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113660 ::r:: (.) <l w <D ~ I- ~ z I-• z ~ ~ 0 I !: ""'" LL 0 (.) D z 0 • • • CITY OF COSTA MESA VICTOltlA C > • • 0 • • < r 5T 0 • ~ " -> • -< " F"-IJfGROUNO ll-i°'l1VER51 1~ N cIT·v OF IRVINE U C , CITY NEWPORT PUBLIC WORKS OF BEACH DEPARTMENT CONSTRUCTION PLANS FOR ,0 "-~, '0, ~\ (J -c lE .. , ' ~ CAMEO SHORES WAS TEW ATER LIFT STATION RECONSTRUCTION Cl fl VIE MEM RIA.l " AND / ~ ~ (' :;,_ ~-INDICATES AREA SHOWN ON LOCATION MAP ----- ~ 0 • • FORCE MAIN INSTALLATION C ----C TY BOUNDARY VICI N ITV MAP l/4 0 ¼ 1/2 ¼ 1 --- -----GRAF'HIC SCALE IN MILES SYMBOL LEGEND 0 'CJ □ POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE ·~~ c--- LIST OF DRAWINGS SHT. No. 1 TITLE PROPOSED FORCE MAIN " p "'"- '-... '1cl,<c '"-1 c . ', , ' , --0- E--POWER POLE ANCHOR MONUMENT (SURVEY) FENCE 2 3 4 5 TITLE SHEET DEMOLITION PLAN SITE PLAN FLOOR & PIPING PLAN & MATERIAL LIST PUMP SECTIONS & DETAILS PROJECT LOCATION -x-x- _,,,fr...&_& .d:t' BLOCK WALL TREE SHRUBBERY ASPHALT PAVEMENT BRICK WALK I . . I l~~--,.J CONCRETE t ;;l ~.L-cL.-'.Lz:I BU IL DI NG EX 1ST ING CONSTRUCTION NEW CONSTRUCTION -·-i-CENTERLINE --s-SEWER LINE ----w- --£-- _.,_ -71'- -SP- (15.00) 15.00 WATER LINE GAS LINE POWER LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM STREET LIGHT EXISTING ELEVATION PROPOSED ELEVATION 6 7 8 9 10 11 12 13 WET WELL SECTIONS & DETAILS ROOF SLAB DETAILS & ELEVATIONS SEWER FORCE MAIN • ST A. 0+41.51 TO STA. 10+80.00 SEWER FORCE MAIN • STA. 10+80.00 TO STA. 17+66.91 ELECTRICAL SITE PLAN, GENERAL NOTES, LEGEND & ABBREVIATIONS SINGLE LINE DIAGRAM & CONTROL PANEL ELEVATION POWER PLAN, CONDUIT & WIRE SCHEDULE, EQUIPMENT SCHEDULE LIGHTING PLAN & TELEMETRY BLOCK DIAGRAM LIST OF STANDARD DRAWINGS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STD. DRWG. TITLE STD.-105-L STD.·106-L STD.·111-L STD.·112·L STD.-114-L STD.·183·L STD.-314-L STD.·401-L STD.-403-L STD.-404-L STD.-510-L STD.-522-L STD.-206-L STD.-220-L STD.-502-L TRENCH RESURFACING PIPE BEDDING MANHOLE ADJUSTMENT DETAIL STD. 24" MANHOLE FRAME & COVER STD. 30" MANHOLE FRAME & COVER STD. CURB SECTIONS • TYPE "E" CONCRETE PIPE SLOPE ANCHORS REINFORCED STD. PRECAST MANHOLE DROP MANHOLES STEPS FOR MANHOLES & STRUCTURES THRUST BLOCKS PIPE SUPPORT CABINET MOUNTING DETAIL RETAINING WALL TYPE 1 WATER SERVICE 1" ~ECTION No~ ~ SHEET ON WHICH THE SECTION IS SHOWN SECTION (J).:ECTION No. SCALE 4 SHEET ON WHICH THE SECTION IS CUT EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPA·NY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION IRVINE RANCH WATER DISTRICT UNDERGROUND SERVICE ALERT (U.S.A.) NUMBER 634-0251 895-0221 611 644-3011 962-2411 285-2050 476-7500 1·800-422 • 4133 BASIS OF BEARINGS THE CENTERLINE OF MILFORD DRIVE, N 33'06'00" E PER TRACT MAP NO. 3357-CAMEO SHORES, M,M. 107 /1-7. APPROVED: APPROVED: APPROVED: BENCHMARK LOCATION NTS DIRECTOR OF PUBLIC WORKS CITY OF NEWPORT BEACH ~~-E T ACTING UTILITIES DIRECTOR CITY OF NEWPORT BEACH JOHN T. MORRIS DIRECTOR ENGINEERING 8 PLANNING-IRVINE RANCH WATER DISTRICT NO.NB7-5-70 ELEV. 30.957 IN THE SOUTHEAST PART OF THE INTERSECTION OF MILFORD DRIVE AND CAMDEN DRIVE; 60' SOUTHWEST OF THE CENTERLINE OF CAMDEN, 20 FEET SOUTHEAST OF THE CENTERLINE OF MILFORD, IN THE TOP OF THE NORTHWEST CORNER OF A 4 BY 24.5 FOOT CONCRETE CATCH BASIN, LEVEL WITH THE SIDEWALK. "- MAP R.C.E. No. :381'l';I R.C.E. No. 23127 R.C.E. No. ftt,,,}- '<'s lo~ 1/4 :?~-'-"!;; ~ c§' Ro,i0 _Ej i I _)--.......; (/) I DATE 2-21-n .. DATE DATE ABBREVIATIONS A.G. B.C. BLK. C.A.B. C.F. C. I. C. J. C.N.B. CAT. <t CL. CLR. CONC. D. I .P. DWG. E. C. E. p. EA. E EL. EXIST. F. M. F.S. FL FLG. G.B. G.E. G.V. G H.P. I. D. INV. L.F. M.H. liAX MILS MIN N.G N.T S. N.W. NO. 0.A.E .· o.c. P.C.C. P.£ p. V .C. PROP PVMT R.C,P R/W RET. S.C.E. S.F. S.P. S.S. SCH_ SEC. SHT. SPEC'S SQ. s STA. STD. STL. T.C. T.W. T TV TYP. V.C.P. w/ w ASPHALT CONCRETE BEGIN CURVE BLOCK CRUSHED AGGREGATE BASE CURB FACE CAST IRON CONSTRUCTION JOINT C ! TY OF NEWPORT BEACH CATALOG CENTERLINE CLASS CLEAR CONCRETE DUCTILE IRON PIPE DRAWING END CURVE EDGE OF PAVEMENT EACH ELECTRIC (S.C.E.) ELEVATION EXISTING FORCE MA IN FIN I SHED SURF ACE FLOW LINE FLANGE GRADE BREAK GROOVED END GATE VALVE GAS HORSEPOWER I NS I DE DIAMETER INVERT MNH-<,L ~ MA,. MUM M, LL I '-'ETERS MINIMUM NATURAL GROUND NOT TO SCALE NORTHWEST:R~. NUMBER OR APPROVED EQUAL ON CENTER PORTLAND CEMENT CONCRETE PLAIN END POLYVINYL CHLORIDE PROPOSED PAVEMENT REINFORCED CONCRETE PIPE RIGHT OF WAY RETAINING SOUTHERN CALIFORNIA EDISON SQUARE FEET SPECIAL PROVISIONS STAINLESS STEEL SCHEDULE SECTION SHEET SPECIFICATIONS SQUARE SEWER STATION STANDARD STEEL TOP OF CURB TOP OF WALL TELEPHONE CABLE TELEVISION TYPICAL VITRIFIED CLAY PIPE WITH WATER DATE BY GENERAL NOTES 1. The construction of all public improvements shall conform to the requirements of the Newport Beach Construction Standards, Standard Special Provisions, Design Criteria, Standard Drawings and the "Standard Specifications for Public Works Construction", 1991 Edition and supplements. 2. Stationing refers to centerline of force main and gravity sewer. 3. Existing underground utilities are shown as per available records. The Contractor shall be responsible for verifying the actual !Ocation and elevation In the field prior to beginning construction of the new focilities. 4. All exposed concrete surfaces shall conform in grade, color and finish to ail adjoining curbs and walks. S A.II underground work shall be completed prior to paving of street and driveways. 6. Sewer ma'lholes shall be brought to finish grade after pavement is in place. 7. The Contrccto' shall request inspection from \he Public Works Deportment 48 hours in advance of performing any work at 714-664-3311. The Public Works Department Inspector shall also be notifieC after placement of forms and prior to placement of any ·corr:rete so that the forms can be checked for line and grade and comp□tobility with existing construction. 8. The walls and face of all excavations greater than (5) feet in depth shall be effectively protected by a shoring system, sloping of the ground or other equivalent means. Trenches or excavations less than five (5) feet in depth shall also be protected when inspection indicates that hazardous ground movement may be expected. 9. The Contractor(s) shall obtain a permit to perform excavation or trench work, as described above, from CAL-OSHA. 10. Pipes in trenches shall be bedded per City of Newport Beach STD-106-L. 11. Thrust Blocks shall be installed on all force main fittings in accordance with City of Newport Beach STD-510-L. 12. Force rnoirs shall have a minimum of 36" of cuver frorr 11:1ished grade. 13. All concrete shall be per the specifications. 14 Slope anchors shall be provided 1n trenches in accordance with City of Newport Beach STD-314-L. 15. All sewer lines to be owned, operated and maintained by the City of Newport Beach shall be video inspected alter cleaning, air testing and mandrilling. All video inspection ~hall be performed by the City Utilities Deportment. Any sewer line found to be instci!led incor"ectly, defective, damaged or otherwise compromised shall be repaired/replaced and reinspected, including air test. mandrill and video, prior to acceptance. The Contractor shall pay the current rote established by the City for aoditional video inspections. 