I t ' I I ' / ! ' ----------' m IG I) I j ' I I I ' I ' ' I I I '- 2'-0" 2'-0' ' ' ' ' I I -" 5'-6"'0_/ ' -~ ' .,__.-:--: . I - -I ,_ "' '---' r-f-'Ii ~ -''-<;:; ~ ' ~ \ ~ TYP H0R/Z WALL RE/NF ELEVATION VIEW (Q OUTLET PIPES G SCA/£:½"= /'-0' I 7 TYP RE/NF PER ffi 'Q1JJ "4 @ 12' "5 @ 12" 4 -"4 "6]@ /2" "5]@ 12' 4'-0" WALL CORNER (Q E/LY END I scAL£, ½" -r-o" / 7 2 -"6 X //'-6' ~ 0-cJ '-WATERST0P AS BUILT C-2975 t-31_I6_19-+9 _J_. L_.+--A_S_B_UI_LT _______ ---+----1 APPROVED } t #/JA~ .. - SECTION 5 SEWAGE PUMP ST A TION t----+--+--------------+----1 UT/l[ITIES tNGINEER -- , / R_c_E_ NO_ 45114 DATE 1 -CB •"t j DATE BY APP'D DESIGNED ORA WN H. FEILEN A-BJB-5Js_w_p_ REVISIONS CHECKED DATE J, L DAGUE 10/D9/97 WET WELL STRUCTURAL DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5152-S SHEET 19 OF 32 STR_OET3 . OGN I - I 0-97 I I I I I t I \----="l -t- w ,..., !'-!/' 3'-6' ,- 1 /3'-6" //'-6" ill r-a' TYP SEE DETAILS LZ"i &® OR® TYP FOR PIPE Q§J PENETRATIONS --------,~:::---.____ ill~----I I ------1 I I I ACCESS HATCH--_ LADDER BELON 4'-(J' 0PN'G TRAFFIC RA~£ VALVE COIE & FRAME I I I I I ______ ] DBL DOOR ACCESS HATCH ROOF PLAN SCALE:¼"= !'-0" FINISH TOP SURFACE OF ROOF SLAB W/ TYPE 'B' FINISH 4'-O'0PN'G !'-0" 2.'-6" ill 6 P Al RS # 4 TIES '--Y.'---"-A'-"'---' @/2' 0C ff VAULT & 0PN'G VALVE COVER & FRAME 2-"4@3" "4@12 EA WAY "6@/0 EA WAY 4-"6@3' FOR WALLS & BOT SLAB SEE SECTION® PART SECTION SCALE:½'= !'-0" WIRE-TIE WATERST0P ---- TO RE/NF EA WAY @ MAX. 24" 0C RE/NF CONT. THRU JOINT--- B --NEW CONG SECTION ½"TO l"THK MORTAR PAD @ H0R/Z JOINT ---ROUGHEN & CLEAN EXIST. SURFACE ---EXIST. CONG SECTION TYP CONSTRUCTION JOINT J SCALE:½"= /'-0" 4-#4 TYP CORNER RE/NF EL /06.6 , TOP 4-"4 DIAG EA FACE RE/NF @ 13'-6" • ,,_ ' I'- FINISH FLOOR SURF ACE W/TYPE 'C' FINISH. SLOPE TO SUMP FLOOR PLAN SCALE:¼"= r-o· "4@/2 EA WAY "5@/2 EA WAY.--,_ Cl FLOOR GRATE & FRAME "4@/2 STD 90' HOOK-- "4@/2 EA WAY #4@/2 "5 j@l2 I /'-(J' I 2'-G" I !'-2'± I f,,i. •~-~ ..... ,...e-.=--=--,•~c~.i• TYP SO. VERIFY .. 5 j@/2 TYP 4-"4 CORNER RE/NF EL 98.60 TOP FLUSH W/ STREET SURFACE ROUGH'D CJ WI WATER STOP SEE@TYP "4011 @/2" LAP MIN /8" TYP R0UGH'D CJ WI WATER STOP SEE@TYP 4-"4 ( 0 TYP EA CORNER 2-"4 X 3'-9" TY P EA CORNER ,J FRAME RE/NF @ SUMP C _.--,TY P WALL RE/NF SCALE,½"= /'-0' h,,L_~~J----+---= -ADD I BAR EA SIDE OF 0PN'G AT EACH MAT OF STEEL MATCH TYP 2'-0' BAR SIZES TYP 1h • • • • I I I I I I I I -• • • • • • • r-tr 42'0PN'G ~ • • 4" x 4" FILLET TYP "4!Q/2' EA WAY VALVE COVER & FRAME 2-"4@3" EA SIDE • • • • • • • • .,6/QI0 EA WAY "4@/2' EA WAYce:::__--, r--I I h I I ·-'-· • • • ., • • • C) ' "- • I I I I • SLOPE I" TO SUMP "4@!:?' 't-i:: ·t_ • • • • • • • • • "4 EA FACE EA WAY EL 98.60 @ SUMP • • • • • • • • • • • ~ • • • • • • LAP MIN l8"TYP "5 ~@/2" "5L@12· 2 &@on(f)TYP SECTION A SCALE:½"· r-o· NOTES: I. SEE SHEET 17 FOR GENERAL STRUCTURAL NOTES AND DESIGN CRITERIA. 2. VERIFY ALL OPENING LOCATIONS AND DIMENSIONS WITH MECHANICAL PLANS. 3. AT HIS OPTION, THE CONTRACTOR MAY FURNISH THE VALVE VAULT AS A ?RECAST BATHTUB STYLE UNIT. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS SEALED BY A REGISTERED STRUCTURAL ENGINEER IN ACCORD WITH THE CONTRACT SPECIFICATIONS. OPN;f~jl" OR LARGER ® RE/NF @ OPNGS < B'(f) NO SCALE CONSULTING ENGINEERS /2/29 J. L. ill REVISED ACCESS HATCH ,»J~~ l------il----+-----------+---1 UTltITIES EN~ E0R 46114 "-1-'~ .E. NO.~~-l------il----+-----------+---1 3/16/99 J. L. AS BUILT APPROVED DATE BY DESCRIPTION APP'D DESIGNED DRAWN H. FEILEN A.B./B.S.IS.'!.P. REVISIONS CHECKED DATE J, LOAGUE 10/09/97 AS BUILT SECTION 5 SEWAGE PUMP ST A TION PUMP STATION VAL VE VAULT STRUCTURAL PLANS AND DETAILS C-2975 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5152-S SHEET 20 OF 32 STR_OET I , OGI-J 3-16-91' ~ 0 , e , ~ 0 0 S C I I I I I I C ~ \; z I 0 r 0 " 8 B " D i: " 0 " :n " ~ ' " 0 " 7 ra m . " D ' ~ , " ,; " z _m 0 ~ C ~ 0 D z ► LADDER BELOW !'-0" I ; I ;' \ . '-I JI_\ -!" 2'-6" 2'-6' !'-4" PN'G -1 I ACCESS HATCHES ff:$ /0'-0' ROOF PLAN SCALE:¼"= /'-(J' "4 @ 12" EA WAY 2-"4 @ 3" ACCESS HATCH & FRAME (lN'G 9~M 2-"'5 @ 3" "6 @ :! "5 @ 9" SEE MECH PLANS FOR PIP/ NG . . ' . ' . ,• ' . ' . ' ',• . ' . • . .• ·.>• .: ... : .. ·• ... :,>· .: .. , .: .. • .. .. . . . .. ·....:..:.·-~--...,....-- .. 4n@/2" ~LAP MIN !B"TYP •• ~ ............. =":-~~.---+-,..,.> .._.;1-___:,......c __ -L. ._.:_:'. ":. " '"· ROUGH'D CJ W/WATERSTOP SEEffiTYP QKJ /'-0" B'-0" FLOOR PLAN SCALE:¼"= !'-0" /'-Q1' TYP 12" to x /'-0" DEEP SUMP---...___ /-"4 X 2'-9" @ 2 SIDES-...___ TYP RE/NF TYP RE/NF SEE® EXTEND "4 @ 12 i ~:::::,,::::-""::!_ - - - - - ~~-I i:?"-.'.!:::l;:t::::~B:l @ SUMP 2-"4 X 2' -9" ~ t 1.. 3'-o· so ~ I '---3~5 J"9' EA WAY • SUMP 2'-9" DETAIL @ SUMP D SCALE,½"= l'-0" --+ -- 1 •4 X 5'-8' "4 @ 12' 2-"4 @ 3" 6-"6 W/ "4 TIES @ 6" 2-*6 @ 3' "5@ 9'-- ____,~"4 @ 12' 2" CLR EA WAY l-"6 TYP @ -SEE DTLS(2'\& INSIDE ®OR®@ __ F_A_CES *4 @ 12" TOP SURFACE FLUCH W/ STREET SURI/ACE 'CLR p @ OUTSIDE FICES ----I. --~-- I I EA WAY ~--------------~-+-----+-< EL 98,,75 LAP MIN /8" TYP "5l=.J @9" EA WAY SECTION A SCAµI: ½" • !'-0' 4-"4 TYP EA CORNER NOTES: I. SEE SHT. /9 FOR GENERAL STRUCTURAL NOTES AND DESIGN CRITERIA 2. VERIFY ALL OPENING LOCATIONS AND DIMENSIONS WITH MECH. PLANS "4 @ 12" EA WAY LACCESS HATCH "5 rtJ 9' "6 /[! 9' SEE® FOR INEO NOT SHOWN HERE SECTION B SCALE:½"= r-a' AS BUILT C-2975 DfESS/ ~. l 3/16/99 J. L. ffi AS BUILT APPROVED i------t--+---------+-----lm1~ ~ J .... SECTION 5 SEWAGE PUMP ST A TION CONSULTING ENGINEERS DATE BY DESCRIPTION REVISIONS UTI~~~ I VR.C.E. NO. 46214 DATE )-'11, -"\::) DESIGNED DRAWN H, FEILEN A.B./B.S./S.W.P. CHECKED DATE J, LOACUE IC/D9/97 FORCE MAIN VAL VE VAULT STRUCTRUAL PLANS AND DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5152-S SHEET 21 OF 32 I I @. 0 ~ a " ': 0 " v " rn 0 0 D rn 0 m < z C ~ m D D ~ m • D .J.. .- C .