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Westwood <br />8.)1.711. Egn nv �5v9E< <br />MAdmlEM�viE�Ma1 Fc <br />BT® Y em r <br />. "IV Mil,_ 42V <br />CtleEk m I ••�Y.'ld EOC <br />Coll 48 Hoerr before digging <br />General Utility Notes <br />NNNN stt DF ca0$ILcam <br />Canman Ground Mliance <br />I. NE C ZRACTOR IS SP£t)FICALLY CAUTIONED PIAT INE LOCABBY ANDIM ELEVAMN <br />OF EXLSNIG UMBES AS SHOW ON PLESE PLANS ARE MsLB 0.N R oBRBS Oc BIE <br />VARIOUS UTU1Y COMPANIES AND LIMNED MEASUREMENTS TAKEN IN RIF FRID. PIE <br />NFORMABOV SHALL NOT BE RE1XD ON AS BEING EXACT OR COMPLETE. BIE CONTRACTOR <br />R SHALL MDIFY E)GSBNG COvanMS MOR M mRSNUCHM MM NOBFY B 0M M <br />ENMEER OF OIStYtE "M <br />2 ALL SANITARY SERER, STORM SF MF AND WATER MAIN BJSTALLAPOVS SHALL BE PER <br />MINNESOTA PLOMBNG COVE AND IN ACCORDANCE MN RI_ CURRENT MH MI OF' <br />3TANDARO SPECIFICANWS FOR WATER MAN ANO SERMCE UNE NSTALLABON AND <br />SANITARY SEIWR AND STORM SEMEF INSTALLAMN' AS PREPARED BY PIE OTY <br />ENGNEERS ASSOSAnON OF MINNESOTA. <br />POI 3 PRIOR TO CDNSBR CPOM, 1HE CONTRACTOR SHALL OBTAIN TRE WCESSARY FEDERAL, <br />STATE AND LOCAL PERMITS FOR RR: PRp OSED Np W 4ERR MRI W 0,NyLR OR <br />ENONEER THAT PERMITS HAYS BEEN OBTAINED. PERMIT FEES SHALL BE RIE <br />RESPOMSIBIUTY OF ME LYYITRACTOR UNLESS OBIERMSE ARRANGED MN P ONNER. <br />4. CONNACTOR SHALL REFER TO ARCHNECNRAL PLANS FOR EXACT LOG BON AND <br />DIXASVS I5 OF DOORWAYS, RAMPS MR DOOES PREOSE BI/ILD/NG OMENSIOMS ANO <br />EXACT BUKOING UIUTV CONNECROR LOCABONS <br />5 ALL PRIVATE UTURES SHALL BE CONSBU ZED N ACCORDANOE MRH BIE <br />SPECBICANNS OF NE APPROPPoATF UWTY COMPANY. RIE CONIRACTOR SHALL <br />COORDINARE RIE SEANCE UNE COISTNUCPOV MRI R E U1UTY COMPANIES <br />6. C BLACTOR SHALL 00TAN ALL NECESSARY OTY PERMITS FOR URUTY Cp L ROBS <br />MID UMBES SHALL BE NSPECRED AND APPROVED BY THE Off. THE QTY STALL BE <br />NOTBTED 48 -MONS MOR TD COMMENCNG MBI H*F UMIYY CONSNUCNIN OR ANY <br />REOTNEO I Wa COIIRACTOR SHALL NOT OPEERARE NRERFEFE MRH. CONNECT ANY <br />PIPE OR HOSE TO, OR TAP ANY WATER MAN BO.OIGING TO NE OTY UNLESS OXY <br />AUPKRM TO DO SO BY B E QTY. ANY ADVERSE LYWSEOUENGES O<SOIEDULED M <br />UNSOIEDULED OSRUPRLNS OF SERMCE TD HIE PUBLIC ARE TO BE THE RESPOISIBIL/TY <br />O 1HE CONNACW.. <br />Z WATER MAN LE NS AS 4MWN ARE MBPROXNATE MRLZBRTAL LENGNS ALLOW FOR <br />AONBONAL PIPE WHEN NSTALLNC ON SLOPES OR WHEN D£FLECBONS M£ REOLAHED. <br />B/E .KW4T DEFLECRONS SHALL NOT EXCEED THE MAXIAMM