16. The Contrac1or shall notify the Fire Department at 714 644-3106 48 rours in advance of shutting off any fire hydrant 17. The Fire Department shall be notified 48 hours in advance of all street traffic lane closures. 18. All flanged pipe joints shall be ja,ned utilizing type 316 stainless steel nuts, washers and hex-head bolts. Gaskets shall be full-faced, cloth reinforced Buna-N rubber. 19. Flex and transition couplings used to Join pipe shall have all threaded ports and joining hardware fabricated from type 316 stainless steel. 20. Pipe harness assemblies, valve and fitting restraints and shockle- clam;, assemblies shall be joined utilizing type 316 stainless steel all thread rod, nut bolts and washers. Clamps, shackles other hardware may be carbon steel, or ductile iron where appropriate, but must be coated with corrosion protective mastic compound. (see specifications) 21. Bolted connectors fabricated from type 316 stainless steel shall have threaded ports coated w·ith an approved anti-sei2e compound. The coating shall be a minimum of 5 mils in thickness. SPECIAL NOTE, THIS CAPITAL IMPROVEMENT PROJECT CONTRACT IS BEING BID, LET, AND ADMINISTERED BY THE IRVINE RANCH WATER DISTRICT AS THE AGENT FOR THE CITY OF NEWPORT BEACH BY AGREEMENT. DESCRIPTION REVISIONS UPON COMPLETION AND ACCEPTANCE OF THE CONTRACT THE FACILITIES WILL BE OWNED BY THE CITY OF NEWPORT BEACH. APP'D PIP.i,s PRcPARED BY: ~ KENNETH I. MULLEN CONSULTING ENGINEERS, INC. 444 EAST HUNTINGTON DRIVE, SUITE 310 ARCADIA, CALIFORNIA 91006-3768 (818) 445-2212 43296 R.C.E. S-5140-S SHT. I OF 13 I ,I ::,:: c, ' ~ ,{ '.:' i ::, ',:: ~ ! :? r~ i ~ ;· -!; i '7, ,·-: .• ,, a I 0 cc j -• ( • I t t ' I I I I ' ES J.<T. 12E,-AIN 1,J<i, W"'-1.- 10 ,zie.t-1A1tJ--, ,· - L . - \ ' ' I L ~X l':>T je.XTe.l<.I01<:'.'. LlcrH-rJNti TO /<.EoMAIN ~ , c..ONC.1Z-£TE-~ETAINrNq WALL-, \ ~EIS .SITE. PLAN F0!2 Ll"11T7S <SEE' 61-11'. & I \ I I I \ ( I I I I I \ ' \ \ _ ___j __ I I I ' I l I 1cx1.cr. -z,d',; Tfl.r,:e, / --I ,, I ' • ' I I, • 7 ' ' ' I • ' I I \ ~EXl•T I • EDgE Df PAVEHJ,>JT i I r I I • . ~-----teE-Mov,c:, E>'.-1.ST. '.2>z' )-1E.,-Al <>oX lj- ' PIPINq I~ ---___..: -I \ I I_ --- 1-.._._L-DE MOLl61-1 it 12e.MOVE e.Jl.I6'[". Ei.Dl?0/-1 VAUI-T W/M-~. NOTIF'f t COOIZDINA,E. wi-n-1 60UTHl:,IZM CA!-IFORNIA E,Dl,SON --__J -,- \ \_ E.XI~. 15'1C1r:z.A.VIT'( \Sl:.WE.IZ ~ I I I , I I I I I ; I L.,,_ -.-_, ' ' I I I I I ~ EXJ.<T. ia:' cal'AVITy "leiJER, tz..E.Mo..fE-INTE1Zf1=.1Z.tr-J(:!i Pof2.jlo~,. <>EE .Sf!T 4 EXIST. ,S.M.1-\., P,ZDTEGT IN PLAGE PLANS PREPARED BY: ~ ia:"10\/'E fl-.JIE.fi:'..f"U!'.11-JCl PotaTtONG ,SEE C:HT. 4 / I ! I ! APPROVED --· / / 1 ~KE:HDVE AND ~EPI-ACE EXIST: A.C. CtJFZ-13 PEtz LJ..-jlT.S >S:fiol--J..J ofJ _,;ITE PLN-l "'"" e,>-lT. 3 ELECTRICAL NOTES: I, ALL EMBEDDED CONDUITS ARE TO BE ABANDONED IN PLACE. ALL WIRING IN THOSE CONDUITS IS TO BE PULLED OUT. CONDUIT ENDS SHALL BE FILLED WITH AN APPROVED SEALANT COMPOUND CONTAINING A FIBER ELEMENT. THE FINAL PRODUCT SHALL BE LIQUID TIGHT. 2. ANY LIGHTING FIXTURE BOXES ANO JUNCTION BOXES FLUSH MOUNTED ON CONCRETE WALL OR FLOOR WHICH IS TO BE - ABANDONED SHALL BE FILLED· WITH CONCRETE TO MATCH THE WALL OR FLOOR AFTER THEIR CONDUITS ARE EFFEC- TIVELY SEALED. NOTE, -SEE ..SPEGIFICAT•D/4.S r0J2. '5Uq6E&T"-O -SEG/UENCE Or DEMDLIT1otJ AIJD co~STJ2.l.lC-T/ON. No. 43296 Exp. 03/31 /92 -r,.~l .. CIV\\. ~,,,_ E:' Of C~l-1~ • KENNETH I. MULLEN CONSULTING ENGINEERS, INC. 444 EAST HUNTINGTON DRIVE, SUITE 310 ARCADIA, CALIFORNL'. 91006-376B ~~ f---t--~+---~------------t-----; PIJ'a\..lC. WORl(S nt!l£C."r0tl. ~LITIES DIRECTOR !!.E >lO ___ _ CAMEO SHORES WASTE WATER LIFT STATION DEMOLITION PLAN .. , -· I : I • I .. (B18) 445-2212 DATE DATE BY DESCRIPTION REVISIONS APP'D DESIGNED D.G. CHECKED \.1--l O e, DRAWN C.G. B S.C. CITY OF NEWPORT--BEACH S-5140-S PUBLIC WORKS DEPARTMENT SHEET20Fl3 ( , .. ' ' ' ' -'_I: !i ,_) ' -i ' ~, ii' ',~ J o ~ ~I ;;> :::-, ! " -~ C L C 2 s: ' I l c;; :1 '-" -'-"'-);-' ? : I .. ' L' ' ' ,) ' --<: C l. ---i------r:::-------------------------------------_.......,.-------~----- Mtc:TEl2 Pi=l2 DETAIL &HTI07 F==~a, __ -_-z_' H_A_s_of-112-'( cA.P / 27,8:3 Tof'AC. (:Z7,so)TbPCONC. ( IA ll ~) Pl-... EXlc",TiN(j LIFT -STATIOI-J~ 1 ~ SEE DIZ.AINMe DeTAII..-He.REON "y'~- 2.l B'? TOf' A c • ,~.'lC>) . 1,'I. fl-. ~ v../J /1 .:; . ' Pl,A/JTED ARE'A___,____---.___ li!:i-3?.) -roe • D JO\ f.l \=-Y.. c.,t,..c.v:f'. lc><lf:T. G' <!,12.0,\/IT-( 61:.L-JU,. ~l, MATERIAL LIST -SHEET 3 (14.62-) FL / / ~r,; 1 f,Z. 1 P/N.E --v--· VAULT, BROOKS 2424 X 30" WITH PARKWAY COVER, OAE. CONSTRUCT 60" DIAMETER MANHOLE PER CITY OF NEWPORT BEACH STD-401-L. CONSTRUCT CRIB WALL TYPE C-41, RETAINING WALLS H = 12', DAE. CONSTRUCT SACKED CONCRETE WALL. CONSTRUCT 3" AC OVER 6" CAB. COMPANY, CONSTRUCT 6" AC CURB PER CITY OF NEWPORT BEACH STD-183-L. C-0/'-1.ST~UCT ~" >< e/ >< [,&" /~ BLDGIL hlALL. SDLID /\> 6 /ZDOT ALL C.1:.LL.S PE:1"-C.N.13. ,£To. -220-L-- 1--lF'"".!!....j.....,V,0'~ "st !' •• CON.STl"tx:T e;·~e)' "JG" e-1-0CI<' /.,JALL. <SOLID <St120UT ALL CE.LLS f'E./2. C./-.113 STP-'2'20-L--- C-D/-.lbT/2UGT 4' TJIc.c r.c.c. PAD~ 8XI.ST. VA12.IAl3LE I-11=I,.ur w~e 2.1. B3 TOP Af;.. (:2.l.5o)TOP cowc. -, METER PEDESTAL PLAN SCALE: 3/8" = I' -O" ~~-'"STALL METE!< eo;< ~ AN~LE HETE12 < &TOP P!cRC.,N.g ~TP.-50'2-L ' /NdrAU.. l 11 COPPE:R. WATe.eu NE:-.,1"'(Pe: K -6TA. 0-t-'4'5.:Z.2' -j I 1/-t" f;;ISSNO t,J/ l.'5 '5.F THl2!Jijf BLC<:,K _ _\,__3'5. ~7) Nit ...,__.J-!.'.=="-~-Pl'.OTel-T l!Xl~T lllf!J3 '( ~ "',§. , (58 l!,3) "'6 5TI>-o+e,o.oo ~;,;:------'",-\1 '1.j.' 17E.NO ,._,; 1.5 .S.~ T>!Rv.STBl=K ' ------'"",.--OTE LOCATION OF ELECT 8c TELE. ') To CONDUIT UNKNOWN (33 ~3) NO:E.S, 1. 121"'MDVE 4 ~PL-ACEc sq± L-.F OF ~ .. A.C. 6.ll'B. REPAl/2 ,;LOPE i-12EP/..AC£. AN'( LANOSCAPINC-,,} li2RIGAT10>-1 EQU<Pr..iENT Dl.,;TLl12BED TO 1'-.IEW ,Si2AD!=. 1.. EX.I6T AC.CE=~& !20AD -,HALL 81: F'ATCHE:D0 C./<AC.K .SEAL-ED, AND SLUl21ZY ,<;;E,AL'E:D P1210R ID COMP).:ET10N OF CON.STJZOCTiON e,y Ca.lTJ2AGTOI<!. Tl-IE ,SLU/212'{ .S:EAL C01-JST!2LJGTION 6f-\ALL-6c PEJ2 SEGT10N 203. 5, .S.SPf..JC(1YPS lh} THI:. APPLicATioN .SHALL l'>E AT 2000 .$.F PEI'< EXT12A LON<=, TON. • CoN£T12UCT AC. PAV!cSM!'oNT coNSTfZ.lJCT HE.TE.12 PEPE.STAL PE'2 / D!=.TAll-6 A&OVE. __/ CDr-J.STf"uCT 4";,-!ICJL / Pc.C. PAD----' SECTION SC/\LE: 3/8" a I' -O" ' ' J2EJ•10\/E ~ 12E PL.ALE pc C. -SIDJ::i.JAL.,' 1>-fJD DRlv'lcWAY PE.12 o TY oi= NEW po,z-r BEACrl I I 12 E.QU I 12E.l'-1 ISNTS .-- 'OTO. -IIPZ.-L W> It>' 1/ ~ I \ I I I ~ oHss, f>-'i IO &r. .,g P~S PREPARED BY: ~ ' in 0 ------CONGTl<U::::.1-B''><B,":.<.((o" BL.CC.I<!'.. r-'6=.--f~~-~ WALL-. SOLi D GJZOUT ALL C1':.LLG f'ici2 C N-1?:>. --STD -:Z'.20-L (S!'!!.2i)T.C -;2.-'.4'' c.r ~ C:OW&'Ti2l!CT -4" TH IC!L Pee. PAD --=+ (.&cJ."°6)Tc. £XIGT. '2" A.c. O"C.F EcXI-S:T. VAJ2IAi3L£ 1-1~16, ~T ctJ,Ze, SECTION 28 SCALE: 3/8" = I' -O" -N- ~ o' 10' SCALE, I"• 10' 1 I I /; I) 1/ l1/; l,¼~ "'" J..