-- 'U s z I 0 r 0 " 0 ~ □ ~ 6 z . ~ z _m D l> ~ ~ 0 D .: ,, A AC A I C ALT APPROX AWG BC BKR BLDG C C & I CKT co COMB CONT CPT DC DISCH ON DWG EL FF FLA FLEX FS FT SYMBOL V /\ DESCRIPTION CONDUIT RUN EXPOSED. HASH MARKS INDICATE NUMBER 0F #J2 AWG CONDUCTORS IN CONDUIT. SIZE PER CODE. ARROW INDICATES HOME RUN TO PANEL "A" CIRCUITS 1 AND 3 (COMMON NEUTRAU. CONDUIT RUN IN FLOOR, SLAB OR UNDERGROUND. FLEXIBLE CONDUIT CONNECTION WITH INTEGRAL GROUND CONDUCTOR INCOMING LINE. I t J I FLUORESCENT LIGHTING FIXTURE. TYPE AND MOUNTING AS NOTED. I sz I SINGLE-POLE TOGGLE SWITCH, 120V, 20A, HUBBLE #1223 "a" DENOTES OUTLETS CONTROLLED BY SWITCH. DOUBLE-POLE TOGGLE SWITCH, 120V, 20A HUBBLE #J222. MANUAL MOTOR STARTER, 1 HP MAX., 120V WITH OVERLOAD HEATER FOR MOTOR SIZE INDICATED ON PLANS. DUPLEX CONVENIENCE RECEPTACLE, 2 POLE, 3 WIRE, 120VAC, 20A. MOUNTING HEIGHT AS NOTED. WP = OUTDOOR WEATHERPROOF. GFCI = GROUND FAULT CIRCUIT INTERRUPTER. ENCLOSURE TO BE DESCRIBED ON DRAWING. SURFACE MOUNTED PANEL. LINE DISCONNECT SWITCH. NON-FUSED UNLESS OTHERWISE NOTED. SWITCH RATING AS NOTED ON PLANS OR SPECIFICATIONS. NF = NON-FUSED. F = FUSED. 0 LOS CONTROL STATION FOR MOTOR. SEE SCHEMATIC FOR SWITCH ®1 ARRANGEMENT. LOS = LOCK-OUT-STOP. ELECTRIC MOTOR, NUMBER INDICATES HORSEPOWER AMPERE ALTERNATIVE CURRENT AMPERES INTERRUPTING CAPACITY ALTERNATOR APPROXIMATELY AMERICAN WIRE GAUGE BARE COPPER BREAKER BUILDING CONDUIT CONTROLS & INSTRUMENTATION CIRCUIT CONDUIT ONLY COMBINATION CONTROL CONTROL POWER TRANSFORMER DIRECT CURRENT DISCHARGE DOWN DRAWING ELEVATION EXHAUST FAN FULL LOAD AMPERES FLEXIBLE FLOW SWITCH FOOT G GD GND HOA HP HZ INSTR KVA KW KWH LCL LOS LP LPU LSH LTG M mA MCC MCP MH MIN MTD NA SYMBOL Q)@ .... vJJv rv--rn IT] 6 ) 300AT 400AF 9 0 ) 3.0 0 --[] CD ~OR@) 8-@ 0 0 ,-...i::--, --+() ol--1 I ____ _. ----0 I o--- !;-LOS -H---- WPFR ------:+f-W PF R LIST OF SYMBOLS DESCRIPTION JUNCTION BOX. AT ALL OUTDOOR LOCATIONS, BOX SHALL INCLUDE A NEMA 4 ENCLOSURE WITH HUBS FOR ALL CONDUIT ENTRANCES. DEVICE LOCATED IN FIELD ON OR NEAR PUMP (MOTOR). TRANSFORMER. DESCRIPTION AS NOTED ON PLANS OR SPECIFICATIONS. TRANSFORMER. THERMAL MAGNETIC BREAKER. 300 AT INDICATES TRIP AMPS. 400 AF INDICATES FRAME SIZE. CIRCUIT BREAKER. UPPER NUMBER IS CONTINUOUS TRIP ELEMENT RATING. • INDICATES FIELD SETTING BASED ON INSTALLED MOTOR. FUSE. THERMOSTAT. MOUNT AS NOTED ON PLANS. SQUIRREL CAGE MOTOR. 15 INDICATES HORSEPOWER. POWER COMPANY METERING. SEE PLANS AND SPECIFICATIONS. GROUND. GROUND ROD 3/4"X 10'COPPERCLAD UNLESS OTHERWISE NOTED. GROUND WELL. NORMALLY OPEN PUSH BUTTON-MOMENTARY TYPE. DOTTED LINE INDICATES DEVICE MOUNTED REMOTE FROM PANEL. NORMALLY CLOSED PUSH BUTTON-MOMENTARY TYPE. LOCK-OUT-STOP PUSH BUTTON WITH LOCKING DEVICE. NORMALLY OPEN INTERLOCK. LETTERS IDENTIFY RELAY COIL. NORMALLY CLOSED INTERLOCK. LETTERS IDENTIFY RELAY COIL LIST OF ABBREVIATIONS SYMBOL ---®---- --©- ~o ~c ~c ~o ~ y ~ ~ _,,.......-----o-9-F F ----ffiTID- -.l'Nv\,- DESCRIPTION CONTROL RELAY. LETTERS IN CIRCLE IDENTIFY RELAY COIL TIME DELAY RELAY. LETTERS IN CIRCLE IDENTIFY TIME DELAY RELAY. SEE SCHEMATIC FOR OPERATING PARAMETERS. PROVIDE POWER CONNECTION AS REQUIRED. NORMALLY CLOSED CONTACT TIMED TO OPEN AFTER ENERGIZATION. NORMALLY OPEN CONTACT TIMED TO CLOSE AFTER ENERGIZATION. NORMALLY CLOSED CONTACT. INSTANT OPEN ON ENERGIZATION. TIMED TO CLOSE AFTER DE-ENERGIZATION. NORMALLY OPEN CONTACT. INSTANT CLOSE ON ENERGIZATION. TIMED TO OPEN AFTER DE-ENERGIZATION. TEMPERATURE SWITCH. NORMALLY CLOSED. TEMPERATURE SWITCH. NORMALLY OPEN. PRESSURE SWITCH. NORMALLY CLOSED. PRESSURE SWITCH. NORMALLY OPEN. ON-OFF SWITCH. INDICATING LIGHT. R=RED, G=GREEN, W=WHITE. CONDUCTORS-CONNECTED. CONDUCTORS-NOT CONNECTED. RUN TIME METER. SPACE HEATER. TELEPHONE OUTLET. MAGNETIC MOTOR STARTER,NEMA SIZE 4 GREEN N/C GAS DETECTOR NIC NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN,NUMBER NOT TO SCALE TS SIGS TOR TYP TSP ULT TEMPERATURE SWITCH/TORQUE SWITCH SIGNALS GROUND ND HAND-OFF-AUTOMATIC HORSEPOWER HERTZ INSTRUMENTATION KILOVOLT AMPERES KILOWATT KILOWATT HOUR LEAST COMMON LOAD LOCK-OUT STOP LIGHTING PANEL LIVE PROTECTION UNIT LEVEL SWITCH HIGH LIGHTING MOTOR, MAGNETIC STARTER MILLIAMP MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTOR MANHOLE MINIMUM MOUNTED NOT APPLICABLE NTS 0/L p PB PI PLC PVC PRESS PSH PT PWR REC RPM RTM RTU SHLD SHT OVERLOAD POLE.PHASE PULL BOX.PUSH BUTTON PRESSURE INDICATOR PROGRAMABLE LOGIC CONTROLLER POLYVINYL CHLORIDE PRESSURE PRESSURE SWITCH HIGH PRESSURE TRANSDUCER POWER RECEPTACLE REVOLUTIONS PER MINUTE RUNNING TIME METER REMOTE TELEMETRY UNIT SHIELDED SHEET 3/10/99 J. L & AS BUILT V w W/ WP XFMR XMTR XP ZS APPR~OVED' ~ 1-----+------l------------+-_____, M1 • -! ~ umTEtpITR -~~ CONSULTING ENGINEERS 1------+------l------------+------, DATE BY DESCRIPTION APP'D REVISIONS ~ \.____.,,,,R,C,E. NO, 45214 DATE , •9,·"l "'1 DESIGNED DRAWN T. GIESE A.B.IB.S./S.W.P. CHECKED DATE J. LOAGUE 10/09/97 TIME DELAY RELAY TYPICAL TWISTED SHIELDED PAIR ULTRASONIC LEVEL TRANSDUCER VOLT, VOLTMETER WATT WITH WEATHER PROOF TRANSFORMER TRANSMITTER EXPLOSION PROOF POSITION SWITCH (LIMIT SWITCH) AS BUil T C-2975 SECTION 5 SEWAGE PUMP STATION ELECTRICAL SYMBOLS AND ABBREVIATIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5-5152.-5 SHEET 22 OF 32 ELECNOTE,DGN I-IC-97 I I I I 1· I I I I CONDUIT SCHEDULE CONDUIT NO. SIZE POWER GROUND CONTROL REMARKS CD I½" 4 -"6 /-"10 5 -"12 SO CABLE FURNISHED W/ PUMP CD I" 4 -"10 I -1112 5 -"12 SO CABLE FURNISHED WI PUMP CD I" 3 -"12 I -"12 WET WELL FAN CD I" 2 -"12 I -"12 LP CIRCUIT 6 -VAULT UGHT CD I" 2 -"12 ACCESS HATCH UM/T SWITCH CD I" 2 -"12 I -"12 2 -"12 LP CIRCUIT 7 -VAULT FAN er:., I" 2 -"12 CABLE FURNISHED W/ ULT ® I" CONDUIT ONLY TO BAY SEA WALL CD I' 4 -"12 SO CABLE FURNISHED W/ FLOAT <.JID NOT USED CJD I' 2 -"12 /-"12 SUMP PUMP -CIRCUIT 5F 2 -*/2 VAULT FLOODED FLOAT SWITCH 4 -"12 SO CABLE FURNISHED W/ FLOAT NOTE: CONDUITS SHALL BE ENCASED IN RED CONCRETE 3 INCHES ON EACH SIDE. DUCT BANKS SHALL CONFORM TO FIGURE 3/0-/ OF THE NEC 2" TELEPHONE CONDUIT 4" POWER CONDUIT CABLE PULLED BY UTIUTY CO. FOR CONTINUATION SEE SITE PLAN (THIS SHEET)---=-+4> ' PUMP ST AT/ON CONTROL PANEL ffi 2' TELEPHONE CONDUIT AND 4" POWER CONDUIT COORDINATE INSTALLATION WITH PACIFIC BELL AND °ii SC£. PROVIDE 2.' MINIMUM lr) CLEARANCE BETWEEN i", CONDUITS.