AECLMMEMED BY THE PIPE <br />MANUFACTURER OR BY LOCAL GOYERATNG SPEOFICABONS HTTNGS REQUIRED M <br />CONSTRICT WA RER MAN SHALL BE NOLMED N WATER MAN CONSNUCnO,. <br />8. FROMOE WATER MAN BNUST RESNANTS PER GJTY STANDARD REWlREMENTS. <br />A A MNNUM VERBCAL S ARA BOR OF 18 NOTES IS REQUIRED AT ALL WARER MAN <br />CROSSNGS MN SAANTARY SERER OR STORM SEWER. <br />la UIUTY SEANCES TYPICALLY TERIONATE 5' OUTSIDE BIRLONG WALL ANLESS OTHERWISE <br />SHOWN OR NOTED. <br />IL ALL MATERIALS SHALL COMPLY MN Rf� REWN MTS OF TIE DIY. <br />12 ALL WATER LLNES SHALL BE QICALE IRON NRAPPEO N Po WftVfENE; LASS M MN <br />JSWNNUM COYER. PROYME MNIMUM S ARARON or 18" FROL SAMTMY SEWER & <br />STORM SEVER. NSULATE WATER MAN X LESS NM ].5' a COYER. <br />l3 NS1XAPOd SHALL EE DOW STYRLFOM HI BRAND J5 OR EOOVAIENL MN 4 IN S OF <br />RRCKNESS <br />14. SAATARY SEVER PIPE Wi5l0E NE NRLONG ENVELOPE SHALL W POYMNn LTRO/t/DE <br />(PVC) SOR 3 OR 26. SON 26 IS R£OORED FOR DEPTHS GREA i£R NM 15 FEEL <br />SVRTMY SEWER PPE MRIIN 5 FEET OF ENI AND UNDER FDOBNGS PIPE 9AL1 lX" <br />PAC SCHEDULE 40. <br />15 STORM SEVER PIPE SHALL BE RERffOROD CONCRETE PR'E (CUSS 5 FOR PR/E <br />DIAMETERS 18' AND SMALLER, CLASS 3 FOR PIPE OAMER S 21" AND LARGER ARL ESS <br />ONfRMSE NOTED) MN R-4 GASKET$ OR IMP£ STORM SEVER HPE IF ALLONED BY ME <br />QTY. HDPE" SPNM HPE SHALL MEET R£ORREM M OF ASTM F2648 HPE SHALL BE <br />WATER RGHT ACCOPoVNG TO ASTM M212 REORREMENTS SEE PLM FOR LOCABONS <br />MERE RCP IS REOXRED. PYC STORM SEVER PPE SHALL BE SCHEDULE 40 PPE FLARED <br />ENO SECBONS SHALL LRE RCP MRM MASH GUARDS & RIP -RM. <br />16. POST IFMICATLNI VALVES SHALL BE CLOW F-5]50 (CR £DANA Y) MEEING AM <br />STANDARD 0 09 AND OTY STANDARDS VALVE TO BE MEGHAMCAL XVNr RESUENT <br />NEDGE GAZE VALY£ POST RD BE AO.ATSTAENE FOR 8 FEET WATER MAN DEPo,. RIE <br />EIECRRICAL ALARM SNfRW SHALL BE PMT NO PCM (OR EONVALENT). <br />1). AFTER CONSBMCBON IS COMPLER D. W COVNACTOR SHALL PROYME THE OWNER MIH <br />M AS -BUILT RECORD OF UTBTTY CONSTRUCRON. BIE AS-BUCT SHALL NCLUVE <br />LOCA RON AND LENGN BEM BBI S OR CNMGES TO NE PLAN CMMACTOR M VERIFY <br />MN ONHER OR ENGINEER MXBXR A PLM MBI PGST-MNS R N E(EVAPONS IS <br />REQRRED. <br />Apex Holdings LLC <br />2ll0 L"A k Avenue South Sl C <br />N14n�poB3. NM4 %mB 3948 <br />X <br />RECEWED <br />JUN 2 0 201 <br />CITY OF ORONO <br />0' 30' 60' g0' <br />Orono Senior <br />Housing <br />0., AL1ne3aW <br />.11130V M.d., <br />»ate <br />06/19/17 � 6 � 10 <br />Utility Pian <br />