· -" ~ .. c,/ f...V ,._,YO /Ci'# V -10dY ri; J..i>J~ <11/ " (v Cl'.' ~ r,; :,-~I 1 fflwf ' cx:INf-\2--/ ~ _}11 I <:) /. I/; 0~ I "-I II ~ ~ I I I I I APPROVED I I I I I EXl&T. D!<Y WEI-L- WING WALL COMPACT TD 95% OF J / MAX. DE."1-S IT'('-....___..--/ 12.." 2.5.57 T.G lf.\0Tbl.L /,.0fllt:.LT ~e, -PER. PW-I.._ / PEIZ CITY OF 1-16/RJRT tz_e,;:: r--.._/ 1';61CI-I SfD. 1e,7,_ L l~LL <i/' CRUSHED A.GGREGl:JE e'J,..0E 4. E'J/p' SECTION SCALE' HORIZ. I"= 5' VERT r"= 2' SECTION SCALE, HORIZ. cJ " SEWE.IZ FClZCE/.MIN 5YPA0b VERT. WET WELL A SECTION N.T.S. EXl0T '/>..G. PVJ'.AT" 10 I '-' ,,_, "' KENNETH I. MUUEN CONSULTING ENGINEERS, INC. 444 EAS'I HUNTINGTON DRIVE, SUITE 310 ARCADIA, CALlfORNIA 91006-3768 m:::: PUBLIC WORKS DIRECTOR CAMEO SHORES WASTE WATER LIFT STATION SITE PLAN No. 43296 Exp. 03/31/92 S'l;," CIVIi.. < OF C~LI (818) 445-2212 R.E. NO. DATE DATE BY DESCRIPTION APP'I). REVISIONS R.LNI) ____ , DESIGNED D. G. CHECKED '-"OD DRAWN C.G. CITY OF NEWPORT BEACH S-5140-S PUBLIC WORKS DEPARTMENT SHEET 3 OF 13 ' - ,_ r 7 ' rn " C. ii. ~ ::::. :D J_ ~ i,;i -c:: - ( C ( -I...: DIETERICH POST REORDER NO. 113013 • \ 0 ® 0 0 ® ® 0 © ® @ @ @ @ e @ @ @ @ @ @ ® @ @ @ @ @ @ @ @ ® ® ® @ ® ® ® ® @ @) @ @ @) @) @ @ @) ® MASTER MATERIAL LIST 4" DIP SHORT RADIUS 90 DEGREE BEND FLANGED X FLARE. 4" STL.,FLANGED X PE, WALL PIPE. !SCH. 401 w/ STL.WALL FLANGE (CL. 150) 4" FLANGED ECCENTRIC PLUG VALVE, DEZ URIK SERIES 100. 4" STL.,FLANGED X GE, SPOOL. (SCH. 40) 4" VICTAULIC COUPLING, STYLE 77. 4" FLANGED CHECK VALVE WITH OUTSIDE LEVER, APCO SERIES 6000 CLW. 4" X 4" FLANGED DIP WYE. 4" FLANGE ADAPTOR COUPLING, WITH STAINLESS STEEL HARDWARE, DRESSER STYLE 127, DAE HARNESS, 4" DIP LONG RADIUS, 90 DEGREE FLANGED ELBOW. 4" X 4" DIP FLANGED TEE. 4" STL.,FLANGED SPOOL. (SCH. 40) 4" DIP BLIND FLANGE, CL 150. 4" DIP 90 DEGREE LONG RADIUS BASE ELBOW-FLANGED. ADJUSTABLE PIPE SUPPORT, CITY OF NEWPORT BEACH STD-522-L. 4" DIP 90 DEGREE SHORT RADIUS ELBOW, FLANGED. INSTALL STAINLESS STEEL SUMP PUMP (SEE SPEC'S SECTION I I.Oil. 1 1/4" SCH. 80 PVG PIPE AND FITTINGS NECESSARY FROM SUMP PUMP TO WET WELL C AS SHOWN. PUMP AND 15 HP MOTOR (SEE SPEC'S SECTION 10.01). PUMP ANO 30 HP MOTOR (SEE SPEC'S SECTION 10.01). 4" DIP 45 DEGREE FLANGED BEND. VAULT, BROOKS 2424 X 30" WITH PARKWAY COVER, OAE. INSTALL LINING PER SPECIFICATIONS. CONSTRUCT 60" I.D. MANHOLE PER CITY OF NEWPORT BEACH STD-401-L. W /30" FRAME 8 COVER PER STD.# 114-L. INSTALL 36" X 36" STAINLESS STEEL, DOUBLE DOOR, SPRING ASSISTED HATCH (SEE SPEC'S SECTION 5.05). INSTALL 24" X 3('f' STAINLESS STEEL, SPRING ASSIS,ED HATCH, (SEE SPEC'S SECTION 5.05). CONSTRUCT 3rJ' MANHOLE FRAME AND COVER PER CITY OF NEWPORT BEACH STD-114-L. CONSTRUCT 24" MANHOLE FRAME AND COVER PER CITY OF NEWPORT BEACH STD-112-L. INSTALL STEPS PER CITY OF NEWPORT BEACH STD-404-L. 4" DIP 90 DEGREE SHORT RADIUS BASE ELBOW-FLANGED. STAINLESS STEEL SLIDE GATE, WATERMAN MODEL QSR-1 OF-Y-NRS, OAE. REMOVE EXISTING TILE FLOOR AND REPLACE IN KIND. CONSTRUCT CRIB WALL TYPE C-41, RETAINING WALLS COMPANY, H = 12', OAE. CONSTRUCT SACKED CONCRETE WALL. CORE EXISTING WALL, INSTALL PIPE AND DRY PACK. 8" X 4" FLANGED CONCENTRIC REDUCER. CONSTRUCT 3" AC OVER 6" CAB. CONSTRUCT 6" AC CURB PER CITY OF NEWPORT BEACH STD-183-L. 6" DIP SHORT RADIUS 90 DEGREE BEND FLANGED X FLARE. 6" STL.,FLANGED X PE, WALL PIPE. (SCH. 40) w/ STL. WALL FLANGE (CL.I50) 6" FLANGE ADAPTOR COUPLING, DRESSER STYLE 127, OAE. 6" FLANGED ECCENTRIC PLUG VALVE, DEZ URIK SERIES 1 OD. ff' STL.fLANGED X GE, SPOOL. (SCH. 40) 6" VICTAULIC COUPLING, STYLE 77. 6" X 4" FLANG0ED CONCENTRIC REDUCER. 4" VICTAULIC TRANSITION COUPLING STYLE 307. 4" SLEEVE TYPE FLEX COUPLING, HARNESSED PER MANUFACTURER'S SPECIFICATIONS 4" STL., FLANGE x PE, SPOOL (SCH. 40) 9 C.,ONSTl2VC.T c;;'x~'':.,:i!c:>'1 BLOCK-[.,JALL, .SEE .S~EET T ' -·~ I (J_735) FS. [ I ~~ , s'-,o" so. <TYPI • 1 NOTE: ALL PIPING AND CONDUIT PENETRATIONS OF THE WET WELL LINER SHALL BE SEALED PER THE LINER MANUFACTURER'S REQUIREMENTS AND SECTION 9,03 B.2 OF THE TECHNICAL SPECIFICATIONS. ALL BAND CLAMPS SHALL BE TYPE 316 STAINLESS STEEL. INSTALL fvlETB< e,ox & ANqLE HETEf2. .STof' 1'1=12 G.N.5 .s-m-502-L C0b.J&Tic0GT 4 PVC. FOJZCE ivtA.ltJ., ' &EE .Si-IT. B FOIZ C.Of-'T'INIJAT10'-i &._ ,,' .. ~_•··. ·.:• __ _j I ~-~ ))I~~~~~-~~~=-=---==3---3'-10" SQ. (TYPJ w--', : 1/ A ,;,ESTRAIN TO-===---~t=-=-~~~~fl-·\'F--1 A ' I' 1'1'TYPJ ;, : / •~ w,cc ' ,---...-,T ~~':> ~ 'i:-1 ~ 0.: >- 1-- ~ ci {/) 0 ,------>,,--+-----'--, '':( 1)..7 Rf!.Move. J, f(.EPl.ACe t {.,~ I{ :~~l,~~~o~~~~L) I. \1 . ,, \ i \ I =l() r<J _____ _J --------(L >-1---1':l ----1 • .;;_:;.\ ------ 10 8 ~J I I I I l!sNEL.14.63/ se.e E,Pec.l F[C.ATION6 6.P. SEColON,f FO!<.Ofl.D!l~ OF' J.<.i012K -----I I I ( SECTION A NOT TO SCALE ,J¥i' I ·; _· ---i ~ " < ( . ' '. "" i ~ : t .. ,------- 'f( u i, ~ ~ IPU'1P ,Jq@~ 44 \!/' ~~12.!SM()\/E .t, 12-1'.P'l,.ACe; ~)( 1-6,. DOOR. ( o!'CE'-~ !Ji.., ~ SP!c.C'5. 6!"GTION II.OZ) ~0 \ • ~I\ f-7 4 -'---++. 1e,.(;e>) r.w };_~-"m ~j::ffl;fi"::::;l 42 , _, ~ . ' ' - -.L '--, ' q ! . 54 WET WEL -IN,<;TALL HfADB:F' .sorpo,aT PER• DE"-JAIL-ON ,SHT. 5 C,yp. -3 PLA.cEh) C EL. >5,e,e, •• -~ CDN&T~UCT 1'coPPE~ 1,JAT!cl2 LIIJE, TYPE K 4'-0'' ~c~=.=:=:::~:be-1_ ----J L ---~ ..,.....-,-r,::;..-n ----------"=,.,":...+,,..;-"r+-i'--t-r-+--+.:,++.:t-_,;;=:;..+-=;__+-+~~+4"""'----+--=;::;..-+-+""":--+--1._ '.l' ,_.s._..._ 11-91/2"• ~•,, @""' ® 3'-4-7/~" j'-31 'i'J' \ 0:: w o...z W3 Wo 0 L (fl - _.I z id: 3i w \-0 z ~ .,?§z,, rq-~ ~}(..\b\. GP-.l,K-ED RESTRAIN TO WALL CONC,. WALL~ ~l'oFESS/o ---~'\~:W ,;;i"-\/10 &r. \1\J Ii'- -~-~ z \20.J\ & ~ ~\ 0\ No. 43296 Exp. 03/31/92 • / @( @Y '(Sl _,_.;_,; M 4-10'' ' \ 80 I J ---g L _ II-JV. ELl4. ~ ®L_ 13 5 • INV EL. 19.55 IMI. EL 14.6'3, INV EL. >4. 6\!- WET WELL A WET WELL B e'L. 15.BB ,.,,.,..,-- ~" e cl! ' "' ' It> ' A l"' ._ . ' >--1--..., $ 0-'.Z.I ~ 1, t() 7 @ -~-t-L----,---... 6" (rYP) PLANS PREPARED BY: ~ KENNETH I. MULLEN CONSULTING ENGINEERS, INC. I EL 15.Se, EL 15.BB ~. . . I ii \ • (0-1 ±(FIELD VERIFY) I I FLOOR 8 PIPING PLAN SCALE : I /2" = I' -O" . APPROVED _.t:sx-., • ~st- \ EL.15.00 INSTALL 6" SOR-35 INSTAl.~ IP" GOUPLIN6r APPROVED I /;' 1/~-__,__,__ PUBLIC WORKS DIRECTOR CAMEO SHORES ~TILITIES DIRECTOR 1---+-_Jf---------------t------1 R.E. NO 3f\J'fl WASTE WATER LIFT STATION FLOOR 6 PIPING PLAN 6 MATERIAL LIST '.3tl7'l'l DAT~-----------1 ~ •c: ~ I " ~ I I I I D ~ u: " ., ~ :• m C 1,1 ,, "' s'. I I I I I .s-,;l Cl\/\\.. r:f/-•i'' e: o, c,-u~ H4 EAST HUNTINGTON ORIVE, SUITE 310 ARCADIA, CALIFORNIA 91006-376B (BIB) 445-2212 43296 R.C.E. R.E. NO. ____ _ DATE __ '2._--z;_;i_-_"l_'t-__ DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED D G DRAWN S.C. CHECKED W.D.B. DATE z/<c/qz. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5140-Si . , "' , SHEET 4 Of 13' • ,11;\',, J .. 1 ; j :...: : --( C CR\LL EiC. CWC,. FLCD"" , l""'1Ti\LL ( 4 t "/4' O,,Tl-lNL.E0? 0TEEL P..l)L']l;, A.ND DR'( Pt,CK ("NP !=ACl4 PUMP) ti. ::r ,!) ' <') ~-:, ().. ,;- "- 'dJ ~ ' E.L-. I?. '!>7 -,!\ -(v • EXIST PUr,-jP l20DM • ., \ . . ' .. ,. ... • V 9. • V SUCTION --PUMP No. I SECTION SCALE: 1/2'" • I' --O" lcl<I6T-f"UM P Rool-1 4' DISCHAl2q£ HEADE.I<- CJ l "i/11 l-77r, ~ . ' ' . ' ... ' • 9'' \9'li 10" 1Vf'1JF P'ED!c"T"AL.. ~ ,r\/1--~~~~H~-- " v· • "' "! "' ~ •• • ·.,.