-------G":i ! EXIST. POWER POLE FOR RISER AT POLE SEE DETAIL I !THIS SHEET) R/W SUMP PUMP ~-, FLOAT SW/TCff--J !ON-OFF CONT! ---. ELECTRICAL SITE PLAN WEATHERPROOF GFC/ RECEPT. DISCONNECT FOR SUMP PUMP MOUNT 60 INCHES ABOVE FLOOR SCALE:¼'· /'-0" EXISTING TELEPHONE POLE FOR RISER AT POLE SEE DETAIL I (THIS SHEET) SCALE: /" = /0'-(J' --------------7 ___ _J ' L__--------,---=----------------------------i I >-' --~ ,7 --------------------------·----------., ---__ ..(_)::= ----------.. -~ ~=-~-----,._-_ ~.,.,: ~-/ J I. ALL JUNCTION BOXES, SWITCHES. INSTALLATIONS AND LIGHTS LOCATED WITHIN THE VALVE VAULT OR WET WELL SHALL BE EXPLOSION PROOF. 2. INSTALL CONDUIT SEALS ON ALL CONDUITS ENTERING THE CONTROL PANEL. 3. PROVIDE 316 STAINLESS STEEL VERTICAL CABLE SUPPORT AS REQUIRED. 4. INSTALL GROUNDING IN ACCORDANCE WITH NEC REQUIREMENTS AND PER DETAIL@ 5. CONTRACTOR SHALL COORDINATE POWER AND TELEPHONE WITH SCE AND PACIFIC BELL. CONTRACTOR SHALL INCLUDE ALL COST FOR INSTALLATION. -~'--/ CONSULTING ENGINEERS • \ I \ \ I ' I I I --, ' \ I ' I '1 ii ' • \', ' \\ I ' I ' PUMP STATION CONTROL PANEL SEE SHEET 27 / PULL ROPE 1XIST. BRICK WALL ==::i ~•=-==-T=- I, ALIGNMENT OF RISER TO BE MADE WITH A TEMPORARY LENGTH OF RIGID CONDUIT : h CONDUIT BEND SHALL CLEAR POLE TO ALLOW PIPE 1 i i CAP TO BE REMOVED: A CAP SHALL BE SOLVENT i , 1 WELDED ON CONDUIT I 1 1 ' I EDISON SERVICE POLE ••• PIPE CAP THE TANGENT OF THE BEND TO BE FLUSH WITH POLE AT OR BELOW FINAL GRADE / SCHEDULE 40 PVC 36" MIN. RADIUS FOR 2" CONDUIT 48" MIN. RADIUS FOR 4' CONDUIT ---.---'.-------,---•-,--... . ELEVATION ADAPTER PVC CONDUIT NOTES: 3' SECTION RED CONCRETE PVC CONDUIT 4' MAXIMUM DIAMETER UP POLE I. THE POWER ANO TELEPHONE SHALL DESIGNATE QUADRANT LOCATIONS OF RISER CONDUITS. 2. SCHEDULE 40 PVC SHALL BE 2" MINIMUM DIAMETER. PVC SHALL NOT BE PLACED IN THE CLIMBING SPACE. SECTION A -A NOT TO SCALE 3. PRIOR TO BACKFILL/NG, CONTACT SCE OFFICE FOR AN INSPECTION AND, WHERE NECESSARY, FOR THE INSTALLATION OF GROUND ROOS BY THE COMPANY. CONDUIT RISER AT POLE DETAIL I NOT TO SCALE .. ... -,.- AS BUil T C-2975 3/99 D. L. I AS BUILT =:t·~·:,:L l---t----1------------+-----1 UTJ'ITIES r~. NO. 46214 l---------------------1 < '· -·\ ,-• SECTION 5 SEWAGE PUMP STATION 1---t----1------------+-,7:,.c.-1_,_ •~•i.E. \./ ,·_.g,'17 ",,,1:-r DATE BY DESCRIPTION APP'D REVISIONS DESIGNED T. GIESE DRAWN A.B./B.S./S.W.P. CHECKED DATE J. L0AGUE ~/09/97 POWER PLAN AND ELECTRICAL SITE PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT s-s1s2-s SHEET 23 OF 32 ELECTSHT5, DGN 2-21-~7 I I I ' 1· I I I I I I I I [ SINGLE METER PEDESTAL -------7 I I ,-------+------. I I I I I >t-----< M I I I NOTE: VERIFY AVAILABLE FN.JLT CURRENT WrTH PONER UTILITY. PROVIDE EQUIPMENT WrTH INTERRUPT/NG RATING EOUAL TO OR GREATER THAN THE AVAILABLE FAULT CURRENT.BUT IN NO CASE SHALL THE INTERRUPTING RATING BE LESS THAN 25/)00 AMPERES 50 KVA POLE MOUNTED TRANSFORMER I : ) 200A I LPUMP STATION ELECTRICAL I ENCLOSURE NEMA 3R I ______ _, r-----------------------------------------------7 INCOMING POWER FROM SCE 30 200A MANUAL TRANSFER swrrcH II EMERGENCY GENERATOR MALE RECEPT AGLE. CONTRACTOR SHALL FURNISH RECEPT AGLE TO MATE WrTH PLUG ON EMERGENCY POWER CABLE.VERIFY. MOUNTING INSIDE ENCLOSURE 24/JV,3$,200A BUS,65KA BRACING I I I ) 90A/3P )90A/3P )35A/3P )r5A/2P I ) 25A/2P I I I I I I 15 PUMP •r 42 FLA I 15 PUMP •2 42 FLA I I I I I IP I -------____________ I 5 PUMP •3 15 FLA I½ WET WELL EXHN.JST FAN 5.2 FLA SINGLE LINE DIAGRAM PANEL LP MAIN MAIN LUGS ONLY 2401/20 VOLTS I PHASE 3 WIRE BUS 125A WATTS R L M p T PHASE T p M L R WATTS DESCRIPTION I 0 R R 0 I DESCRI PT/ON E T s L I I L s T E 0A 08 C G C E p AB p E C G C 0A 08 500 CONTROL PNL GFI RECEPT I I 15 I 2 15 I I UPS 900 900 FAN-ENCLOSURE I I /5 3 4 15 I I UGHT-ENCLOSURE 150 200 SUMP PUMP I I I 2fJ 5 6 20 I I UGHT-VN.JLT JOO 100 FAN·VAULT I I 20 7 8 20 I SPARE SPACE I 9 10 I SPACE SPACE I II /2 I SPACE 700 1000 1000 150 CONNECTED LOAD 2,850WATTS NOTE: CIRCUrT NUMBERS ARE FOR REFERANCE 11.9 AMPS ONLY. CONTRACTOR SHALL BALANCE LOAD LOAD CENTER SCHEDULE 240 V 30 4W 60HZ SERVICE AND DISCONNECT 200A MANUAL TRANSFER SW. ,---------1 I --2~CB I i M,.._~=)o--+--+--~~~1 --__,-+-----l I I '--_______ .J DASHED ITEMS ARE BY OTHERS LOAD CALCULATIONS Ml 42.0 FLA M2 42.0 FLA M3 14.8 FLA M4 5.2 FLA IO~A~ECEPT.:_x~~--, I IOOA CB ( ( ( I I I I GEN I I ~ I L ________ ] 60 KW PORTABLE GENERATOR LI L2 L3 OLI 35A CB ,-----o~ I ,_____,y .-------.6To-----J f-------J r---U~ 11---..J Tl T2 T3 Gr, 9OA CB Ml ........+-+--~b I 0.---1 1----,......f +-+---o I D+T--1 1--..+JY OLI Tl T2 T3 Gr. 9OA CB M2 OL2 I Tl T2 T3 15A CB OLI ~ Tl ~ T2 ~ T3 25A CB Gr. ~ ~ LI & L2 FUSE 5A L3 FUSE IA 251/. 10.5 A LG MTR 2.2 XFORMER 6.5 OTHER 123.2 TOT AL A PPMR f----+-_., PPMR i:::::=l 240\480 X 120V ~-◊-.!_,~ LX_j500 VA XFORMER DR.SW. ~~~ ,----1 f----fl 11--------6 10 A 24 VDC POWER SUPPLY Pl& P2 WI& W2 5 SP 1.5 1150 Pl& P2 WI& W2 15 Ml 42 1150 15 M2 42 1150 Pl& P2 WI& W2 I 1/2 BM 5.2 1725 "N" IS WHITE r? 5 A + - + 24 VDC IS ORANGE -24 voe IS GRAY 120V POWER SCHEMATIC 3199 J. L fn AS BUILT APPROVED nY1 ut -~-1------t---+-----------+-----I' UT)ll~pi~ I \..._,,' R.C,E, NO, 46214 D.•.TE :J-'!, ·"\") HP FLA RPM HP FLA RPM HP FLA RPM HP FLA RPM G,. CONSULTING ENGINEERS DATE BY DESCRIPTION APP'D DES G\EO T. GIESE DRAWN A.B./B.S./S.W.P. REVISIONS CHECKED J. LOAGUE DATE 10/09/97 STRIPPER PUMP PEAK FLOW PUMP 111 PEAK FLOW PUMP 11 2 WET WELL EXHAUST FAN @ill-o-15A 15A o 15A 15A o 15A 15A o 15A 15A o 15A 15A 20A I I I Gr. ' MUST BE BONDED TO GROUND ROD AS BUILT C-2975 SECTION 5 SEWAGE PUMP STATION POWER SCHEMA TIC, SINGLE LINE DIAGRAM AND LOAD CENTER SCHEDULE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5-5152-5 SHEET 24 OF 32 ELE::SHT2, DGM 1-10-97 IL I ~ ~ z I 0 r 0 " CJ 0 m 0 0 ~ " .: ' 0 m 0 ;g " " w ~ 0 ' z a ' C z < ' ~ , . ' ,l 0 ~ l! C c• ► . " z m n p C cl !! ;;; I I LI L2 ~ 500 VA XFORMER I ~ii]240 X 120V DR SW "N" IS WHITE PPMR FU I lblk • • ~;:::;~~9 .?