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CITY OF SANTA ANA <br />anning and buMing Agency <br />896-D SERIES STANDARD <br />DUPLEX PUMP STATION <br />0 <br />TOP LEFT ISOMETRIC VIEW wl SECTION <br />NOT TO SCALE <br />PLAN VIEW <br />NOT TO SCALE <br />PROFILE VIEW <br />NOT TO SCALE <br />DISCLAIMERS, INCLUDING BUT NOT LIMITED TO: <br />`� <br />CQa18 Jar-n PraG7[ • NI rl�b rwr»d.1.) <br />DESCRIPTION: <br />Rev: <br />All elaMorm have boon provided byolham, and have not been verified by Jansen Preceal. ConbwWr� ve* all d imenwono and elevation, <br />E <br />'recast <br />infield prior to installation. <br />2 These layout drawl irlterded All thicknesses, dimensions, <br />♦ay0 design <br />��n� PUMP <br />M STATIONS <br />al n atalels appav rose demean onto rams and t w We am <br />p.gorieluy- e,d aye prdeded older <br />060724 HARBOR A P TS <br />a are to straw ores m only. concrete conapoaerd and joint <br />) n8 system MInla <br />U.S.$ -"right end olFQ laws <br />right <br />orientations may vary ecrm Jansen Pramst's manufacturing facilities. Contractor to confirm ell thicimesses, dirransiona, and joint onarrfiffiona <br />to installation. <br />521 DUNN CIRCLE, SPARKS, NV SM1 <br />Un!sa h CenNndbn wah Waf ws omdudad aAh Janaan P acaal, arty <br />SHF� f: <br />PART NUMBER: 006-0 Series Standard <br />DRAWN BY: KQUINTANILLI <br />prior <br />st. ffwa are responsible for Verification thatmets ayatmn eintended application. <br />3.) Syalarn design criteria has been provided to Jansen Precar, <br />www.jonsenwaterresources.com <br />uaaoijomw Pre"vmtpWjctv&hmt4ogsas,w,itto mnwrtal <br />prohlbllad, and redplern Is proNHYrd tom dfMW" any and al work <br />1 OF 2 <br />CREATED: <br />I MODIFIED: 0607-20P4 <br />4.) Foundation, aubgrade, and beddll to be designed by others. <br />(855) 46&MN <br />"ducLLo nar approved Chid pediee u derpen*efdO &dim. <br />R ro Under <br />ground <br />o Service Alert <br />of Southern California <br />IIII Call: TOLL FREE <br />1-800 <br />422-4133 <br />TWO WORKING DAYS BEFORE YOU DIG <br />REVISIONS <br />NO. I DATE I INITIALS I DESCRIPTIONS <br />UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA <br />ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES <br />NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE <br />PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO <br />ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING <br />WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. <br />BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF <br />UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND SERVICE ALERT AT <br />1—(800)-422-4133 <br />APPROVED <br />REFERENCES <br />PLANS <br />BENCH MARK <br />OCS BM SA-324-83 ELEV. 67.783 (2005) <br />FOUND 3 3\4' OCS ALUMINUM BENCHMARK DISK STAMPED <br />"SA-324-83e, SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 9 FT. <br />CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEAST <br />CORNER OF THE INTERSECTION OF NEWHOPE STREET AND FIRST STREET, <br />75 FT. EASTERLY OF THE CENTERLINE OF NEWHOPE STREET AND 39 FT <br />NORTHERLY OF THE CENTERLINE OF FIRST STREET. MONUMENT IS SET <br />LEVEL WITH THE SIDEWALK <br />PREPARED UNDER THE SUPERVISION OF: <br />DMV S <br />S HATCH OFFSET <br />SINGLE DOOR ACCESS HATCH <br />Vn' 4r x 60' CLEAR OPEN ING <br />(QTY 3) 3' CORE HOLES <br />FOR ELECTRICAL CONDUIT <br />'ELECTRICAL DESIGN BY OTHERS" <br />INLET PIPING TO BE INSTALLED, <br />CORED & SEALED BY OTHERS <br />L <br />OW-(r WET WELL I.D. <br />930'-8' WET WELL O.D. <br />ANTE -FLOTATION COLLAR <br />SEE NOTES 51 & Y2 1 <br />OO <br />O <br />O <br />O <br />J <br />PLAN VIEW <br />NOT TO SCALE <br />OPTIONAL VENT PI PING <br />'CONNECTION TO <br />FORCE MAIN DESIGNED & <br />INSTALLED BY OTHERS <br />Approved <br />FOR PERMIT ISSUANCE <br />Master ID: <br />Date: <br />BILL OF MATERh41-3 <br />DESCRIPTM <br />DUPLEX ALTERNATING CONTROL PANEL <br />90M DBL JENSEN PRECAST CONCRETE MANHOLE BASE -HEIGHTVARIES' <br />IMN DIA. JENSEN PRECAST CONCRETE MANHOLE BARRELS THEIGNT VARIES' <br />9SIN DUL JENSEN PRECAST CONCRETE MANHOLE FLIT TOP <br />JENSEN PRECAST CONCRETE HATCH RISER <br />SINGLE DOOR HATCH WITH A CLEAR OPENING OF421N X WIN (Tra If C IOadl DC <br />UPPER GUIDE RAIL BRACKET BIN <br />FLOAT BRACKET SHOOK FORMED 58 <br />LF CHAIN 1141N 316M <br />FLOAT SWITCH w! 10O CABLE <br />PRESSURE TRANSDUCER wJ 100' CABLE <br />ANCHOR ISO PVC COATED <br />SUBMERSIBLE PUMP BIN <br />AUTOCOUPLING ASSY 61N <br />ECCERfRICREDUCER 91NXGN DUCTILEIRONFLO <br />PIPE SIN FLO X FLG DUCTILE IRON SPOOL <br />LF PIPE 21N SCHW GUIDE RAIL 3043S <br />BALL CHECK VALVE 81 N <br />INTERMEDIATE GUIDE RAIL BRACKET NN <br />ISOLATION VALVE SIN <br />PIPE BIN FLG X PE DUCTILE IRON SPOOL 'CUT TO LENGTH AS NEEDED- <br />RFCA SIN w! 33 HARDWARE <br />FLEXIBLE PIPE CONNECTOR <br />90 DEG ELBOW al DUCTILE IRON FLO <br />PROJECT SPECIFIC INFORMATION <br />9r1 FINISHED GRADE{FL) TIJ!a <br />�•� RIM ELEV-(Ft) raao <br />2S INLET ELEV. (Ft.) aJRI <br />I} <br />FORCE MAIN DISCHARGE ELEV. (FL) 7lJa <br />AVAILABLE POWER SUPPLY 120V ❑ 240V m 480V ❑ <br />AVAILABLE POWER PHASE Sbgls ❑ ThNe ❑ <br />22 SYSTEM CHARACTERISTICS <br />9 <br />21 APPLICATION SEWAGE ❑ STORM WATER p <br />t13'-10" <br />DESIGN FLOW (gpm) an <br />20 TOTAL DYNAMIC HEAD (Ft) last <br />PUMP MAKE & MODEL NOW AMSNPI Ia+t=FM <br />19 PUMP MOTOR (Slid IXP) Standard ❑ XPIFM RI <br />1p 13 <br />PUMP TYPE Nan-Cb p Grinder ❑ Chopper ❑ VoMx ❑ <br />I <br />1! PUMP RATED HP & CURRENT sAiipiajA <br />INLET INVERT! HIGH WATER 4aaa <br />ACCESS HATCH LOAD LEVEL Padaalrlan [aIrK4donfll H-20 [3Parkhp Lot H-20 ❑ Full Truffle H-20 ❑ <br />LEVEL ALARM - ELEV. <br />LAG PUMP ON - MEV. °P 10 <br />11 <br />77 ADDITIONAL OPTIONS <br />LEAD PUMP ON - ELEV. °r'0° <br />78 OPTION YES NO <br />2 <br />1ti CONTROL PANEL 88 ENCLOSURE ❑ 0 <br />PUMPS OFF - ELEV. <br />12 <br />CONTROL PANEL AC UNIT ❑ 