· •• -'----'>"'---'4==-----~--f.-• • ~--~: ~ I ',·. '. . , . ' ~ . "'----' _:.,..... ·_ 'I+ ~ , SUCTION --PUMP No. 3 SECTION SCALE : I /2" • I' -O" DIETERICH POST REORDER NO. 113013 •· • Frof'C0f=D J,..leT WELL A _±__Eel. I/;, 7& 'f' Dl&<'..1-\1>,Jeqle = 4 -, ~ 10 I -~ ii G'> ... '► ... __ DISCHARGE --PUMPS No. I 8 No. 2 061-lDet_AS,T EXls;f CDNC, 0JRFACI= (9EE= 9PE=C.'C,) SECTION SCALE : I /2"' • I' --o•· 4 5 '* r-- ' \a \<1 ' -,n I Cr -+ • ' ' 6 • -' <t e\.... !Zo. 33 I -4'' l11c.At71'-P.. ".Fl --.m ;f ;.,-,.,_ "' . Sf "' " ~ ' ·,o T DISCHARGE --PUMPS No. 3 8 No. 4 SECTION SCALE : I /2" • 1· --o· +I +-I I ' r--15 ------ lo" \J.C.P. EXIST. PUMP ROOM E.X\S T .JET WELL ' , " = -' ' r ,_ r ,, EL 15.31 TOP OF CONC-"' Pf;DE:61",t,.L l --------__J A 11_q)lz'I 0 11-11/4" -• ' " SECTION SCALE: 3/4" = I' -O" • • • ' • 6 . > ' • • ,. · . .,. • • •.·,. ' ¾- ·[ (c',:; e" 1-'Z oFESs, i'V ID ' -z. "' "' "' "" 0: ,, No. 43296 Exp. 0J/31 /92 "'~1t-CIV\I.. ,Jl-",..- o, c"1..1, . . . . ••• . ' . •. ,. 0 il-lCiTb-LL I i/4'' 0-IECI( Vb.LYE=, LJNict-1 N--ID PLUG VALVE.. ---'--EK10T. FO'.Jfl f.t3 A.ND "1LIMP VALI LT. SECTION SCALE: 3/4" = I' -O" PLANS PREPARED BY: ~ KENNETH I. MULLEN CONSULTING ENGINEERS, INC. 444 EAST HUNTINGTON DRIVE. SUITE 310 ARCADIA, CALIFORNIA 91006-3768 (818) 445--2212 43296 RC.E. 1 2 3 4 5 6 ffi 9 10 14 "<& ,.0_'1,-+" .1_0_1/-i-l' 4' -5 ~ ___ J PUMP No. 4 TEMPORARY SUCTION PIPING SECTION SCALE : I /2" = I -O" iL E)(IGT. 6' WALL PIPE <l ' 4 -sj- • -.JJ ().l 2 ~~ ~2 'o:i ~ 0 EL 10,?i1 -' TOP OFCO,-,:. Ll\ Pl=DE'0TAL e,'(Z:' = 4" DISC-~Allhe l·HS,l,.De;,:,. (l • .. ' ~ +--~, ~-r--,-~I 1/4 v SECT ION SCALE• 3/4" = 1 '-0" PROVIDE CCNCRE1E 1~-7~<'.CUl½' OK BIiie.ED FRAME PE{<. Mt,.NUFt,C[UREIZ<. KEQUIREME!,rr:,,. 'NET \'JELL It-NERT 0 SUCTION • PUMP No. 4 "'SUCTION -PUMP No. 2 SECTION SCALE• 1/2"= 1 '.-0" I HEADER SUPPORT DETAIL SCALE: 3/4" , I' --O" MATERIAL LIST-SHEET 5 4" DIP SHORT RADIUS 90 DEGREE BEND FLANGED X FLARE. 4" STL.,FLANGED X PE, WALL PIPE. {SCH. 40Iw/ STL. WALL FLG. 4" FLANGED ECCENTRIC PLUG VALVE, DEZURIK SERIES 100. 4" STL.,FLANGED X Ge, SPOOL. {SCH. 40) 4" VICTAULIC COUPLING, S1YLE 77. 4" FLANGED CHECK VALVE WITH OUTSIDE LEVER, APCO SERIES 6000 CLW. 4" X 4" FLANGED DIP WYE. 4" FLANGE ADAPTOR COUPLING, WITH STAINLESS STEEL HARDWARE, DRESSER STYLE 127, OAE. 4'" DIP LONG RADIUS, 90 DEGREE FLANGED ELBOW. 4" X 4" DIP FLANGED TEE. 4" DIP FLANGED SPOOL 4• DIP BLIND FLANGE, CL 150. ADJUSTABLE PIPE SUPPORT, CITY OF NEWPORT BEACH STD-522-L. INSTALL STAINLESS STEEL SUMP PUMP (SEE SPEC'S SEC. II.OIi. 1 1 / 4" SCH. BO PVC PIPE AND FITTINGS NECESSARY FROM SUMP PUMP TO WET WELL •'c" AS SHOWN. 1B 19 3 3 3 40 4 4 4 4 PUMP AND 15 HP MOTOR (SEE SPEC'S SECTION 10). PUMP AND 30 HP MOTOR (SEE SPEC'S SECTION 10). 4" DIP 45 DEGREE FLANGED BEND. VAULT, BROOKS 2424 X 30" WITH PARKW,\Y COVER. OAE. INSTALL LINING [SEE SPEC'S SECTION 9). 4" DIP 90 DEGREE SHORT RADIUS BASE ELBOW-FLANGED. STAINLESS STEEL SLIDE GATE, WATERMAN MODEL QSR--lOF--Y-NRS, OAE. CORE EXISTING WALL, INSTALL PIPE AND DRY PACK. f!' X 4" FLANGED CONCENTRIC REDUCER. CONSTRUCT 3" AC OVER 6" CAB. CONSTRUCT ff' AC CURB PER CITY or NEWPORT BEACH STD-1 B3-L. 6" DIP SHORT RADIUS 90 DEGREE BEND FLANGED X FLARE. ff' STL. ,FLANGED X PE, WALL PIPE. {SCH. 40) w/ STL. WALL FLANGE 6" FLANGE ADAPTOR COUPLING, DRESSER STYLE 127, OAE. 6" FLANGED ECCENTRIC PLUG VALVE. DEZURIK SERIES 100. 6" STL.,FLANGED X GE, SPOOL. {SCH. 40) 6" VICTAULIC COUPLING, STYLE 77. 6" X 4" FLANGED CONCENTRIC REDUCER. APPROVED o, INCITALL IZ'' OF ?J/4'' OW<;f<EO 12.CCK APPROVED CAMEO SHORES WASTE WATER LIFT' STATION PUMP SECTIONS S DETAILS A TING UTILITIES DIRECTOR R.E. NO. :se,,-,") DATE DATE t.-'l.i-~i,_ BY DESCRIPTION REVISIONS PL.{BLIC WORKS DIRECTOR R.E. NO.-· --- DAT~---------1 APP'D. DESIGNED D.G. CHECKED W.D.B. CRAWN S.C. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 5 OF 13 Ii I I I I I i • •• •1' -. ~: 8 -r " 7 ,-: • • C ( • C· -,, I i ~I \J iJ; u· "' . ~ 0 ' ' -!,:! . ,,, PHA&E. It - t"" 2 a -:, I-' ~ PI--IA&i=-I 1'-0" 14-G" !)" ei'-0'1 11-o'f EL, '2.7. 50 11-0" "'-4@11'' I '~"'>Z-r ""4@ 1:2."o.c. " r l'.l , t-o"LAP I'-/ I ~ IJ''(P-) -3 .. , . .. • ' • . . I . • •. . • -6.-'o -. -~ .. ,; . "'' . • ' ., -'l.-0"1-A-P l.t0 '1l li"oe,o~ "f" -:U "-. - 0~. / <( . :!,-0" LAP .,,.. ~ .J *0011" l 2,'-3" '.<;> sl'G,@1'.2'o_/ I ,~.i C-LIZ-, "l -iS-~0'6 _J • -l"s ,it4@ Ii' o.e,. t'cui: .. ~ . WET WELL C 3' CJ.$?. ,_ ,_ . ,l!,4@1:1." 0.G. ., , I r,.: • V "f@IZOc.~ .•. ~ -.~ I',. • .• ' . ' . ' .. :i' •· • .. . ' ~ LINE ALL h!ALLS "'i pv.c. LINEl'Z 2' o" LAP TO TDP OF FILLE / EL.14.G5 ~-r'(F') . 0 -'.? --jl /at,4@ 1z''oc _j_ f------ ' ' -\<) "' I • .,, j I ,-• . . . . • 0 --~ .• • ' . .. . . . Oo' z'-o"LAP C~'(P-) . .. . . ..,;,.-:: ... -. . . . ¥ • ~ !/ ~ " • _ _, 'lee ""0@1'.Z"_} ...l ,z,o"LA9 ·a 0 ,0 '\<) • _, N 6-0"LAP -.._ fCL". •• .,__ WET WELL B l,I z' CLJZ. ,.4@ rt'o c-z r--,. . "-"4@/l"oc. 1-. "4@12"0.c.-<: _ £ TOP OF FILLET· "o ,-• ·a ' --o,{) . ' "' -"' - ' '-. . . -... ll," • -. . . . . .. ~"'-•. _.,,_,. I / ' ' ••• CL <( -l ~ -~I~ \, ' «) i'-_;e 4@11." 311 C.L 1-i-JZ. - 'o -' "' ~ "a . I -~oodi,0011,::.0 l ~ .ti (IG\q 1; ... ~· • 0 I I • t 0 • ''.f" • , .. tl11 uo ',10 \l(l g 1..'-o" pO -l •"c,13 , ,1 0 •• oo'O., o C-d' I' id~I ~ill,•, q <Jo I 0 12.'-0" ' 8 ., o'\01:10°~~ -4l-4@1'.20.c.. o 0'-' 7'-' 0 •o ••• '·-• "· ~ . /1~\i • \'\,_~'I',.\ INS-Th.LL l'Z." OF / ~\\\ ' ?;/4' GRU9WED RC.Cl<. -Ji', WOTE, Cl)1'JTsz,>.cTOf2 ,s°wl,LL LINE U1'-JDE/2'51Df". OF ~F &LAB AND ALL WALLS To TOP OF FILLET wrn.! PV.C LINE.12 PE-R .S:f=_C7io,-J 'iJ OF Tl-IE SPE.CJFICATtON,S. SECTION SCALE: 3/6" = I' -O" ,z_'-o . ,. ,= I I ' ' 1..'-0" I CO\\P,I.CT TO %¼ '---Mf,y,_ CEN01T1 \~\\\ l'-c;" LAP = ~ ~ r---C', i I -~ -"" -- ,z"e,uz. .. 0@12"j L'--,j/'4@ 1'2." O.G. a 2.'-o'' ,114@ 1:1."o.c-~ EXI.ST. l.lFT -ST,A.T10N HAU.. ---~ - .. .. ' ' ' t• GU2. ·• . J • " • ii'! IU • . ~-l>-"'4@ 11" 0.(.. ~ r' d1 IZ°LAP(T~ 11 k," . , D0l,.IEL 4 .J1c4@ l'2."o.c-\ f -7a~T ~ • ' <( IFT ~ .J •. EXI.ST L ..STATIOI--/ "-IALL ------• . . . ~ ,_ .. • . • --' : Vi e,,ATTEI"-, I '°4@ 1:z."o.c,\l"s '« d-~'-i'-~·u,.p ;yfr: • . ~ ....... -• . , ~-"'4=,n. . . • ~.''II•• f I .. -• ~ \\ ~td· ~00 LAP '2.'-o" LAP .. : ~ I I 3'-0LAP .• ·o 3'-d' LAP ,.._ .. --'"'4@ 2.4" o.c.. \ L '"'G@ 1i' o.c. '4 "" \_'°'I',@ [2" O.C-' WET WELL A WET WELL B . ,i.-4@ rt o.c. •• • ~;i,4@ n." o.c . ... ,te,L~. l'-i:>' f !!/~\\\ ( IN0T,',..LL 1'2." OF ?/4" CR.U0!.-IED RCCKSECTION 1.'c.uz. I I e.'-o" I I I z'.o· I ; I SCALE: 3/8" = I' -O" WET WELL C r'-o'' , . . , • , l'-.J>4@12"0.c. ' . •· i,.--¾& @ 12" D C . EL. IS BB l>-16-ALL LliJEl2 1b LE~L-L.INE 6LIoi,: <'iATE OPE;.11/Jq- S~ie De-TAIL. 'A1 (BUBBL~) • .. •• .t,f@ 11" D.C. " g ' c0/JTR,oe'JDR .Sl-l;\.LL G nJE '5\!12PACE Of )3(1"1: (.SE!'-.SFl=.CG) LEA),.] . CfJNC. t-- "1; lil l'i' o e, r - ,I~ =D / 1·. i<l '. I •• 1--,, : . I ' \ ., '-'.:- .. c.. ' . WET WELL A • '¼>@1foc< 4@12. oc. v-<11': " . 5LIDe caATe 1- tcu2._ /I OPE.NIN<;J-SEe r V~,AIL. 'A' I (W85Le) -2·-0· / I Ir---3•-1· I "" I/ , .. 'c ' :1 ~ 1:, « 1--:-•. ' 'o ~·"" ~ .' ·;, :1. ·.:. I 'N .