~, , I 1, Gr-. r' --t-1--,1 1f---:::-::------il lf-----7='-----o ,1. ________________ 1"1, ' I 2blk 10 A FU 2 ~II-----<>, , ~ ~<;>-,--------------7 .5 A ~ 24 voe POWER 1-;;-;-;;-7---1 ____ ..:t,+ SUPPLY I PLC -+ 24 VDC IS ORANGE -24 voe IS GRAY I 'G)-/--------------7 LIGHT .,.:._ _______________ /> , TEST t-o:o---:i-------------------------=-------r.?.5_1(~T~M/g-7 ,...:5'------------.A l---.... I 1 / ' R2-I SP-1 j OL)j SP I Hnln----.------------,ll-------4-:---------;--, r-.... ------□-~2 3 4 I SRI-I A I SRl=SLAVE RELAY ----,:,1----FROM SRl-2 ' 6 BRISTOL PLC SCl=SONIC CONTROL RELAY I I t--010~r+-----~7.'._ __________________ / ' / A / ' OLl-2 8 RI ' I _L_o-1-------------------.+------; t-o ;: RH ' / 9 R / ' SPI SP2 .-:-l----------,fl-~.~v-72~------_;,:_------~ 10 R2 R2-2 ,v RESET TDR~l-'_I ___ ,::12:..._ ___ oJ~l_i-:i----f~II::;:::--;:---------------, T9R 1-----1> I IBRl-2 (TCAE) T (TCAE) 13 ' / I _L_~--------------<~---------7R~4 t--00 /' TIME DELAY RELAY INST.=INSTANTANEOUS TCAE=TIME CLOSE AFTER ENERGIZING 18 I _L_ j ____________________ _...:=.l-!~ET~M~i t--010-' / I I I _L_ ro - _L_ r0" I R2-I H n I ~~--------------,1' l>---------=~~~14 .,....l __ sR_,Jr-_1 _ _,, SR2=SLAVE RELAY FROM I Sf~ .-~1 " 0 I TORS-I 'l'"'"---,",---- (INST .l I SR2-2 ----,'t----, I OL2-2 ' " 26 BRISTOL PLC SC2=SONIC CONTROL RELAY I IPI IP2 27 1""'"1r-------+---, A J---, 1 ~CRl-3 / ' MH j_l OL2-I TDR}-1 CRI 15 16 , 17 16 _.::r:'.__ "•K2 r---o I vO----, TgR )------,, I 19 16 .r. Io I CR3r------1> CR2-I :;: TDR2-2 • " 20 (TCAEl h~---+--;::2;11 Ml l---<P ~~; 23 CR2 1-------,, I ~ ' / A / ' 28 R3 ;: R3-I ' / 29 R / ' I 30 R4 ----------,lr-~-~.w--,z}-------';_;__-----, I R4-I I RESET 31 33 ~-_'T::_D~~j~:'..:3"._l ___ _:3:_2 ___ .r,oJl_c~}----+.::;:::::::-;:;------------,TgR,--....., " TDR3-2 _L >-01".:' (TCAE) I-(TCAE) ' / --1-------------4----------------;Ri----,. 0 / ' I S-n :: _LcJ-----------------------~----1 -~~ETiJM~--t r ~ 39 ' / r-1-------+--'"\AJ--'1' A SR3-I ~ ~:134 A!; I SC3 47 --<,18 i'i=..@- TDRB-2 (TCAEl A SR3=SLAVE RELAY FROM BRISTOL PLC SC3=SONIC CONTROL RELAY I R6-I I I / ' Ml-I j± ;: OL3-I TDR4-I ,v CR4..,.__ 35 36 37 .. 38 37 _.::r:'.__ : ~ • K 2 >--0 IV 40 I 37 ..r I o-- TDR1-----., 4 l~----r----:.,--; CRG >---.. 41 CR5-I ·" TDR4-2 ·T-T ITCAE) ~y-,---<>---4~2~ M2 •Kl 43 44 "-I f-'.:...o I CR5 r------,, A CONTROL POWER ON ELAPSED TIME METER SP RUN STRIPPER PUMP SP CONTROL CIRCUIT SRI-I PUMP CALL HAND-OFF-AUTO SW. SRl-2 PUMP REQUIRED MOTOR OVERLOAD ALARM CIRCUIT . RESET WITH THE OVERLOAD PUSH BUTTON AT THE MOTOR STARTER. MOTOR HIGH TEMP.ALARM CIRCUIT TORI HIGH TEMP. LATCH RELAY MOTOR 0 1 ELAPSED TIME METER Ml RUN Ml CONTROL CIRCUIT SR2-I PUMP CALL HAND-OFF-AUTO SW. CRI STARTS S.S. STARTER •K2 S.S. STARTER FAIL AND ST ART Ml THROUGH TORI. OFF-ON FVNR BY-PASS SW. •KISHUNTS FVNR STARTER W/3 LEG OVERLOAD AFTER S.S. STARTER IS AT FULL SPEED.OPENS FOR RAMP DOWN AT SHUT OFF POWER SAVING ON-OFF SELECTOR SWITCH. BUTTON AT THE MOTOR SR2-2 PUMP REQUIRED MOTOR OVERLOAD ALARM CIRCUIT . RESET WITH THE OVERLOAD PUSH BUTTON AT THE MOTOR STARTER. MOTOR HIGH TEMP. ALARM CIRCUIT TDR4 HIGH TEMP. LATCH RELAY MOTOR 0 1 ELAPSED TIME METER M2 RUN M2 CONTROL CIRCUIT SR3-I PUMP CALL HAND-OFF-AUTO SW. CR4 STARTS ~S.STARTER •K2 S.S. STARTER FAIL AND START M2 THROUGH TDR3. OFF-ON FVNR BY-PASS SW. •KISHUNTS FVNR STARTER W/3 LEG OVERLOAD AFTER S.S. STARTER IS AT FULL SPEED.OPENS FOR RAMP DOWN AT SHUT OFF POWER SAVING ON-OFF SELECTOR SWITCH. BUTTON AT THE MOTOR A I _L_ t-o _L_ ro I ~ V _L t-o _L >-0 C: I _L r-0 -'- _L I L.Q :: A I I I I I I I I I I I I I I I I I I I B SR3-2 JC .. OL3-2 " R6-2 ,= TDR5-I " (TCAEl SR4-I ~ " SC4 14 R9-I .J' RS-I " . TDR6 I " ISRH " R9-2 " RIO-I " .. M " OL 15 ' ~ 48 49 _ 50 _I 1 R5-I 2PI 2P2 ~ 51 ... 20 RESET 53 I 52 f TDR6522 ITCAEl 54 - ERi-i " ERi . ~le ~7 SEAL FAIL ER2-I TEST .... n LJ .. v. 2'i:2~0 2WI 59 . 1v SEAL FAIL ERZ-I TEST 62 _L ~ -~ 67 72 --X--~ 0 oFF -I o J -ON M.A.A.JJ ~3 64 66 69 TDR2-I " . (INST.) 74 PPMR=POWER-PHASE MONITOR RELAY s Pl s P2 s WI MOTOR "I THERMAL Ml SEAL /2 FAIL Pl MOTOR "2 /2 THERMAL 1 M2 SEAL I FAIL 2 MOTOR "3 2 THERMAL M3 SEAL FAIL 71 55 58 61 __1.2ILENCE 65 -~ R7-I " .. R7-2 66 ,v RESET 68 _L 'f TDR6 2 70 TDR2-2 70 ' . (TOAD RESET 73 ~1-'f RI0-2 OL'S ,. ' / A / ' R5 ' / R / ' R6 TOR 5 ' / R / ' ' / R / ' ' / R / ' ' / R / ' R7 RB TOR 6 ' / R / ' R9 TOR 7 TOR 8 RIO ' / R / ' M ' / A / ' " / R / ' A SR3-2 PUMP REQUIRED MOTOR OVERLOAD ALARM CIRCUIT . RESET WITH THE OVERLOAD PUSH BUTTON AT THE MOTOR STARTER. MOTOR HIGH TEMP. ALARM CIRCUIT TDR6 HIGH TEMP. LATCH RELAY MOTOR •z SP SEAL FAIL Ml SEAL FAIL M2 SEAL FAIL B I I ISR-3 ISR-3 I I l _____ J INTRINSIC RELAY LIMIT SWITCH ENTRY ALARM. WET WELL LIMIT SWITCH CLOSED WHEN ENTRY IS CLOSED INTRINSIC RELAY LIMIT SWITCH ENTRY ALARM. WET WELL LIMIT SWITCH CLOSED WHEN ENTRY IS CLOSED ENCLOSURE DOOR I ENCLOSURE DOOR 2 ~---~ ~---~ ISR3-I ISR4-I ~---- LIMIT SWITCH CLOSED WHEN DOOR IS CLOSED SONIC CONTROLLER B SR4-I AND SC4 ARE HIGH LEVEL ALARM R7 IS SILENCE RELAY TDR6 IS ON DELAY FOR HIGH LEVEL ALARM ISRl-1 AND R9 IS THE EMERGENCY HIGH LEVEL BACK UP FLOAT SWITCH CIRCUIT. RIO IS THE LATCH RELAY FOR THE EMERGENCY HIGH LEVEL PILOT LIGHT AND MANUAL RESET PB WET WELL FAN RUN WET WELL FAN FAIL Mc N S OUT I Y PUT 2 N + -V C TEMP TRANS s s B W H H H L H L O L K T D TD 123456789 NOTE I I I • • • FIELD WIRING TO TERMINALS A, B, C AND D MUST BE !SOLA TED FROM ALL OTHER VOLTAGE BY AT LEAST TWO (2J INCHES R3 ;;;;;-~ KM A APPROVED l 319 J. L. ill AS BUILT ~ ~~~--=-=--=---~.m'l ~ # C --+-------------T-7 01'jUTfi VER ,6214 =-- CONSULTING ENGINEERS R.C.E, NO. -~- 1--+--+-------------T-7 DATE 1-6-"17 DATE BY DES:R PTION APP'O DESIGNED DRAWN T. Gl'SE A.B./1.S.IS.W.P. REVISIONS CHECKED DATE J. LOAGUE 10/09/97 R2 B ,---,. INTRUSION ALARM RI INTRINSIC RELAY FOR FLOAT SWITCH BACK UP CIRCUIT. INTRINSIC WIRE IS BLUE. AS BUil T MILL TRONICS MUL TIRANGER PLUS SONIC LEVEL CONTROLLER C-2975 SECTION 5 SEWAGE PUMP STATION PUMP CONTROL SCHEMATIC CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5-51S2-S SHEET 25 OF 32 ELECTSHT4,DGN 3-17-91 I I I I I 2l ;'l a 0 • 0 z " ~ I I " m a TI a ~ m ' z C < m m TI C ' " " TI S\ \) !' ~ \; z I 0 ' 0 n 0 13 0 D !'J 0 z • ~ z .m " "' ~ :'.I " z " LP )''.' L HORSE POWER RATED FUSED DISCONNECT / MANUAL STARTER. FUSE RATING PER FAN MANUFACTURER'S RECOMMENDATION. DJ 0 I 7 I I ' L ___ _J LP• EXHAUST FAN ' "-N _______________ __, 1----_/fl FSL-1 I -I I -f, FLOW SWITCH I_ - _ J MOUNTED ON EXHAUST FAN DUCT.CONTACTS CLOSE ON NO FLOW. [iJ C [)---2 •12, SEE SHEET 24 FOR CONDUIT 7-----1 [iJ ' / R / ' VALVE VAULT FAN FAIL VALVE VAULT EXHAUST FAN CONTROL DIAGRAM 0 I I SCADA MASTER CONTROLLER (LOCATED AT BIG CANYON RESERVOIR! □ r-----------------1 : SE~DEt 5 ~➔ PLC/ J _ ON-OFF_ I CONTROL MODEM ALARM MODEM ! PANEL 1-<-·'----'1/ STATUS-'--_...J : i i i LEASED~ I SP-I_~-. TELEPHONE ...----1' LINE I I I I I I I SP-2 .--~-. I SP-3 .-----", -I l ________________ _ SECT ION 5 SEWAGE PUMP ST AT/ON TELEMETRY SCHEMATIC CONSULTING ENGINEERS PLC 1/0 ASSIGNMENT ANALOG IN I) 4 -20 mA FROM ULTRASONIC LEVEL SENSOR 2! 4 -20 mA FROM PRESSURE TRANSMITTER I 3! 4 -20 mA FROM PRESSURE TRANSMITTER 2 4! 4 -20 mA FROM PRESSURE TRANSMITTER 3 ANALOG OUT 5! 4 -20 mA PUMPING RATE TO DIGITAL INDICATOR 6! 4 -20 mA TOTAL/ZED FUJN TO DIGITAL INDICATOR DIGITAL !-6 SELECT ABLE DI/DO I) DO. STRIPPER PUMP CALL 2) NOT USED 3) DI DRY PIT FLOOD (FLOAT SWITCH! 4) DI HIGH LEVEL (RI0-2 CONT ACTS! 5) DI LOW LEVEL (ISR2 CONTACTS! 6! DI INTRUSION ALARM (LIMIT SWITCHES IN SERIES RI I CONT ACT! DIGIT AL 7 -14 NON-SELECT ABLE DI 7J DI INTRUSION BYPASS (KEY PAD! 8! DI POWER-PHASE FAIL (PPMR RELAY! 9! DI PUMP "I RUNNING (AUX CONTACTS IN CB AND ON STARTER! IOJ DI PUMP "I AUTO (CONT ACT ON HOAJ II! DI PUMP "2 RUNNING (AUX CONTACTS IN CB AND ON STARTER! 12! DI PUMP "2 AUTO (CONTACT ON HOA! 13) DI STRIPPER PUMP RUNNING (AUX CONTACTS IN CB AND ON STARTER! 14) DI STRIPPER PUMP "I AUTO (CONTACT ON HOA! DIGIT AL 7 -8 NON-SELECT ABLE DI 7! DO PUMP #/ CALL 8) DO PUMP #2 CALL 3199 J. L. /1. AS BUILT t----t--+-----------+-----IU~LITIES,.-<Nol~~.~ I ( ,_/ R.C.E. NO. %211 DATE :J-'l,-"1"1 APPROVED 4 .. I .tn1. ) .)1/ I DATE BY DESCRIPTION APP'D DESl:NED DRAWN T. GIESE A.B./B,S./S,W,P, REVISIONS CHECKED DATE J. LOAGUE 10/09/91 AS BUil T SECTION 5 SEWAGE PUMP STATION TELEMETRY AND EXHAUST FAN DIAGRAMS C-2975 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5-51'5 "2:-S SHEET 26 OF 32 ELECSHTS. DGN 3-I ~-97 I J I I q I I 5' -7' fl' -/ INNER DOOR I'@_ [Jffl 4'® / ' /=' 5@ 6@ BICK 7@ 7@ PANEL ~®. 9@ / ' /0@ [F § . ~ ~ II r:f;l II r:f;l II r:f;l II r:f;l ----. ----. 12@ • 12@ 0 '2@ Ill :I • • 20(5) 2~ 2t) 2~ 2~ 13 : /3 ~ • • __,, __,, 22'® 2~ 22'® 2~ 22'® 14© /5'® 14© /5'@' /4,~/ / ' / ' / ' /'/'/'/'/ ~ 24'@' 25'@ 24'® 25,,@; 24w:_ /6© 17@ /6© 17@ 16© / ' / ' / ' ' / ' / ' / ' , = = = = . 25'@ ~ 26@ /8@ /8@ /9(5) /8@ /8@ . . ; / ' 27 ~ - PUMP CONTROL PANEL LAYOUT SCALE: f' = l'-0" I. HIGH LEVEL ALARM /5. SOLID STATE STARTER FAIL 2. SONIC LEVEL CONTROLLER 16. PUMP RUN PILOT LIGHT 3. 3305 4x20 KEYBOARD DISPLAY /7. SOLID STATE STARTER FAIL RESET PB 4. EMERGENCY HIGH HIGH LEVEL ALARM /8. OVERLOAD RESET PB 5. HIGH LEVEL RESET /9. ON-OFF SW. FOR BLOWER 6. EMERGENCY HIGH LEVEL RESET 20. HOA (HAND-OFF-AUTO SW.J 7. PILOT LIGHT TEST PB 21. FVNR-SSS SELECTOR SWITCH 8. CONTROL POWER ON LIGHT 22. OVERLOAD PILOT LIGHT 9. SEAL FAIL TEST PB 23. POWER MIZER ON-OFF SELECTOR SWITCH /0. ALARM LIGHT TEST PB 24. SEAL FAIL LIGHTS fl. CIRCUIT BREAKER HANDLE'S 25. HIGH TEMP. LIGHT AND RESET /2. ELAPSED TIME METER 26. ALARM SILENCE /3. SOLID STATE STARTER ENUNCIATER 27. 20A GROUND FAULT RE SEPT. 14. PUMP REQUIRED LIGHT & l'-6' r ,,..-..., ,_, 41/e' = 'P NOS CROUSE-HI !OOA RECE (REVERSE AR/042-S PT. DJ 22 -ih Ill :I #2 BARE COPPER GROUND TIED TO SLAB REINFORCING STEEL 20 FT REQUIRED CONCRETE SLAB REINFORCING STEEL - . . . . . ~ ~ ,_ - I'-- v ----- 7'-ffl I Gl I I @] @] [Rl @] 0 @] @] @] @] 3 DIST. PANEL @] @] @] [QJ D SOLID 4 @] @] 2 [Rl [QJ STATE @] [QJ @] g STARTER @] [QJ @] 5 @] [Q] @] /OOA [IDm DOUBLE ~~~0080 THROW ~ ~ XFER SW. r 0 ~ ,.. SOLID STATE ~~ ~~~~ STARTER IIIIIIIDID 18 HOFFMAN A-7272/8FSD IDID [Il] [Il] 16 TYPE CONSTRUCT/ON 17 17 GASKETED 3R 316 STAINLESS STEEL BACK PANEL LAYOUT SCALE, I'= f'-(J' 10' x ¾' 0 COPPER '4 CLAD GROUND ROD I ~EXIST BRICK WAU -----------------------r -------------·--i---- I ' I ! \ ' r CONTROL PANEL ~ ' "" 10'-(J' I. UPS POWER OUTLET ' 2. CONTROL RELAYS u 3. CONTROL POWER TRANSFORMER 4. BRISTOL 3305 SMART RTU 5. 24VOC POWER SUPPLY 6. CONTROL FUSE/SWITCH 7. LINE VOLTAGE TERMINAL BLOCK • ~ 8. MAIN PUMP CIRCUIT BREAKER l!) 9. SMAU PUMP CIRCUIT BREAKER 10. BLOWER MOTOR CIRCUIT BREAKER II. POWER-PHASE MONITOR RELAY 12. INTRINSIC RELAY (FLOAT SW.J 13. MAIN PUMP FUU VOLTAGE STARTER 14. SMAU PUMP STARTER 15. BLOWER MOTOR ST ARTER 16. INTRINSIC TERMINALS 17. MAIN PUMP TERMINALS 18. CONTROL TERMINALS & /0' x ¾" 0 COPPER 4 CLAD GROUND ROD -------- \ \ \ \ ' • 'fl C\J NOTE: GROUNDING SHALL COMPLY WITH NEC 250-23 (a) AND 250-8/ (c! ~JKM =-- CONSULTING ENGINEERS GROUNDING DETAIL I SCALE: I'= /'-0' 23 3/99 I AS BUILT APP,OVED 1---1---1------------+-------<~w •- / \J R.C.E. NO. 46W1 DATE BY DESCRIPTION APP'D REVISIONS DATE ,_q,.q--, DESIGNED T. GIESE CHECKED J. LOAGUE DRAWN A.B./8.S./S.W.P. DATE 10/09/97 AS BUil T c-29,s SECTION 5 SEWAGE PUMP STATION ELECTRICAL ENCLOSURE LAYOUT AND CONTROL PANEL DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5-SIS2-S SHEET 27 OF 32 ELECT5HT3. □GN I /16/97 I I ? " . ' • . 