121 <br />LOW WATER LEVEL ALARM - ELEV. aua <br />CONTROL PANEL REMOTE ALARM MONITORING ❑ <br />14 <br />AIR RELFA3FJVACUUM VALVE ❑ m <br />WET WELL FLOOR- ELEV. aa70 <br />INTERIOR LINER ❑ <br />CONCRETE WATERPROOFING ❑ <br />------- <br />- <br />DESIGN NOTES! DLCLAMERS: VENT PIPE ❑ 0 <br />--- <br />1. CONTROL PANEL INSTALLATION, MOUNTING DESIGN & HARDWARE BY OTHERS. <br />al.FINAL CONTROL PANEL LOCATION TO BE DETERMINED ACCORDING TO PROJECT ODORCONTROLVALVE ❑ 0 <br />SEE NOTE Oki <br />PROFILE VIEW <br />REQUIREMENTS. CONSULT ALL SUBMITTED PUMP AND LEVEL CONTROL CABLE <br />LIFTINQ CRANE ❑ 0 <br />NOT TO SCALE <br />LENGTHS WHEN DETERMINING THE CONTROL PANEL LOCATION. <br />3. ALL FOUNDATION, SUBGRADE,AND BACKFILLDESIGNED BYOTHERS. GENERATOR RECEPTACLE ❑ 0 <br />DISCLAIMERS INCLLIDINGBUT NOT LIMITED _TO <br />i'=1aJarannFrectat-Anrworemorved. <br />DESCRIPTION: <br />REV: <br />1.)All elarafiorm have been provided by others, and have not been verified by Jansen Precast. Cortbador to verily all dimansions and elevatiplsJEI'5�I'All <br />2 Them layout drawn intended haw design ly. All thicknesses,di ions -nt <br />Veyo t0 de <br />TPUMP <br />SSSTATIONS <br />mate als aPPeadro ae lenaan PNcas[ daoun 4nte antl t w IKe ae2fieldpriortoitdrr <br />prapriehryaor%predudenderaprdeded�d� <br />060724 HARBOR APTS <br />a are m on . concrete rtt and <br />eHe ng nta 8 otieres ey818 Carrrpor>a mane pr <br />mils <br />U.$ mpyTdgH end o8a le+va <br />orientation may very across Jenew Preced's manufacturing facilities. Contractor to confirm ell itidmessaa, dimensions, and joirrt orientations <br />521 DUNN CIRCLE, SPARKS. NV 89431 <br />UnlesS in CMilinallon xeh bualnas MrdU trod we Janaan Paeaat any <br />SHEET: <br />Prier to lnalallsbon. <br />use or Jensen Precast t pro"wawNexpro, wrBGrn anwt b <br />PART NUMBER: 808-0 SarW3 Standard <br />DRAWN BY: KQUINTiWILLA <br />3.) System deeigncriteriahoe been provided toJenaenPrewat. Others ammsponsiblaforverificabonthetsyetemmeateintardedapplicelion. <br />www.jensenwaterrescurces.com <br />prohib,rod, aid redgwrtIsprdaNladtandlrlifIx layamdalwork <br />20F2 <br />CREATED: <br />MODIFIED: 0&07-2024 <br />4.)Foundation, aubgrade, end becUll to be designed by othera. <br />(855)468-5600 <br />pmductlonon,epprmedthidpediau,Iderp&vftoriiladiaa. <br />CONSULTANTS, INC. <br />CIVIL EN GINEE R S <br />12371 Lewis St. #203 Garden Grove CA. 92840 P. 714-740-8840 F. 714-740-8842 <br />E)p,9 30 25 <br />0 <br />OWNER <br />APPLICANT: <br />SCOTT TRAN SCOTT TRAN <br />AMERICAN PACIFIC INVESTMENTS GROUPS, LLC AMERICAN PACIFIC INVESTMENTS GROUPS, LLC <br />8642 GARDEN GROVE BOULEVARD 8642 GARDEN GROVE BOULEVARD <br />GARDEN GROVE, CA 92844 GARDEN GROVE, CA 92844 <br />DP# 2022-03 ASSESSOR PARCEL N0. :198-051-17 <br />DETAIL SHEET (CONY.) <br />RESIDENTIAL DEVELOPMENT <br />322 N HARBOR BLVD., SANTA ANA, CA <br />PUBLIC WORKS AGENCY <br />CITY OF SANTA ANA <br />DATE 1 04-04-24 <br />SHEET 'i OF <br />