• I • ',,;,• . '·.< . ' ' '' ' .. •, . ..... ' .• j ... "" I) • --SEE B!cl.D • • • -· s:, ·-. •s .. ~v . "-,. / I) or,Ooo .. d ;·•·· 11 •0o. DETAIL (9\ _;---r:-2,_6 , ••~4@ ~ OC c.6 •o= l,J LEFT'\:::_,/ I \\l'Z\\l ' •~\II li-10TA.LL 1'2.' Ofo/4 OZU9..1ED F<DCl<- 2•-0" I\\~ I\) SECTIQN 19 SCALE: 3/6" = I' -O" •• 11-+------ ' • 7_':o'' . • ·~-• . . . •• .• '. • .. • .. - v---"""'@ 1i'o.c - 5"c.L.J2,.. - Z."CL.~ . £L.,. 15.BB INSTALL Lli-!E/2 To 'a LE.VEL LIJ,.JE ' i.<l "«l ' - c:, ' - --,\\\ • A '. • 1,5" LAP .. ~ .. -f" (~yp.) DETAIL SCALE: 3/4" = I' -O" J,:)(1.ST. EA<sTO'-LY LIFT &TATI0N l,JALL -~ (PW\P 1'-1':C 3~4J ~ ~ t, ~_,_,\,,1\--,..-'/IIL-~-.. , o· ' ·•· ~ • ' ·o -' N <._ ~ ~<1>4\s El<TF'-A-......._ . .• ·• '. ·g ' .. . ~. 0 . •• 0 ~ _J . • " .. ~ ..., "' C1'ff.) <J ~ \<) <.J DETAIL SCALE ; I" = I' -O" --:z."cLJ:2.. (TY~) ....:; ,_ . "' ~ ~-i-, • I o • . . •• -TO!' Q.f fOOTIN"i / ' •. . a ,. • • l7 .. - • 4_ OF WALL ----1-, -c-. . V E.xl~T SO\.JT~EieL'( l-lFT .STJ<f10,-J WALL -------- [PUt-1P N".s I ,\2) ct oF WN.L P1<0FO,.SED WET WELLS PLAN SCALE: 1/4" = I' -O" Dll!TERICH POST REORDER NO. 113013 e>'-o'' , d' I - b. .. -r----. 0 • V • q ' . .. KEYWAY CONSTRUCTION JOINT SCALE : 3" = I' -O" !'-□FESS/ p_\/ ID " "' "' "' 0:: ,, """' @ 12"0.c . ~~ ~ Z':C.u<. ' . --""'1-§12·0.c 0 . • .. • -• <> •. ,-•• 0. 1'-e," \"' _J . . I\ ~ ,.___ "4@ l" i..1--------I O.c. . • WET WELL A f'CLR r-t------·a ' ;,, ·c, ' 1..'-0· -" ' I r / ~ I ~ *4@ 12"0.c 1 ,i I .J .~ .,., . EXIGT. e,' i..lALL PIPE.I\-fl/4.-~ /'.P~t-1PN~4 Of1L'{)-!f ~--~~ f e .f uMP N'?'.s 1 ,~-s.~ cOizE. XI.ST. WALL-">",(, fr lt-JiTALL • • p. R~ •PE. D.J.P .t/ WALL fLe, . .lf' ND D'2'( ,:>AC,'. ;,,;. f"EC-E.&i,A£Y·-I=~=-...l,:,,b,ld!,,'iiml::~jjf-....l.--l ~ f'cJl1P W4-, COl2E E,<1,;;T. WALL- 7 " 4'·co121Nc; Of'E.AAT10N MA'f E.NCOl)tJTe,Z C-I. WALL FLAN<!ie ii<' • . I j b, . . • " .. ...:; -. . . ,' I ►, ~-------/* NOT!cS, ----.... '\ \ .• • ' .. t----~z~·-_o_" ___ --+---=2_'•c.o_"_j '\.,.4@11'0.c ~11 .0 DETAIL SCALE: 3/4" = I' -O" /. .SEE Q""( PIT FL.00/2. PLAN FO"-LOCATJON& . I'.. WALL PIPE.S po,,. l'U"1f'IS' o~4 6HA/,I.- NDT f',E. IN.STALLED oN-rlL E-:x'I.ST. WE-r W!".LL I& fl""'-MANE,'JTL-( 12E/.ioVED f=F<DM 8E.RV1c.e. DETAIL SCALE : 3/4" = I' -O" PLANS PREPARED BY: ~ KENNETH I. ~ULLEN CONSULTING ENGINEERS. INC. 444 EAST HUNTINGTON DRIVE, SUITE J10 ARCADIA, CALIFORNIA 91006-J768 (818) 445-2212 43296 R.C.E. APPROVED APPROVED 3. ALL EX~. WALL PIPES >'; WALL !='L,/>,NcjE.C Af2E TO E'S£ /aEMOVED AIJD Dl2-{ PACi,<E.D. Q,-fd ,~ PuipL1c WORKS DIRECTOR ilNGUTJUTIES DIRECTOR 1---+---J-----------------+---l R.E. f'IQ,, ___ _ CAMEO SHORES WASTE WATER LIFT STATION WET WELL SECTIONS 8 DETAILS R.E. NO. -~38~1'l~'l~-- DATE BY DESCRIPTION DATE REVISIONS DAT,~---------'< APP'D, DESIGNED D.G. CHECKED W.D.B. DRAWN S.C. CITY OF NEWPORT BEACH S-5140-S PUBLIC WORKS DEPARTMENT SHEET 6 OF 13 I I I I: I I I I! I :..:, ~ c-, g ' ,; I I 'I I ' I J:: ' ': ( ' ' ,I , I -' ( C ( • • SECTION SCALE : I /2" = I' -O" PR'-<l"lELL PJ=HO/E EX:101'. l¼IL9 E; R:S,Ts, NORTH ELEVATION SCALE: 1/4" = I' -O" IN0T.b..LL 2." Blk. CA-P ~ CON0TRUCT I,," < {p" x 11,,_" -~ -CONG. e>LK. WA-LL '::OLID GROUT REMOJE EXIST CONG. CAP,1 JOIN. CQ.\srRUGT Cl,',: c;,"x 1c;," CON0 1'7LOO<. Wt:..LL Y'.JUD GROJT. WLOR 6 TIPE TO MATCH EY.IST. WA..LL L..ll-('2) #-4 ..-,,,.-'it-Co@IG,"D.C ;to 4(T'(P) (\J '2-'fi' ~ GUZ- ' :z (\] --::i: VEX:IST. CONG. WA-LL SECTION SCALE: 1/2" = I' -O' WEST ELEVATION SCALE: 1/4" = I' -O" I b" ~ '1f4@ 1'2.' \' ~ # •· . • .. ' (L .. lo -<( 0::: ...l d a..: " . ' ' ' 0 ~~ ,, st4@ 12 ' ~ ,i ' • c:.J ' • r.l • -. L ~-t • •• ':4 . •• • ' . • --. A ~ . , • • 4t4@1 2•'__,j/' CORNER WELL B . "' r . • . lo A . • . (L ' lo' -4 l'S a? * G,@ l'Z.'' . ' _J . 0 ' ' . ;,) r-: 4; ' (\J -' 0-1 '--' ... I• ' ... ~ . <I .; ' ~ C. . " [" . ' ' ' .:. ,f· ,, .. ~ • , ' ' • "· 7 r: • ., . "· • 'it Co@ l'Z. :Sc? C1t4@12 1• ~F .._,, ,, CORNER REINF. WELL A 8 C DETAIL " , .. @ SCALE : 3/4 = I -0 Qi /"IXlWEL INTO E.x. / WINGWALL P-ND PLACE CONG. TO CLC9E.04P DOWEL. E:-X. WIN&NAL~ W / "'4 6A\2. AND ·n f;. INTO WALL RE:-INF'ORGE:ME:.N1 }, " ' . \ #G,@12." ---' . '\ ' ' C\ • l'L I :1 r-,, • {l._ #4 @12' @12." ti (p .J ~4f4@1Z'\\ ·o 5 ~ ' lo ·' . ' "' (\] ' 0l " • .---- ·~ b .l - . -. . -; ~ ,; . ' . - ' . . ' [l__ . : ' ~ .. .• D • c,J <( ., -_J I ~ • I ~ . • .. lo ' -tt 4@ l'Z.'~ t, . ' I>. 1 '• *4 ( @12.'' • • l 6 ~ -L/ V STRUCTURAL NOTES I. fc ' ' 4COO p<?i FIB CO/.JCRETE 'Z. fy = GO,CX:O p,;,'i FO~ F-.E tf..lFOt<GEMEITT ~ CON.FORM TD A.tbTM A CD\i::, 6t<ACE eoO 0TE:E.L. ~ 1"'1t-.l lMUM CO/ER iOR l<.El~FCRCEMEI-JT' o., J CCNCRETE AGAIN9f 'oO\L -o" b°) OTI..IEK A.RE/>.. -2-'' C>R I'' AG 1-JDTE:D 4. ~OOF 0LAE? DEStGiNED FOR H ll:=> LIVE LO/,.,D. + (2) #_G,_~ #"(i,@ 12•' O.vCNf.) [X)WEL E'/. CCN0 DECK @ 12•00 (1'ff') 11--1.SiALL 80" F12AME l;-CO\JJ;:.R SEE. CI-JB -$'ro -114-L.----~ ( 4'-4Y I 'L_ \ r IN0T/s.LL '2.4''Fi¼ME Ei CO/ER. 0EE CNB 9>"TD. • 112-L j_ Ci, 'It G>@ vz·o.c DF.ILL .>!; GROJT MIN. 8' CNP.) ~-• -----; I l~C'"'"'f- , s] -o '2"UR. CNP) 3 # q, CNP) ' t~<5(E) •• CUT ~FIELD \'?END #G, !'} it4 UJ<.9 A.0 <:,\-10\\/N EX. 10T. f<CX)f CEO<. i-=G,c....'' --+-.........,~-......,c..-=~-+ ~" 1'-01' # 4@ 12."(E') tJOTE.S, I. £:XIST. CONCl2-E.TE. &0/Zfl>CE& .Sf-lAL..L BE SANDSLASiED ~ CHEMlCAL 60NDINq MATEF<-IAL APPLIED f/21012 TO PL-ACll--lc", cONCf'.E.TE. :Z (E) = E.X~T>NC'; 2,. CONTAAC.TOR .S:HALL f'.E.pl-AC~ M·N EXI.S:T l'!EINl'0!2q;:.MENT Ml2,:; /Jo.l 1<.II--ID IF T.IE E'XI.ST. BA/2 IS I--IICl4cD, CcJT oiz DAlr\A<aED €,'( T~E. CONT"'-AC-Tof2. T.IE NEJ..l Mi2-& .S,IALL f>Je DohlE-U.D 1'1 Ao..JACP-IT 1D THE-,:,Al2 To E!>E l'-EPLACE.D A MIN. OF 12' QeEP. [eEJCE.12,4.ICE. DE.TAIL@ ' s EC T I ON SCALE: I 1 1 = 1'-Q11 PUMP Kr:tJM (2) #C,, rz.•. 10" 1 #4 (TiP. ! I ('2.) #<o0@ wnm oF 9..AP-7 ( T'f P ) ------1 ~ l==t==tr,~~~~===;=I = , I I + ' ----+----~ j~ -(.z) 4t 8 (NP) SEE SECTIONS FOR TIHCKENED ROOF SI.AP.:> E; ADDlrlONb.L KE IN FORCEJ\'\Ef-IT \ P,I. ALL ~I'!:_ e;El-le& E\ 1-\OOK~ Sl-1A.LL C.ONFOl<M. TO AG I W!LD/1'-G CDDE ~EQUIREM.1=1--IT ~ ~/Nf"O~ED CONCR~TE (_AGI 3 IB-8")) 1--+----"-----"---------+----+------------'s---1) No. 43296 * Exp. 03/31/92 .s-l'-1r CIV\\.. ..,,_.,.,~ < or c~u~"' * I MATERIAL LIST-SHEET 7 INSTALL 36" X 36" STAINLESS STEEL. DOUBLE DOOR, SPRING ASSISTED HATCH (SEE SPEC'S). INSTALL 24" X 30" STAINLESS STEEL, SPRING ASSISTED HATCH, (SEE SPEC'S). PLANS PREPARED BY: KENNETH I. ~ULLEN CONSULTING ENGINEERS, INC. 444 EAST HUNTINGWN ORM:, SUITE 310 ARCADIA. CALIFORNV\ 91006-376B (818) 445-2212 43296 R.C.E. Wit22 D E APPROVED ~ LITIES DIRECTOR R.E. NO. 381'1~ DATE "l. -'l. 1 -'l'2. ROOF SLAB REINFORCING STEEL SCALE: 3/8" = I' -0" APPROVED 1--+---+-------------+--l Puiliuc WORKS DIRECTOR DATE BY DESCRIPTION APP'D REVISIONS R.E. NO. __ _ DATE ______ _ DESIGNED D.G. CHECK£0 W.D.B. DRAWN S.C. CAMEO SHORES WASTE WATER LIFT STATION ROOF SLAB DETAILS 8 WALL ELEVATIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5140·S SHEET 7 OF /3 I • I I I I -a 5 ,:, C, '' ,~ ]' >= u , ... ,. I ), ·~ " I I- , ' '"' ' ,- :;, ,J I : ~ !.c ~ i "'' "' ti , --I ---. - -_ -_- ' • --. .. . I. ---- 0 LOT ·A ------- 4" PVC LOT 160 ~ID --PLAN-FORCE MAIN MANHOLE N.T.S. z+"D!k MANWOLE FrzAMe t, COJEf.Z.. PEfZ 0TD-I 14-L (.) 