0 . ;,; ; I· ! .I I I TI " 0 TI 0 rn ,, ITT < z C < ro rn TI 0 ' " ► TI ~ :,. f' TI £: z ~ 0 r 0 n 0 " TI 0 " "' 0 z . n ~ z _TI 7 ~ ~ ~ " z l> r-------------------------------------------------------------------------------------7 I PUMP CONTROL PANEL I 1 .--------~ r--------------------------~ I I ~1~-----I 1 I I I GAS MONITOR PUMP I -RUN I ErM I I I I ___@PUMP 2 ~CO/fTROL ___@PUMP 3 1-~ r:rz 1 ~ pa.;:R 1-~ r:rz I I I I I ' SP-! W.f_L0/1 ~CATOR I I I SP-2 l_~RUN WFNL I {ouRUN I (auFNL I ,.,{auRUN .WFNL SP-3 (ON-OFF CONTROL - ~ I I I I I~ II 1-•~ II•~ •~ II ~ I I II 11 I ~ VALVE VAULT FLOODED ULTRASONIC LEVEL SENSOR/ CONTROLLER I I I I I I I I I I I I I I I I I I II II ~HOA lliz3] Ill Ill I I . fol\. SEAL ~FNL "-.._/ foi\ HIGH Ii-@' TEMP II I II ~ DISN3LE II I I ill AI..NlM II-LJ!U HOA ~ E/fTlf( II U!U HOA I ~STA/fTER Ii ~ RESIT Ill ~ 1--C AI..NlM Ii SP-3-1 Ii SP-3-2 Bf-PASS II Ill I I ~ 11 "-.._/ II srA!fTER Ill 11 srmrER I II II Gi), Bf-PASS Ill fOL\ SEAL Ill ~BYPASS I . fol\. SEAL 11----..Uti\ POI/ER 111 ~ 11110 FAIL lllr"~ Ii'& FAIL ll~sfi1~~~R Ill 1111 1111 I I Ill Ill 1111 1111 EMERGENCI' I I Ill~ Ill Gs\ ;r_:!: 1111 /QL\ HIGH 1111 @ HIGH I I rci\ HIGH Ill ~L-:;:L 1111 ~ SELECTOR llllr'& TEMP 1111r-~ LEVEL I Ii'& TEMP 1111 PS 1111 11111 11111 1111 1111 IIIT 11111 11111 1111 1111 1111 (ffi\ LJGHTS 11111 II II~ POI/ER 1111 1111 1111 SP-s-1 TESTS 11111 II l~5fi1~R 1111 1111 1111 "-.._/ 11111 II II 1111 1111 I 1111 11111 II II 1111 1111 I 1111 11111 II II 11111 1111 !II 111+ 11111 ll II 11111 1111 f+. ·1YTI I TIY!I 1;1 T~!I t.l I Ill+! 111 1111~ II 1111+ llt! IIIIT 1111 11111 1111, 11111 1111 PUMP r--"ll=lll _____ =llll~-----lcwlll~I ----~111=111 _____ _._llcwlll ____ -lJIILLII I_ ON-OFFU INTERLOCK 1-<--- CONTRCfL] ~---- 1 I I I I I I I I I PLC/ MODEM I l Jt1Jt1 1 ttttttt WET WELL HIGH LEVEL ALARM WET WELL LEVEL INTRUSION POWER FAIL SP-I RUNNING SP-2 RUNNING SP-3 RUNNING SP-I IN AUTO SP-2 IN AUTO SP-3 IN AUTO TOTAL/ZED FLOW INST. FLOW SP-/ PRESSURE SP-2 PRESSURE SP-3 PRESSURE I ~ l ' T ' ' I I :::ii I Cwl [wl Cwl --t-----t-------------------t±t±---±--------------------------l I ~I I ~I ~I ~I _____ _, Jt I ~ I ~ I I I I :;1 1 ii!I ~I ~I PUMP ST AT/ON CONTROL ENCLOSURE SYSTEM NUMBERS !-SEWAGE PUMP I T I I I I I I I I E:I I 2::1 ~I 2::1 I I I I I I ~ ) I §;JI I ""I -<1:I -<1:I I I I I ,,-----D----------------0----------) '<ti I E:I E:I E:I \ ______ L _______________ 4-20 mA"'rLt'iL~ ( ,.----~-------------o-----====~----) I ~I ~I ~I '-------------~----------~f=------. 4-20 mA (PRESSURE) --l J I I r r r r I I r 1 1 (---(--====4-204~~ (;:~~~~;~~RE)====---__ ) ) I I I I I I I I ,----------------_,, I I I I I I I 1~------t-r----;k vu ----------i-----7 I I I I I I I I @ '1g/ I I s;:i_, s;!1_, A PUMP ST AT/ON WET WELL I I I I I I I I SP-5-1 CH4 >. I '----,/ I ' --~---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_- 0 _-_-_7-___ J I 11 f I I : ~ I A BV-I-! l I 1111 1 1 _. __ , I I 8"Dt I I I y -$-I ULT-I I 11:,. I I I BV-2-1 ~-------------t------1 I 8"01 "DI I I ,--· o----_ _l __ f" PVC----' I PS-2-/ PV-2-! PV-5-1 I 1 1 1 1-►-!!._-0 -----..____-_,,, ___ _J ..-4--'"'-r-'--. 2-1 r sc-s-,1 y A I~ ' ---D-T------.,,___ --'--=-'\ r---,i__...-1----+-------1 8' DI ~-+-' • r ---_ J I I )ff-i-, I •~ PS-3-t "' I PUMP SET POINTS ,--------------D---1 --7~-~~-~ I /" PVC ! ---,____c....:....:._.::~-t--+-i-' I" PVC (Pi\ 0\ PS-I-I P-2-/ ~ PV-/-1 PV-5-2 - - - - - - - - ) UST OF SYMBOLS LIST OF ABBREVIATIONS v -cJ--n ~I --0- ~ t + J+_ TO/FROM CNB MASTER SCADA CONTROL SYSTEM AT BIG CANYON RESERVOIR 0 =- PUMP REDUCER SLEEVE COUPLING SWING CHECK VALVE PRESSURE SENSOR PLUG VALVE 90' BEND CROSS av CKV D DI. FS HOA HS KQ LSH MS Pl BALL VALVE CHECK VALVE DISCRETE SIGNAL DUCTILE IRON FLOAT SWITCH HAND -OFF -AUTO HAND SWITCH EVENT TIMER LEVEL SWITCH HIGH MOISTURE SENSOR PRESSURE INDICATOR PV PLUG VALVE OL EVENT LIGHT R REDUCER RTM RUNNING TIME METER SC SLEEVE COUPLING SP SEWAGE PUMP TS TEMPERATURE SENSOR ULT ULTRASONIC LEVEL TRANSDUCER PLC PROGRAMMABLE LOGIC CONTROLLER TEE PS PRESSURE SENSOR ULTRASONIC TRANSDUCER PT PRESSURE TRANSDUCER BALL VALVE INSTRUMENT AT/ON SCHEDULE PRESSURE TRANSDUCERS (PT) DESIGNATION PURPOSE RANGE TYPE SP-I-/ PUMP "I DISCHARGE PRESSURE 0-60 DSI ROSEMOUNT 305/C (SMART) SP-2-1 PUMP "2 DISCHARGE PRESSURE 0-60 psi ROSEMOUNT 305/C (SMART) SP-3-1 PUMP "3 DISCHARGE PRESSURE 0-60 psi ROSEMOUNT 305/C (SMART) PRESSURE INDICATORS (P/J DESIGNATION PURPOSE RANGE TYPE SP-/-/· PUMP "I DISCHARGE PRESSURE 0-60 psi DIGIT AL DISPLAY SP-2-/ PUMP #2 DISCHARGE PRESSURE 0-60 psi DIGIT AL DISPLAY SP-3-/ PUMP "3 DISCHARGE PRESSURE 0-60 psi DIGIT AL DISPLAY ULTRASONIC LEVEL TRANSDUCERS (ULTJ DESIGNATION PURPOSE RANGE TYPE ULT-/ WET WELL LEVEL MEASUREMENT 0-50 FT ST 50 EVENT LIGHTS (OU DESIGNATION PURPOSE RANGE TYPE SP-/-/ PUMP "I ON -AMBER SP-1-2 PUMP "I SEAL FAIL -RED SP-/-3 PUMP "I HIGH TEMP -RED SP-1-4 PUMP "I GENERAL FAIL -RED SP-2-/ PUMP "2 ON -AMBER SP-2-2 PUMP "2 SEAL FAIL -RED SP-2-3 PUMP "2 HIGH TEMP -RED SP-2-4 PUMP "2 GENERAL FAIL -RED SP-3-/ PUMP "3 ON -AMBER SP-3-2 PUMP "'3 SEAL FAIL -RED SP-3-3 PUMP "'3 HIGH TEMP -RED SP-3-4 PUMP #3 GENERAL FAIL -RED SP-5-1 POWER ON -GREEN SP-5-2 HIGH LEVEL -RED SP-5-3 EMERGENCY HIGH LEVEL -RED SWITCHES (HS) DESIGNATION PURPOSE RANGE TYPE SP-!-! PUMP "I MAN/OFF/AUTO -3-POSITION SELECTOR SWITCH SP-/-2 FVNR STARTER BY-PASS -2-POSITION SELECTOR SWITCH SP-/-3 POWER SAVING SELECTOR -2-POSITION SELECTOR SWITCH SP-2-1 PUMP "2 MAN/OFF/AUTO -3-POSITION SELECTOR SWITCH SP-2-2 FVNR STARTER BY-PASS -2-POSITION SELECTOR SWITCH SP-2-3 POWER SAVING SELECTOR -2-POSITION SELECTOR SWITCH SP-3-1 PUMP *3 MAN/OFF/AUTO -3-POSITION SELECTOR SWITCH SP-3-2 FVNR STARTER BY-PASS -2-POSITION SELECTOR SWITCH SP-3-3 POWER SAVING SELECTOR -2-POSITION SELECTOR swrrcH SP-5-3 FAIL RESET -MOMENT ARY PUSH BUTT OM SP-5-4 DISABLE ENTRY ALARM -KEY PAD SP-5-5 LIGHTS TEST -MOMENT ARY PUSH BUTT OM 2-SEWAGE PUMP 2 3-SEWAGE PUMP 3 +SUMP PUMP I I I I I I I I I I I I '--./ I i I C-3-/ CKV-3-/ PV-3-/ I I I I I I ,-1 -----------J I ~ I BV-3_1 I I LOW LEVEL 86.50 FEET (FLOAT CONTROL SHUT DOWN I I I I I I I ~ I ~Af6oiEi/ULT I I ALL PUMPSJ 5-COMMON DISCHARGE 6-FLOAT SWITCH c:, I I I I I I I I I I T A t½" ~~ I ~~I I I I I l ____ ◄ _ _l_ _____ • ~ l....c!:----PT Pt ~ PUMPS OFF 87.60 FEET (ULTRASONIC LEVEL CONTROU I I I I I ~ ~ ~ "-._/I J AVG FLOW PUMP ON II II II II II SUMP PUMP -----------VALVE-VAULT __________ _ LEAD PEAK FLOW PUMP ON 89./0 FEET I I I I I AVG FLOW PUMP OFF 88./0 FEET (ULTRASONIC LEVEL CONTROU (ULTRASONIC LEVEL CONTROU I I I I I I I J_ I I I @D I EQUIPMENT DESIGNATION INSTRUMENTATION DESIGNATION LAG PEAi< FLOW PUMP ON 89.60 FEET (ULTRASONIC LEVEL CONTROL) EVENT TIMER (KQJ DESIGNATION PURPOSE SP-!-! PUMP "I RUNNING TIME METER SP-2-/ PUMP "2 RUNNING TIME METER SP-3-1 PUMP "3 RUNNING TIME METER SYSTEM DESIGNATION I~ I ~SYSTEM NUMBER ~ -2 -t"r--UNIT NUMBER HIGH LEVEL ALARM 90.60 FEET (ULTRASONIC LEVEL CONTROU SP -SEWAGE PUMPING ULT -ULTRASONIC LEVEL TRANSDUCER ~ ~ © e, ~ ~ & & & I SP-/-/ SP·2·/ SP-3-1 SP-/ '----,/ SP-2 '--/ SP-3 ~ I _________________________ J EQUIPMENT TYPE NOTE: FOR THE ABOVE EXAMPLE PLUG VALVE NUMBER I IN SYSTEM NUMBER 2 NOTE: NOTE: FOR THE ABOVE EXAMPLE PRESSURE TRANSDUCER NUMBER I ON SEWAGE PUMPING SYSTEM NUMBER 3 MOISTURE AND TEMERATURE SENSORS SHALL BE FURNISHED WITH THE MOTOR BY THE PUMP SUPPLIER EMERGENCY HIGH LEVEL ALARM 9/.60 FEET CONSULTING ENGINEERS (FLOAT CONTROL.BOTH PUMPS TIMED RUN) /2/29 J. L £ /.DD AIRVENT PIPING APPROVED 3/99 J. L &, AS BUILT Al'J-1-J /,t •. •~•• o-----+--+------------+----< UJllTIES ENGINEER B \ .j R.C.E. NO. 46214 DATE BY DESCRIPTION REVISIONS DATE __ 7~-~ce,~-ei~J~_ APP'D DESIGNED T. GIESE DRAWN A.B./B.5./S.W.P. CHECKED DATE J. LOAGUE 10/09/97 RANGE TYPE -ANALOG -ANALOG -ANALOG AS BUILT C-2975 SECTION 5 SEWAGE PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT s-s1s2-S SHEET 28 OF 32 PNIDSHTI.OCN 1-10-97 I I ,.I I ,. I I I I I I il " s: z EXIST. 8' VCP GRAVITY SEWER. FILL WITH GROUT AND ABANDON IN PLACE TO LIMIT SHOWN CORE DRILL----:ie--.J EXIST 12" VCP GRAVITY SEWER. FILL WITH GROUT AND ABANDON IN PLACE TO LIMIT SHOWN LIMIT OF EXIST. 12' VCP GRAVITY SEWER ABANDONED IN PLACE --------- / / ---"'"""'- EXISTING BUILDING \ I ,,.--- / I \ I I \ I \'q C) ' ' \ 6'-0' ' \ REMOVED TO 3 + BELOW GRADE LIMIT OF EXIST. 8" VCP GRAVITY SEWER ABANDONED IN PLACE REMOVE TOP 4'-6" OF EXISTING PUMP STATION STRUCTURE. BACKFILL REMAINING STRUCTURE WITH CLASS /OO-E-/00 CEMENT SLURRY. ABANDON IN PLACE I l I I 8'-0' -·-·-· ·-·-·-·--r::---- CORE DRILL PRIOR TO DEMOLITION OF PUMP STATION, INST ALL /8" x ¼' WALL ST EEL CASING. JACK 8" PVC FORCEMAIN INTO PLACE PER CNB STD-410-L FILL CASING WITH LOW DENSITY GROUT. PROVIDE BLOCKING ON TOP OF CARRIER PIPE TO PREVENT FLOATING. DELETE END SEALS SHOWN IN DETAIL ·.•.: ~Llr"" EXIST. 12" VCP GRAVITY SEWER. FILL WITH GROUT AND ABANDON IN PLACE EXIST. 8'' Cl FORCEMAIN. FILL WITH GROUT AND ABANDON IN PLACE TO MIT SHOWN -j,"-7'"":,t----- ::,::~- PLAN SCALE:½"· /'-0" 2' GAS LINE RELOCATION YR/W 1----- EXIST 8' VCP GRAVITY SEWER TO BE FILLED WITH GROUT AND ABANDONED IN PLACE --------EXISTING WALL -----------7 ;------=-=-=;i I _.l_ __________ _ ' \ I I ' _J _________ _ I I LIMIT OF EXIST. 8" Cl FORCE MAIN ABANDONED IN PLACE -------- R/W PROTECT EXIST. 8' VCP GRAVITY SEWER AND 2" GAS 8" SOR I 7 CERTAINTEED YELOM/NE PVC FORCEMAIN IN PLACE EXIST. PUMP STATION -,--------- ------------------------------- 6 , CORE DRILL ,..., L __ j ,, '--~ I ~~ ______ __; I ~-~~~-----~L-=-~-=J~--~'~---~L ______ • _________ J 2!' GAS LINE RELOCATION f--.~.--'-~-.-'-~"-.~~L..,--'-~~.L...,-'-+.-L....,-_,l_,-'==-EX /ST. 8" VCP GRAVITY SEW ER TO BE FILLED WITH GROUT AND _j_.--'---,-,...Lf",- ABANDONED IN PLACE DEMOLITION SITE PLAN SCALE:¼'· /'-CJ WATERLINE RELOCAT/0 SEE SHEET /2 I PROTECT EXISTING BRICK DRIVEWAY IN PLACE --~.-/\V_--::__, '+I_,--+-~ -EX/ ',j!_ . 8" If_! FORCE MAIN R/W TO IJE FILLED WITH GROUT AND-·At:JA1DONED IN PLACE PROTECT EXISTING I CHAIN LINK FENCE I IN PLACE I I I I UPON COMPLETION OF NEW PUMP STATION, REMOVE EXISTING STRUCTURE TO 3'-0" BELOW EXISTING GROUND SURF ACE ffi REMOVE EXISTING HATCHES AND RESURFACE CONSULTING ENGINEERS SECTION SCALE:½"= l'-0" NOTE: THE DEMOLITION PLAN SHOWS ONLY THE MAJOR COMPONENTS LOCATED WITHIN THE PUMP STATION. THE CONTRACTOR SHALL CORE DRILL EXIST. 8' Cl FORCE MAIN FILL WITH GROUT AND ABANDON IN PLACE "--BACKFILL REMAINING EXISTING PUMP STATION STRUCTURE WITH CLASS 100-E-/OO CEMENT SLURRY. REMAIN RESPONSIBLE FOR REMOVING ALL MATERIAL AND EQUIPMENT LOCATED WITHIN THE PUMP STATION BUT NOT SHOWN ON THIS PLAN 0 INDICATES MATERIAL AND/OR EQUIPMENT TO BE REMOVED AND DISPOSED OF BY CONTRACTOR AS BUil T C-2975 3/99 J. L ffi AS BUILT APPROVED SECTION 5 SEWAGE PUMP STATION DATE BY DESCRIPTION APP'D REVISIONS IES \./ R.C.E, NO. 46114 DATE :J-~•"17 DESIGNED T. GIESE DRAYIN A.B.IB.S./S.W.P. CHECKED DATE J. LOAGUE 10/09/91 EXISTING PUMP STATION DEMOLITION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5152.·S SHEET 29 OF 32 IL ~-EXISTING ~ EXISTING 5'-0", 2'-6" CURB & GUTTER ~ EXISTING STRUCTURE STRUCTURE ~ ¼ EXISTING 3'-0" HIGH BRICK WALL ~ EXISTING STRUCTURE ~ CONCRETE PAVEMENT 2.07. 2.07. WET WELL /5'-2" PARK AVENUE SECTION A SCALE: I" = /0' -G'' 4 :s: I '~ ~ 40'-0' 0:: >--LJI,. .. 1 >--LJ -.J:,. (£_ [5 ~ [5 "'( ~~I JADE AVE. I h lJJ I ~~ lJJ--, 6'-0' 14'-0" /4'-0' 6'-0" :s: --, EXISTING ~ 5'-0', CURB 5'-0", EXISTING CONCRETE STRUCTURE ~ ¾: PAVEMENT ¼ 1.87. l.9X 5'-4' 9'-4' JADE AVENUE SECTION D SCALE: I"= 10'-G'' 4 ~ ~ I 1~ Cl: ~~-----------6~0~'-0_" ________ ______,~ lJJ "'( ~LJ lJJ ~ ~~I ~ Cl.. EXISTING 6'-0" HIGH BRICK WALL 8'-G' PARK AVE. 22.'-0" ~-EXISTING CURB & GUTTER CONCRETE PAVEMENT 2.07. .. .. 22.'-0" CONCRETE PAVEMENT ... ,.,... .... ,.~ ...... ~,: ... ·=.,,-·.