4 I ½j ~I, I I I I fil'~iz CONo. ""'"' ,. 11': . . l'fl• r--·-.. ,,,-ADJU0TING IZINCi0 f ~ A0 REr;i' D- t..':.,~· i----""-."-MAY-..' 1ftr MIN.· 5" , • l=j] \\ TOP 5" 0 '21/2" RIN'.30 •4_F"":'il__....--~----\~:--\~,-'2i.-Ept:; A.0 PER , '?T'D -404--L ', ~ ~r--l>JSTAU. PIPE .SU~T · .. " • , '. J lJNDEIZ TEE P/i.l'-C sJ 5, . I STD-52'.2-L 7 1-0" DIA.. -SECTION-FORCE MAIN MANHOLE /26\ DIETERICH POST REORDER NO. 113018 2 • --' -C--- ----- LOT161 :ffi §f 3 ' LOT162 PERHAM ROAD ,, e, ~ r-t~~ i,ci, A ~ v SECTION - ---!--- --~ /\ e:XIST'. ;'J" VC.P ol'-WE:-1( 14' N.W OF ST' <f F1/W I ---- I --•••• i-------------. I. ------ ---- ' 5 t:;~/!'iT. 8'' WAT~/Z '1' M.1,{ OF -ST f_ -- ' -- -s - -... --.. ·w-- , ",1· __ ,\1 ~ \v'( + 'SJ' GORHAM DRIVE -- ~ - ----+----+-- -I. __ - ' ' ' - -~ I I I - kl I-ll I II I 6 -- ---.. - -- , - . ---- r I ' --_l._ __ _ -T =- - -:_ - YE _o 1111 E _ 7 MIN. 5E-PA"-A1'10N e,1o-rwee.1--1 Ec')l.t6T.C NATESR. LJNe6 I(: PRDPObE-D F'ORG-!a. MA1'1 "7/lAU. SE'-12". FOl<&EI MAI"-' OflAl..L f',M,!& /JNDE:-1'<. WATE:-1'< LINE:-:!> IN ALL use.&. ---U_ r --, 7-- ---I--. ----- - -- - ---- 8 /Cor-J.STrwcT 4' P.V.C. FQl2CE HAl;J SE£.JEJ2 Ll;JE. / I a I + -- -____:_::_:_ - ... --.. ' --:-- I - -f--_L f 9 10 G '"·'--'11Yr,_____ r,. " -• -" ' -··, (i ;; -=.§),< ,j;JIG Qi,t --_ -', - CURVE DATA SEWER 195.oo' 23• 34' oo" eo.21· 40.68 o-- ' ' 0 • --■ • II MATERIAL LIST -SHEET 8 4" STL.1 FLANGED X G.E.1SPOOL [SCH. 40) 4" • 4" DIP FLANGED TEE. 4" DIP BLIND FLANGE, CL, 150, 4" DIP 45 DEGREE FLANGED BEND. 4" VICTAULIC TRANSITION COUPLING STYLE 307. --- --' MILFORD DRIVE • No. 43296 Exp. 03/31/92 -l'r CIVIi.. ·,,.;.'~ -ih-w·_ C OF C/>,U~ .. PLANS PREPARED BY: ~ KENNETH I. ~ULLEN CONSULTING ENGINEERS, INC. 444 EAST HUNTINGTON DRIVE, SUITE 310 ARCADIA, CALIFORNIA 9 I0D6-3768 (818) 445-2212 APPRO~ED APPROVED C I ~ ~ ___ _j_ _ _j_ _____________ -/-_--j PUl!j\.lC W~RKS DIRECTOR ~--~00-----AI I~ TTllLITIES DIRECTOR DATE BY DESCRIPTION DATE REVISIONS OATE-----------t APP'D. DESIGNED D.G. CHECKED u-.1012> DRAWN CG CAMEO SHORES WA.STE WATER LIFT STATION SEWER FORCE MAIN CITY OF NEWPORT BEACH S-5140-S PUBLIC WORKS DEPARTMENT SHEET 8 OF 13 - 3 "'.f " ' co , I I '1- 1 I I - C C • --\o.'-2 - i ii d --- 11 0 LJ.. a,O + 0 <X) ' 1' f,/1,.J OF '5T { I I : 12 ' '-- -y --- . -_ ,---- ---__ - ,.. > I -=-i= --.. -- -~ . , rn -, • lu 13 8' 6"3/-Je!!. 14' NW OPGT i. : --. / --.. ~ - -- - -.. ' ' l--.., - • .,_ . . 14 15 16 -.. I +-.. ' , ' - -. _, . ,-' _I -i-:_-. -... -.- 17 NOTio: H1,-J. -'EaPA!2AT1o;.I 6ETWEE-N EXIST: NAT/cl2 LIN~.$ ~ PJ2oPD9SD Rl<Zes HAII-J .Sl-!ALL. se IQ'. FOIZGE: HAIN -SHALL. pp,.,;;s ~NDlSJZ i-JAT.sf2 !..I/JES IN ALL. cA.s:ES. r ii l=X16T F21=T. WALL joo' 11 ""1 _____ 5_0_' -------'--~ _____ 5_0 ______ _ I~, • r. MILFORD DRIVE :sl nn, E:-XI.ST. 16" W ?lloFEss,o,.,, I ~ ll I D '1< I y ~<; <;)~\/ Sp_ -I': ~ I---"' r~-&T, Z," 1,,.1 f" ~. 1''i:,: \ PlANS PREPARED BY: ~ ()' ~4• Tl2''-'NI" .Q.;.Wi'1< ::i ';; KENNETH I, MULLEN CONSULTING ENGINEERS, INC, _,,,-No. 43296 44-4 EAST HUNTNGTON DRIVE, SUITE 310 * Exp. 03/31/92 * SECTION 1 -+ ---- - , --'>-✓- " V _-_ -?'""r,.v v ' • f \ ' --' - l'l,' ·t··- -11 • ----- -. .. 18 -. ' ' . -- I ' -- - j ---.. -~ -+----+--- --' i \ & ~ RE'.MOVf. INTf:RF6RlNG PDl<T"lON PLUG Wl-lEN NEW WET WELL 10 CQ\APLETE - • I - -------..,-_/' / 1/ l<E-CT-IN-l!--IEL W1TCM. "TI IAZAIN lD f'!<OP lrf VCP L '---~-f:Xl5T 16" VC.P. -... :-:, SECTION __ _.. _ N_T_S,_ ~.,.. "' ® ,, i DROP MANHOLE DIMENSION DETAIL ; -------..,.,.,=-=-,-,,....,..,--::--------I ', - -~~~~ TO SC~kE -,/\. _/J APPROVED APPROVED & PER AS BUILT. CAMEO SHORES l C ·' 1, ~,_ _ __,__ _ _.. _____________ --+-----1 Pusl,c WORKS DIRECTOR WASTE WATER LIFT STATION A• 1,,,, UTILITIES DIRECTOR R.E. NQ __ • __ _ SEWER FORCE MAIN i I I I ® ARCADIA, CALIFORNIA 91006-3765 DAT•---------, 2_4 _ "'l'-1,-,. CJ\/\\.. -_..,,,-, (516) 445-2212 R.E. NO. _3_£,_7_'1_") __ '< a. c~u,CJ<'' DATE BY DESCRIPTION APP'D, DESIGNED DRAWN SJ5140-S __ ..__,.c:,,-,.r.,,~ 43296 '2/r./5fZ DATE '2.-i.7-'1'2-D.G. C.G. CITY OF NEWPORT BEACH -·,_____, ___ __, /;(.' ~=:::-:::::;-=:::=:":::""::-:::::':""-----------------------------------------------------------------------'L------~----------...L---:==========--1..._ ________ R_E_v_1_s_1o_N_s ________ _,__cH_E=;:;CK::;~:;;:~~;::. ___ ;.. ___ -.L 0 _A_T!;;.l;~b::,:/._<l;.'-;;;;...&... __ P_u_a_L_1c_w_o_R_Ks_o_E_PAR_T_M_E_N_T __ 1.s_H_E1"'~y-9 ___ o.,.F,ioo'l3 .. -_._ ~.u:_!_·_.,r_·•--. DIETERICH POST REOFIDER NO. 113013 " .. m . ~¼-:." j ' , . ( C • ( C f L_ __ ,-' C C C • -< ( ..._ • ,--- ' • . . . • I \ -------~ ~ '-----.._ ~ -------+-.:::::::,,_ 11 11 CONDUITS: CD @ ® SCE CONDUIT ,ANO Wlt<Ea 5CHE.OUL.E' SHEE'T 1:2 OF 13. SEE £QUIPM/:'NT SCHEOUlt, SHEET 12 OF IS ~T iA-_....,,,__ LOT I GO GENERAL NOTES• " ~ AI.L ui,.,t,e,R,~l>(N,JQ E(.e.CT11.,~AL CI)ALL NON-CURRENT CARRYING METAL PARTS Of ELECTRICAL EQUIPMENT SHALL BE GROUNDED <::OtJDlllr ~HAU.'& ~l-1, BO P\/C.. EFFECTI',!'.LY IN ACCORDANCE WITH THE NATIONAL ELECTRICAL COD£, LATEST EDITION AND SWE~ 5/IAlL SE: L.01\JG 11.Atll"~ Pa, THE INSPECTION AUTHORITY. 1 l\fEC. -011.. C:11'1 MiloJl....,\JN\ ~T0.1 Wt11c~1a:ve1t. I~ <,2EA-re~. G)THE INTERRUPTING RATING AND WllHSTAND RATING Of ALL ELECTRICAL EQUIPMENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT AT lHE POINT OF APPLICATION. @ CONDUITS INSTALLED UNDERGROUND FOR FUTURE USE SHALL BE PROVIDED WITH SCREW CAPS AT BOTH ENOS ANO PROVIDED WllH PULL ROPE ANO MARKER. @ WIRING NOT SHOWN ON THE ELECTRICAL PLAN I'S' SHOWN ON THE CONDUIT ANO 'MRE SCHEDULE, WIRING DIAGR_AMS ANO BLOCK DIAGRAMS, @THE CONTRACTOR SHALL SECURE THE APPROVAL Of THE SERVING TELEPHONE AND POWER UTILITY COMPAN!f'.SREGARDING THE TYPE AND RATING OF THE METER SOCKET ANO THE SIZE, TYPE, INSTALLATION AND~J,M,,;jAn;l\l l~li..ii ,)I"' THE SERVICE ENTRANCE CONDUIT PRIOR TO SUBMITTING A BID. @ THE. PUl-1P STATION 11.A-IN CONT~OL. P4.NE.L '51-!AL.L. P.;,e ~L.I.P~i_.16.D eY EN'-'INE.E.R. S 5b-.L.E. "':, -SER.VIC£ COl11"¾NY, INC. (e: $":,CO) Ac:, C RE~ '::> ~ "'"'I~ S T f.L. 5 G ,-,.....PH fcO, LO~ A-NtaSL.P-"::I;;, CA ""002.2 -07:06 i~L-. No. : (210) :261-a1s1 f;6..'I,. '. (21~) 2GI -152 :i G) THE T!2ANSFo'2ME.R VAULT "=>lib-1..L ee: ";;>11"1/l.,o.i::? To 6R.OO!(.S PROOLJC"TS c:;;soFV -SE.~IE"::, (S '-d' >'-10 1-6 11 >< "11-0'1DEE:.P; TLle, -TYPE. VAULT• VAULT N5CK ti: eovi?:,:.. I e,11<001<5 54~ VCN 51::Fl-l E:S .., HARD WAI<.!!. ;, ,WO ~10 11 DIA. AP!. veNT15 ~n-c. A'S R~Uil<EO e,y -s.c.e. Tµe-VAULT JT$ AccessoF<.1e~ Ai--Jt;:I il-JSTALLA710N -SHAU-BE IN ACCOF;PANCf:= WITH 5,C,E:, UIJOE:.!Z- (;P'0Uf.J O smuc:1u~li!-~ LJt;;<S -4~ 1)410, 21 410. 3.) 7SOJ~ I ) 7S 3 A~D 7 ';58 • R'~ '?LJe-;r10NS ot,J :;,c,E: • f<E&i'l.Jl~fv1f::i--li'S COisJTAC I 5.C, g 51::F<.VIGl=- pl.Aj,JNE:r-f: t-1~, Cf-/~,-;, C~TWRl~l-tr'J ~~ (714) 89 s; -oi 4.:.;. @ ~E f'ULL-E!OX ~HA'-1.-e,E CONCFO.E::TE.)17 1' X ::,c,P, VAR/Aiol.E DE=-Pfll et;:'Ulf'PEP WIT!-j (.-2.) $!'Al NLISSS :$TE:(; 1.-I-WL.1$ ft:'fZ. CO!...IC ~e~ cov er:z.. e':oL.T D=>WN_, :l>lt-1I LAI< TV e,rwol(.