•.=:•--· ...... 8'-6" 8'-6' 13'-0" 15'-2" 8'-0' PARK AVENUE SECTION 8 SCALE: I"= I0'-0" 4 ~ I I~ Cl: ?:-o 0:: ~ >-::Ji 15'-0" i>---.J~.. ..p;:; [5 ~ "-J ~~I SOUTH ALLEY I~~ ~~ I oioi 7'-6" 7'-6' 3'=~ EXISTING STRUCTURE ~ 1/. EXISTING 2" GA5 8" V.C.P. GRAVITY SEWER B"YELOMINE SEWER F.M. CONG ETE • PAV ENT \.0 7.17.,._ $ r-a' 5'-0' -LI 2.'-6" 4'-6" EXISTING STRUCTURE ~ SOUTH ALLEY SECTION SCALE: I"= I0'-0" E 4 10 5 0 10 20 I I I I I SCALE IN FEET finch -10 ft. QF C~ I~ :.c &l~ 5'-G't ~ EXISTING STRUCTURE ~ ~~KM =-.-. CONSULTING ENGINEERS ~ I ~-0:: lJJ ~~ ti:~I ~ct': ~ 5'-(J'; EXISTING STRUCTURE ~ • "I': 2'-6" 22'-0' EXISTING CURB & GUTTER CONCRETE PAVEMENT 1.07. 16'-6' 18'-6" 60'-(J' I[_ PARK AVE. 22'-0' CONCRETE PAVEMENT 1.87. 26'-6" PARK AVENUE SECTION ~ EXISTING STRUCTURE ~ SCALE: I'· 10'-/J' CONG ETE • PAV ENT "' 8.47. 4.07. - 3'!~ EXISTING STRUCTURE ~ EXISTING 2" GAS 4'-6' 4'-6" EAST ALLEY SECTION SCALE, I"= !0'-0' 1~ 0:: 8'-(J' ~~ ~~ &lo'.: ~ 5'-0", EXISTING STRUCTURE • "I': ~ C 4 F 4 AS BUILT C-2975 3/99 J. L /b, AS BUILT APPRDV,D L l---+---+-----------1----1$~~ SECTION 5 SEWAGE PUMP STATION DATE BY □ESCRl?TION REVISIONS / R.C.E. NO. ~~ DATE 7 -,;; •"' 7 APP'D DESIGNED T. GIESE CHECKED J, LOAGUE DRAWN A.8./B.S./S,W,P, DATE 6/26/97 TYPICAL CROSS SECTIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARrnENT S-5152-S SHEET 30 OF 32 SECTIONS. DGN 5-5-97 1 I I 11 I ',I ,I I II I I I r TI £: z I 0 r 0 ~L NORTH I R/W~ f. SOUTH ALLEY 71-6" I PHASE Ill PHASE V 8" DI FM SOUTH R/W NOTES: I. SEWER LATERAL RECONSTRUCT/ON SHALL CONFORM TO CNB STD-406-L 2. CONTRACTOR SHALL VERIFY MATERIALS. SIZE, DEPTH AND LOCATION PRIOR TO PROCURING MATERIALS FOR CONSTRUCT/ON 3. INSTALL TEMPORARY 6" PLUG AT TERMINATION OF PHASE I I I WORK 6" PVC --/ --------------- L EXIST.6" S/L _,,_ -L_--_ n-=] 8' PVC / / / / / ; EXIST. 12' VCP CONNECTION OF SEWER LATERALS TO NEW 811 PVC GRAVITY SEWER IN SOUTH ALLEY SCALE: ½" • l'-0" EXIST. SEA WALL VALVE VAULT SEE SHEET 13 ----- REMOVE TREE~~ PUMP CONTROL PANEL SEE SHEET 27 \ ELECTRIC METER SEE SHEET 23 J108 J1ob ALL.E'.Y I: ' w kl >! c( I I 7 I, I -71--- I I I I Is ~ J25 J23 121 12" PVC GRAVITY SEWER LINE "A" SEE SHEET 6 ANO 7 8'PVC GRAVITY SEWER LINE "B" SEE SHEET 6 WET WELL ANO VALVE VAULT AIR INLET /EXHAUST PIPING SEE SHEET 5 ----r---, I I 9 111 I 15 LEGEND W-PHASE I ~ PHASE II ~ PHASES Ill -VIII NOTE: SEE APPENDIX A IN THE SPECIFICATIONS FOR A DETAILED BREAKDOWN OF THE SEQUENCE OF WORK J __ _ ,---- ' J J 3 J J J 109 EXIST. SEA WALL J08 8' PVC GRAVITY SEWER LINE "A' SEE SHEET 7 J01 12" PVC GRAVITY SEWER LINE 'C' SEE SHEET 7 -.~P -- CONNECT TO EXISTING FORCEMAINS SEE SHEET 10 \ -- "I"" FORCE MAIN VALVE VAULT co SEE SHEET 12 ro 8" SOR 17 PVC FORCE MAIN SEE SHEET 10 __,..-,: GAS LINE °:z:RELOCATION 'jBY SCG <ct; > EXISTING SECTION 5 SEWAGE PUMP STATION SEE SHEET 29 " "I"" ~;I--'-~; 0 ,r,.-1NI//I a) iw I ...I ,....1 :c::e I RELOCATE 6"ACP WATERLINE -~S.EE SHEET 12 N 0 co 0 r-, 8' SDR I 7 PVC FORCE MAIN SEE SHEET 9 -------GAS LINE RELOCATION Bf SCG ( &.---<,✓--..... < 2.0 /0 I I 0 2.0 I I SCftLE IN FEET I Inch • 20ft. AS BUil T 40 I C-2975 3/99 J. L. ill. AS BUILT APPROVED SECTION 5 i---------t---+----------+-------l ~-~~--r,;,.,_,,1--"J:.,,,,.--, """""'•-= .,_ ___ SE_W_A_GE_PU_M_P_S_T---A T ___ IO_N __ -----l UTl~'TIES l)'GINEER CONSULTING ENGINEERS DATE BY APP'D REVISIONS -_ /R.C.E. NO. 462 4 DATE / -1!! • .,, DESIGNED T, GIESE CHECKED J. LDAGUE DRAWN A,B.IB,S.IS.W,P, DATE 10/09/91 SEQUENCE OF WORK CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 32 OF 32 SEOWRK2. DGN • I 0-'31 :1 " \; z I 0 5 " C) m 0 ~ n □ -□ m O " n ~ ~ z O ~ z 0 ~ . □ ~ ~ IJ z m ill REMOVE TREE._-, VALVE VAULT SEE SHEET 13 REMOVE TREE ,--..._ PUMP CONTROL PANEL --,--,.____ SEE SHEET 27 ELECTRIC METER SEE SHEET 23 REMOVE AND REPLACE EXISTING MEDIAN AS REQUIRED----./ \ 1 r--1-------,--- ' J23 12" PVC GRAVITY SEWER LINE "A' SEE SHEET 6 AND 7 8' PVC GRAVITY SEWER LINE "8' SEE SHEET 6 WET WELL AND VALVE VAULT AIR INLET /EXHAUST PIPING SEE SHEET 5 EXISTING MEDIAN i i-1 --- REPLACE EXISTING DRIVEWAY J21 J I 9 T--- 1 LEGEND ~ REMOVE 6" EXISTING CONCRETE PAVEMENT AND REPLACE WITH 6" CONCRETE PAVEMENT PER CNB ST0-/40-L ~ REMOVE EXISTING 4" CONCRETE SIDEWALK AND REPLACE WITH 4" THICK CONCRETE SLAB PER CNB ST0-180-L E22}--REMOVE EXISTING 8" CONCRETE PAVEMENT AND REPLACE WITH 8" CONCRETE PAVEMENT PER CNB STD-108-L AND STD-109-L ~ REMOVE EXISTING 8'' CONCRETE PAVEMENT AND REPLACE WITH 8" CONCRETE PAVEMENT PER CNB STD-108-L AND STD-109-L DEDUCTIBLE ALTERNATE BID ITEM ~ PROTECT EXISTING CURB AND GUTTER IN PLACE ----SAW CUT --CONCRETE JOINT (TO BE SAW CUT) I 15 -----'--- I 13 NOTES: ,- ' J I J J09 I. SEE CONSTRUCT/ON PHASING PLAN FOR SEQUENCE OF PAVING 2. ALL EXISTING GUTTER IS 2'-6" FROM CURB FACE EX/Si. SEA WALL \ \ \ 101 \ \ \ \ 108 8" PVC GRAVITY SEWER UNE "A' SEE SHEET 7 12" PVC GRAVITY SEWER LINE 'C" SEE SHEET 7 \ \ \ 3/99 J. L. ffi AS BUILT \ CONNECT TO EXISTING FORCEMAJNS SEE SHEET 10 '1' FORCE MAIN VALVE VNJLT co SEE SHEET 12 m 8' SOR 17 PVC FORCE MAIN SEE SHEET 10 ]--, ;z: ,<t; l.) ,<t; > ~ co --·-;.,-.: IW<F&iK-N~,: ,--------,co'-J.--EX/Si/NG SECTION 5 SEWAGE PUMP STATION --~EE SHEET 29 '1' Q m RELOCATE 6" ACP WATERLINE SEE SHEET 12 --- 1\1 Q m Q a m ill 8' SDR 17 PVC FORCE MAIN SEE SHEET 9 -~~cc--A!~0--llllllii,.< SCALE IN FEET I Inch • 20ft. AS BUil T C-2975 :VEO/ /~~•• 1---+--+---------------+------< UTl~I~- / / ' R.C.E. NO, 46214 SECTION 5 SEWAGE PUMP STATION CONSULTING ENGINEERS DATE BY DESCRIPTION APP'D REVISIONS ' DATE \ 7 -,a..-\ 1 DESIGNED JRAIVN T. GIESE A.B.IB.S./S.W.P. CHECKEJ DATE J, LOA:UE 10/09/97 PAVEMENT REMOVAL AND REPLACEMENT PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-S1'52-5 SHEET 31 OF 32 PA\JPLN2. DGN I - I 0-97 I I' ;;; a Q < -C " ' Q - ' < i I D m u D □ m " "' < z C ~ ro m D □ ~ '-" • D ~L 2l D z ~ u i;: z I 0 r 0 n 0 D u 0 D ?; " z . ~ z _m n • C a D z ~ 0·, _,.,...., :C ~4 \.A \'-l