$ ~Pe, "'='l=.i<I~ ~(:;;E:PT rO~ HeAVY j,;?.Ar'F'lc. TH~ CONC~erli~=::::::,,,..._, cove:F<. SHAU-!>I:. e:&;>U1PF'e!D WITH COl!::R LIFT.ifeoL.T DOWi--1 oe.:vIc 1>,oFEss,0 ~~"""-..:::_"'-1 ® ~v.ATIO~ AND ~Kf"I u.. ~1-+ALL-e, ie IN /l,G~ANcis Wint '<-'<-<:> \l~\I Io &r. < <": (IAW) f?!,~ro::A~ ~1.03 AND .T~ 1.04 i.:esF'P....cr1ve1..-<) t;~~-1'~ ~ AhJD cotJOI.Jlf Q::)i,.!Clc;E! ii:! ~Nc::A'S~Mii:-1..JT ~ttAL.L. e,e IAW " F, ~~7'101-J a of TJ.trt 5PeGI F'1cAT10N<5 • ~ ~ @ ,AU. €1 Fc,,..-i:z,c.AL MATEIZIALS, PINICESJ'•'ND EQUIPME>JT AJZE NIEhl UIJW<SS OTl-lE~ISe NOTl=D"P'-IST"/1-.iq To fZEHAJ,-J" 012- 1&"( A ,;,(1•1~.'.)1-(E") NEAR ;,-IE DEVlc.E OZ. tcQv1PHE:NT. * No. 43296 Exp. 03/31/92 1 I r:J. Ill :I -r-----+-1011 DIA, '::'>TAI-JOF'if'E:' VE:'1-JT CZ) j "3 (7Yf'ICAL OF '.2.) ,-°' $ I: lJ_ '¾- NOTES: 1) 2) \ ,, '1 -\ I \ I \ I \ ' ' ' I \ ' ' \ ' \ LEGEND MOUNTING HEIGHTS NOTED ARE DISTANCES MEASURED FROM THE DEVICE CENTERLINE TO THE FINISH FLOOR OR FINISH GRADE, UNLESS OTHERWISE SPECIFIED. AN OVAL WITH A NUMBER INSIDE REFERS TO A SPECIAL NOTE ON THE DRAWING Wl-tERE IT IS INDICATED. CONDUIT RUN EXPOSED OR ABOVE CEILING -~-CONDUIT RUN IN CONCRETE SLAB OR BELOW GRADE 10~ • t INDICATES AN EQUIPMENT GROUND CONDUCTOR 1 ~----HASH MARKS INDICATE THE QUANTITY OF CONDUCTORS REQUIRED. UNLESS OTHERWISE NOTED, NO HASH MARKS INDICATE 2 f12 AWG (#10 AWG CONDUCTORS INDICATED). WHERE A NUMBER IS NOT INDICATED, THE CONDUCTORS ARE 3 fl 2 AWG (MIN}. ~, vJvv ""Y"' - CONDUIT SIZE SHALL BE AS FOLLOWS ; MIN: RACEWAY SIZE WIF-ie: 51ZE iF~J2 __ ~:lf~l~Q __ ~1'1=~6~--~ ONE-HALF' INCH 1 TO 4• 1 TO 4 THREE-QUARTER INCH 5 TO B 5 TO 6 ONE INCH 9 TO 13 7 TO 11 • QUANTITY OF CONDUCTORS AS INDICATED (TYP.) FLEXIBLE CONDUIT, LIQUIDTIGHT CONDUIT BENO UP TOWARD OBSERVER CONDUIT BEND DOWN AWAY FROM OBSERVER BRANCH CIRCUIT PANELBOARO MAGNETIC MOTOR STARTER, NEMA SIZE AS NOTED 1 TO 3 4 TO 5 DISTRIBUTION TRANSFORMER OR INSTRUMENTATION POTENTIAL TRANSFORMER CIRCUIT BRAKER FUSE \ \ ---(,')-- ,111-1 -GROUND PLANS_ PREPARED BY: ~ I I IR Store, Matakovich & Wolfberg ~echonicol a: Electrical Consul\lng Engireers KENNETH I. t.lULLEN CONSULTING ENG11'EERS, INC. 444 EAST HUNTINGTON DRIVE, SUITE 310 !lfi~O ~LAIFI DRIVE • P.O. 80)'. 5588 • fl lilOHTE. CA 91734 rn. {818) 350-1!198'!1 ARCADIA, CALIFORNIA 91006-3768 (81 B) 445-2212 43296 . I.,. \ \ ~ 0 0 CD ® 0 I 01 Kl> 1-0 1:§+12" S2 S3 D +12" f-b:PE 0 s.,. ;zo" MOTOR 12ETAININc'j 1--lALL SE.E. St-lE-i;:T 2;, Of' 13 1"'012. OEiAIL.S --0 I SCALE (NUMBER INSIDE SYMMBOL •DESIGNATES HP OF MOTOR) ELECTRICAL ABBREVIATIONS A AC AF AT A.>.C. A.F.F. AUTO AiJX BRKR C. o-. CKT CP DC E.P. ETM EXIST. GND LOS LT LTG MA MTD NO. NTS P~L PS PT SEC SW TEL TSP TYP U :0. N. V W/ w W.P. MCP .c.e. FLA lvEC AMPERES ALTERNATING CURREN'T AMPERE FRAM[ AMPERE TRIP A~AILABLE FAULT CURRENT ABOVE F 1NISrlEO cLOOR AUTOMATIC AUXILIARr BR[AI\EP CONDUIT ONLf CiRCU,T CQ>jTROc PANEL DIRECT CURRENT EXPLOSION PROOf ELAPSED TIME METER EX ,STl,"G -GROUND 'LOCKOUT SWITCH LEVEL TRANSMITTER~ L I Ghl I NG MI LL I AMPERES,- MOUNTED NUMl3ER NOT TO SCALE, F'ANEL PRESSURE SW;ITCH PRESSURE TRANSDUCER SECONDS SW I TCh TEL,EPHONE ' TWISTED SHIELDED PAI~ TYPICAL ' -,l ,· UNLESS OTHERWISE NOTED VOL 7 Wi TH WIRE W[ATHERPROOF .MAIi\/ COI\ITROL PANEL C I~ C IJ IT BR,.E"A.1<...E: 12.. FULL LOAD J'o.MP.S NATIONAL ElEC:T~lC CODE FEEDER NUMBER -SEE CONDUIT ANO WIRE SCHEDULE (Se..E. SHe.E.j 12 OFI~) ELECTRICAL DEVICE TYPE ·2· -SEE ELECTRICAL 'oEVICE/EOUIPMENT SCHEDULE ('E.Ee ~Hl;.E.T I~ o;: I~) NOTE NUMBER UTILITY COMPANY METERING WITH TEST BLOCK AND CT SHORTING DEVICE AS REQUIRED BY THE SERVING AGENCY CEIL.It-I'-MOUI--ITE.o lt-lCANOES CE.Ni LISH"ilt,.J~ f:1)1.TL.l~E. FLUORESCENT FIXTURE JUCTION BOX -WALL MOUNTED SINGLE RECEPTACLE; NEMA 15-20R (U.0.N.) +12• DUPLEX RECEPTACLE; NEMA 5-20R (U.O.N.) +40" SINGLE POLE S'MTCH +48", SUBSCRIPT~ INDICATES LIGHTS CONTROLLED . THREE WAY SIIHCH, DISCONNECT SWITCH WITH O.C. PROTECTION U.O.N. NF HEIGHT ABOVE FINISHED FLOOR OR FINISHED GRADE TO THE CENTER LINE Of DEVICE WAU MOUNTED LIGHT FIXTURE TYPE "A" FIKTURE, SEE FIXTURE SCHEDULE MANUAL MOTOR STARTER, l : ,_,• ,, , , i----t---t--------1------i AP~~ ELECTRICAL SITE PLAN~ ' ACTING UTILITIES DIRECTOR ,GENERAL NOTES,LEGEND.1 a------t----,----------+----1 DATE 1--:~~ ~: :36:ffi ABBREVIATIONS DATE BY DESCRIPTION APP'D DESIGNED1 o L ._. • ORAWN lJ .v CITY OF NEWPORT BEACH I. R.C.E. -z..Jr.J;t.,_ '□ E REVISIONS ,CHECKED ,_,, BA~P.,El2-PUBLIC WORKS DEPARTMENT SHEET IQ OF 13 ,8 7 .. ,::,: z I -= .,: :r_, ' j .. _, "' -:i ' ,_ . ,,, ' ( ( ( l "\ -, 4 11 c.o. To ,;,c, e, ~N~f. MCP I) IOOA MC.P I IOOA ) c.e. I) ,-- ~P I' -Nl3 -~ --- ?,p 1.. -13 " ... IGA !Ip ~ c; j<..\/A.. ' 0T11 4f30-l.08'f/1wv, S/f> , 30A,Sf' ) PNL''L''--..1. GNo.eL.JS . - l"l ·~ ---@ ·KIE) ·>-@ -~ 7 --®-,• ' CONDUITS> CD-@,@-@,@ 5EE CONDUIT~i,.JIIZII-J6 SCI-/EDIJLJ; SHEET 12 Of 1:3 (j), ffi SEE. EQU/pl-1E./JT 5CHEOULE, SHT, IZ OF I~ I I ®---- ' ' '-..."')~~_..11<::P-CA61.-ES ~Ll~f-llSH£P V i,,..lj PLI M P s (TY Pl CAI.-J P4 40F\...I>. SINGLE LINE DIAGRAM STAINL-E.SS STE.E.L.. UNISTRUT~~"'-. COf.lfR.oL. , R.OOM ff\.: MAIN CON~ PNL. --~ ------1 I I I I " "\.ll., LI ~ -~ ~ f.JpJ,,11!,f'LATe, 10 F:E:AO l-OS· 11 l.O~-,z LOS-, If ~S-4 fr<ot4 L..i!f'r TO ic!IQ,tf rCOVf:,R • • • '-✓ II II II I 11 \. '---,.___I"!"-~ >< I 1 ~i- .. 0 ' , D D . 0 ' ' 0 Q ., ( t:H----.--t--- ______ ,_,1 -'----------~_,_I ____ _,_ _____ __,. -e-0 .._ 'tl ~" , •~~,, o,,'. ,o, ', (',~ "r:1' ~ I!,_ ~a +------"--" ---------'--, _c_. _'_cu ___ "--"-·-·-·-'-'-~ 0 Sf'eC.IAL 1-JOT"f:S ~ Ci9:) ~0Llr1~N/Off 11-SWITCKl!-'>(1-0S) ~E:AL£D COiJT~ AfPF?DVl=O FOF!:. Cl.A½ I , DIV, '2, ~-~1-.IG 11-1 Ni:MA "I , 5J"AI 1-1~'» '3TEEl. i::NCL. lo/'t.i:C.E f.JD A.A -re , AU.Ee J,.J-~Dt.er' Bror<: --R-2 HC.:jT CiI) ~e;;.;,.ut,Jc;; c:Al!:>L.E =NNE'.CT'Of<. -CROUSE'-HINPS(c-tt) s.;.,1-<J.t!i CG!:>,:;, @ KE:LLE:MS CAeL-a O~P GRIP., ":>TAl~ILE.-S.:i Sif:..eL,U~IY.E:!25.0..L MOD!SL, @1,pr<.12.0NT,o,.L ~~IN& 1="-ITTlNG. ,c--H, 1=-Y$ O[c. e:z-;.. GD AJMr 1-101?:'~ li:,Hf' ~ ;:!OHi"'. 4="/AC. ~ ,e;aH.t fLl"'N~H~ WITH ft:>W'ER AND CC>f.m'i:'1.-G>.e>~ ~ UWIT.CAf!,LE t,.eNC"IH 70 e,E: Dei~~IIJl:D I iJ Tl-H:. r'i£:.L-P, .. WI: I c;;; HT -'"° .. -l-!le,>1 WATEk' AL/>-121-'1 ELJ'l.53'7 I ' -------\ ) /• < I> I;, I> IW;_T~\1./, 6f.J HIGH LE:YEI.-'f _;:'.-' fb~1-r,o::;~s:~~1:~ 1 ~~ _jr j) ,d:l::l~ 1-•-~-i>,t,,:--t-~~~~~ f~~~P(~) A~CHOF: '$Ci$.JT1F1c# ,s; 30NO ~ to. ,:,.' W/ SS-~"]";; ~ WASHE.iZ-S 011-sitT trJD ~OHf' PUMF' tL. 14.~I 0 - e1Arti t,oHf' PUMf'io, f:-L., lb.4'2-0 -- bTAfZT I\? ~I" RJMP<,, 1:;,1... 17, '?4 '7 - ,AW, f'LJMl'Ce, OP-f f:-1.. IIP. 71P v loUe>loL~~ TUBt=:. ~ If-I 3/411 PVC CONDUIT - .... - I:> • f. •• 0 i, D (,)' I 0 t)' o, D ~ o •) ' •' • D o o• • D ' ---------- 0, WI!: f Wi!! L-l. Fl.00 Fi. ;EL-, 14 ,G3 / -' . • " -0 \ 0 • 0 O n -, \ -. , iJ "'-u. ,., ' ' 0 ' U ' \ :/ • • 0 . TYPICAL PUMP WIRING DETAIL / B" BUBBLER TUBE & FLOAT SWITCH_00"'_1.~_/. ' ,,✓ -MOUNTN6 DETAiLS µoiJE: 1, C .,1. 72' ~frt:=========.ir=========::::::11~:1 21 I 1tlDEw••- I 1 '/ 0 'lE( 1, S, S. INNER DD□R c, LD',I AIR ALARM L[GHT J, LEVEL GAU.GE 0-160' 1 I C • I /®-_~ z / ,4 ',, I I i S@ ef.@ @. @ 9 I I ,-l 4, HIGH LEVEL ALARM LIGHT 5, LO'w' AIR RESET PU:Sfl EUTTDN 6, ND. 1 AJR PUMP RUN I I ! I /6\ 7 /9'- I FOR.@ 23@ [I[ill (1)24 I 22 10~ ~~~ID I ENCL□:SURE l I I l:S IB'DEEP 11 e e e eu I I I I I I I I I l I '/~ ~ref12 I ~! /~ /(l) m' /())'13 I \.~/ 't/ ref ref14 14 • I IS X :~~15 v-® /@' / 16 O @ @ @ 16 I @ ~ @ I 17 /18 IS I ~co I I I I ~ ~=========-=========:a __ l,_ ~ ZODA DOI.IIIL£ THR□'w' xrE:R sv. ,. ] 7. MANUAL AIR TRANSFER PUSH BUTTDI. 8. NO, 2 AIR PUMP RUN ',, HIGH LEVEL RESET PUSH BUTTON 10, INTERLOCKED CIRCUIT BREAKER OPERA T!MG HAHIJLE(S) 11. ELIIPSEil TlHE METER(S) 12, MOTOR RUN LIGHT(S) 13, flAND OF AUTO (HOA) S\JHCH<:Sl 14, PUMP REQUIRED LlGHHSl 15, SEAL FAIL LIGHTCS> 16. □VERUIAD RESEHS) 17, LIGHT TEST PUSH·; BUTTON 18, CONTROL PD\.IER ON. LIGHT IS, ALARM TEST PUSH BUTTON 20, UTILITY RECEPTACLE 21, li0 CFH EXHAUST Ft\N 22, B--IP CB,S FDR LIGHTS, SUHP PUMP, ETC, ( Rl>NE:1.. "L") 23. LEAD-AUTO-LAG SELECTOR SWITCH PUMPS,lf I a#3 24, LEAD-AUTO-LAG,._SELECTOR SWITCH PUMPS ar 2 e,-#'4 NOTE' PUMPS dtcl a<13 ARE. 15 HP PUMPS 41'2 El <1'4 ARE 30 HP XHITT£R □ ======--=========? SORMER CB 13 -CD 17 TE: LEM g TR'( EGlL11Pr,-\E,.JT I ~------+(_·.__ _________________________ ! I L ClNV. ',//1lO'DYU, IU:. \J IU»\JL E rll 1 ER SF'l:'Ciil,L. NOfi::? ·- ® POWEr<. R!:CEfTAGL,,c; fOOA )4SOV) .:i·f' if..lVeRTESD @ SE:~ 5HeET I :3 FVF<--rHe: L.IST of' "TELl'.:H E;TR"( E¼IUI Pl--11;;1-JT. @ Wi=.T i,JELL L.Ev!:L INDtCArO!< ,4 20MADC iC:iqJ,.IAI-INPUT, Bf2.IST'uL-B,AloeoCl<'. CAi N'i' 43bl-lOP -Of,I· lll-GZO lhlDICAToiz D;/:t.L. F',AI-Jc;;e G ?HALL e,~ o -10 ~IT No. 43296 • Esp, OJ/31/92 J'-'1~ CiV\\. r:!-"',,,_ < OF C~\.\~ • !BACK FANEL l.AYOUJ !, P~E:SSURE: SV1TCH,CS'! l!. AIR PUMP AL TERNA.TOR J. 240/-480 X 120V XFDRMDI ◄, AJR PlJ)4?(Sl 5. AIR PUHP RECl::PiACLE 6, XrQR>lfJ!/Cl)NiROI. fUSECS) 7. HTC'Ji VOLTAGE llARRJER 8. HIGH VOLTAGE llLOCK 9, HOTIJR CJRCIJ1T BREAl<™Sl 10, CDN1R□L RELAY(S) !L t.E:AD PU>IP ALTCRNAT□R 12, HOT □R START£R(S) \/ /SPACE HCA TE'RS 13. FlELP \Jll<JHti TCRHJN>,L BLOCKS CTYPl 14. !JHRlNSIC REL.AY <JSRl l~ !SR TERtnNAL BLOCK 16, THL~MDS TAT FOR f AN 17. l.lC.HTN i!\JG 51.Jll;.<,'i;' P\<.O'M:CTt:>"-. CONTROL PANEL ELEVATION SCAlE I/' D " NO!IE I'\. / Store, Matakovich & Wolfberg & El,ctrical Can,ultln~ Englneerg 9650 Fl..AIR ORNE• P.O. aox SS!IE • EL a!OMlE, c,o. 917~ TEL (!111!) JS0-89!19 PLANS PREPARED BY: ~ KENNETH I. MULLEN CONSULTING ENGIIEERS, INC, 444 EAST HUNTINGTON DRIVE, SUITE 31 O ARCADIA, CALIFORNIA 91006-3768 (818) 445-2212 43296 R.C,E. 0-----f-------t-------+-----i APPROVED SINGLE LINE DIAGRAM & C-f,6~. --• 0-----+--+------------+-------< A< JING UTILITIES DIRECTOR CONTROL PANEL Fl EVA llON DATE BY DESCRIPTION APP'D REVISIONS R.E. NO. '.1t,'7o/) DATE -Z.-21-•Z- DfSIGNEO P. L.. t-J. lHECl5ED • DRAWN I l. V. SCALE: CITY Of NEWPORT BEACH "'"" e::auo..-,._, PUBLIC WORKS DEPARTMENT SHEET 11 OF!3 7 I I " " -0 a ' ;;:; ,-~ & 0 " ~ 8 _i u, ~ ii # z I, , [I ;;, !! 0 I -' I __ _ C. ! PUMP f<.OOM CI..AS~ifll::D CLA$$ f PJV . .Z l..OC<>.T10N (~ tJor~@ 0f'IUT 1~ oi= 1~) 1;,1--_._, U=ve.L )::~NIC6 ® + i;-4" W - UN ITH/ 1..-CD LEVEL-. -i, IJl7fl..AY li-J NEJ-,!A 4X J::1,.IC~Ufi:,S: ---+~ Ot-1/oFf: "bl-J1rc+l (TVA pF,4-) II Pl 30HP ll WE:T W '51A.If.J1.-.,:o;.5 srea. (;5s) UNl?°T'l'<.UT( Plooo~s)) t-1OUt--JT"ED oN =i-.Jcr-,::e1 E:' ci::I1-I1-JG oF"l. 1+Mc::.1:-D 5'1' Y.; 71-!r-<.E:lb-oe:o Re>os w/s5 i-1urs " \IIA~rl~,=:.~. I..COF THE:: f.1AI N f!SE:O~Fi' WI i<E½-IN$1 DI!! 1H IS f'L.IU... eox 50 71-IAT w1~Ti£Fe. WILL. Dl<JP Jf.J TH.:'. AJL.l. ~.X 4DAAIN DOWN TKI'!:.-CONDUIT f'Z.l-;SS,l'Z. @) ALL EL..ECT!ZlcAL. i"1ATEl21.AL.S, OeVICES ;,,-.Jr:> EGUIPME!JT ,A.IZE': NEI-J UNLESS OTf-lf::,z1, .. uSE: N~D EXISTIN"I To f2'=-HAiN 014 BY ,i-JE .,;yt-,iBoL--Ce.) t-.ti;;.A.~ Tl-Ii= DEv'1CE . L-1-4 "L" HE<ANS l-T6\. !"NL. 11 1-' i '11-4" t-1EANS C)(..T NUHe.E12-S IN Tl-\!= LT'q, PNL.," L--1-4" HE"AN~ Tt41:c CoNOUIT Al-ID J,..ll!2Es To BE /NSTALLED UP TO TtlE. LTq. f'NL. LOCATED I"-l THic, PUMP cp AND Tl-It=: 1,.11~-.s CONNa:..TE-0 TO Cl<'.-T NU~e,E'l2-I ,1>,.ND c/4-T NUM/oE/'2-4, IS / P2 15 HP , I I I I I ,_, ELL Wef Wl!'L I... Gl.A~~I l"'I e!!P Ci.Asst, DIV, 1. LOCATIO rJ ('T'rf'i CA TO A .. 1..-Wi=T WI! ) '5UMP PUHP 1/2.HP J IIS.V.:,9-8A1_!p V//INIEGAAL. ~\..DAD Ar.JD MOTOJ:2. ~n:o. fl.O.t>.T -sw1-n::-1+. rt---+--'SEA.Li NG J. e,o)(.. W/ SEAL I NI. CoMA::iUI-.ID (TYP.) ' I O..SLE fll~NJSHJ;D WITH fl.OAT%'17t:H ,/ fl.OAT ":5WrTC:::l-l ( F5 1 ) ~ n -bU6&.ei-,. jlJe,e IN ¾11 f'\.G,SCHl!D8G • - ~ w~ wel-l .. Acce ... s. LEGEND 0 CIRCLE NCTES -R.E:FE.R.. TO CO~OIJ t'T NO, Ql,J ''c.01'-lDIJIT C,. Wl~E S.l::l-l"E.C>"Lt"1,~1S. ~+\E:ET, 0 HEX, NOTE:S • 'lc.'Er'eit.. '1"0 .I:.'Tf':M.. NC, ON "E~IJtf'Mt....,T 'SC 1-\E out.,;,", THI~ :S.l-\€e,T. WASTE WATER LIFT STATION POWER PLAN No. 4.3296 • Exp. OJ/31 /92 HI Store, Matakovich & Wolfberg ~ac:hQnloal &: Electrical Consulllng Engir1e!l'r11 CIV\\, OF CAI-I~ 91150 FLAIR ORl'I/E • P.O. 8()): 5581'! • fl_ WOHTE, CA 91 734 TEL. (81B) 350-89!!9 PLANS PREPARED BY: A::>w~ 4 COi-iT~ L. CA =>L.S FU !2-1-ll~H EP \1/lrH 71-16 R.1 MF' ~, VtSFc:il"Y iHI= ACTLIAL-CAE>Le ~z.e 4 fl:cVVI OE. ~le. ~Ul~f:O CONOi.llT $1Ze.. COIJDUIT -::,IZ!= ,SftOV/N IS ft'~ l<~F'g:.i;;:i=l,JcE z:>IJLY- ' " . --· ---·-·---. ---... ·---• CONDUIT AND WIRE SCHEDULE -.. . .. --.. --- G;QNDUIT • WIIIIING TO PROM NO~ SIZE POWER CONTROL. • I ,4 II c.o, -·--·-·. UTIL.ITY TAANSFORHEi=a. KET?:F!/McE!> cAe,1 /Ji='.1' • !l '2 'I,£ ~'1/0<f I :II" ~GIID -, Mer1::'11;tf,IJ<::;e> Ql.£3,I N~. PR.IF I..COF-PULL f-,OX :!:, '2.~' .!1~'¥011' /~€~NI) --DJ:( If-l-OOP A.ILL 15D X . i-1AINCONT'20L-FA.f.Ja- + ,z. '· c.o. -J,. , F?J,ei:.: $" ,211 -~L,, t:.A.5-L. ie i"leF!l-,tlli,JAL &ox ~L. UTIU1Y ~ 1)4'' CD -l-1AIN COIJTitol-f,ii.f.JfLr i,-1~ I PUHP Pl -151-!P ~01?:>l'l- 7 ' _jfj" -. ' CD MAI 1-J CP M~I 1 I e 12." CD -H~ -i P'2.·.30 KP I "'I ' ~--CD M?~ l I 10 l¼i" <D -M$8 f'i:i '" I e; I-If 11 ,/•f'' -I.J...) IYI'~ :l> .I .I: 12 •2.I' CD -fllS 4 f4 ~SQHf I~ ~II -Ci) M~4 .1, .I .I . 14 -c..o .. -STU e, OUT 4 CAP 15 -c.o. 'S>TLJ e, oi.J i 4-CAP l<o a;.411 -st14 ISP' FLOAT 'oWITCI-I F'~1 11 V' -.z t 18 is f" -Te:~l!il2'1' ,Ten .. -re~M I I-JAL-60x. 16 I" -r"I.M-TIC ill!S E ·Al~ r'IJ~I'"' W~T W~L.L.. 19 ~II I #"1/o -QJD.BUS <;,T££L PIPE,.c:.r-10. RCl0 -2.0 ¾" -'2,#18T~, • p~~ 'TJ¼',ISMITTl: Le.VE L DJSPI.A,'r -Z. I '22.. -,-·, 2, j ~ -C-cO# ~AIN Cf' . Tt=L-, ~i=<M IN.AL. e,ox '.Z4 -c.o .. j, l, STI.ll! Oi.lT 4 cAf'e' A,F, F. '2~ I, -c.o. '2.~ I II ' -9 Tl 14 ~1,-2, .3 44 !.OSL ~LO!>.ZJLO.Sa 4l.DS'4 CONDUIT & WIRE SCHEDULE. EQUIPMENT SCHEDULE ITEM DESIGN/\ TION NO. DESCRIPTION MFRJCA T. NO.. 0 M SE=.!2>JICE METEf2. PE~ST,AL =HPlETj;: j,-IITt-1 Hl=Tf:;12-H'(J.:12'!. soc~ ,PAD rlOlJI..IT e,,.s1=-t--1/ J\NCI-\OIZ 601...TS ~ t.JuTS, PJ20Dt..lC,1' •-(~ ,6,.PPl<OV,::D -se~VICE tw'!Alf.J CI1ZGLliT ~1!:AKei-:. HEUclS-l-1'200 Ar-JOT~ e,y-~ ~ll-lTl!oS )Sl::L..F c.olJrA1i-Jeo, -1-✓c AATl:.D AT ,zct::::>A~...j.80'9°'1!77'>"iB¢' ,4W IJoJ A . \</1:::A'THE:~~ ~AINL..5$$ i::\--JCl.0$U~~. THI!: ~~V\CIS ~Af.(ie!-1 ~H,S..LL ~~ i<l>."Tt!!o Ai >2.-Z.S.Af~ 1i;:;oA-r. 4&0v, ?,P, '2~000 ~rl~ :sYlll~~lc.AL- Af.1P~i:l.JaS' i!J~~FIUP'i'JNc:; ~A1 t~!2. UL L.l~t=D) · Cl1Y Of' ! 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