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MOND LISTS GENERAL UTILITY NOTES: 9��71���� <br /> ,------.-'11 <br /> _—__�` SEE eTERANFOR xORRONTALOMFNSIONSwDUYWr. 1 Y <br /> ' 0444 ARO CS R Co U <br /> ♦�• -. - \• .....:.57,� R REAR HALF OF HOUSES rcpsapPIIIO FEAME9PNONICOHITOCTOR S.1.1.FELD VER.O COxs'TFO:iON.ECOMRMTOROCATOR NO ELEVATOR CF SHALL NO MTRES�RLA .1.31w 35TN3T stPTE ma <br /> './ ••\ AREA C =ANDNPE INTO Z ROT.THE ENONRA OF DECREPANCES OR VARATONS FROM THE NNIS. <br /> %. •'� NEaOE STM -+ A! EFOE: <br /> OS• NDERGFOUNDSYST �F SPECTOUTGHSFORWATERMAN.°..ELIRENSTALLA, AND�,NDARYSPA.IND LAKEI�(EST <br /> 0)HEADERS <br /> �/ STOW$EWER NSTNUnoRASPREPARED Br TECIN ENDMEER9 ASSOMIOXO <br /> ,r aDEd ENO STONE. FCF.L >L MMNEWTA MENG AND 6.L COF0IN WRN'xE REOLI.MEMS OF THE CITY ANODE <br /> %' •• tx STONE SEPARATIONB.STONE VER 9� S PROJECT SPECIFICATIONS <br /> • KU O. 07. Ol91NC89Wll aE 9ALVAGEDFPOI9TNUCMI[11EMWw9 NID REL9E0MNAGFO ATTE <br /> •• IE 12.CA1,03000 DI EGCNOEOVHER DEVELOPMENT.LLC <br /> ,\ • OE• CORIFICE=955050 .k 'It" Ni WATER PIPE SHALL BECWSSx DUMP IRON ME ORI LME580TKANiBE NpTEO. <br /> • SEB"ORIFICE=93O50OP 12.Cm1,931 OD pL ALLSALRTARY SEWER SHALL BE BORN POLYWNYL WLIME(PVC)UNLESS OTHERWISE NOTED <br /> V\` ••• iiOP = S? . B. NL9rWM SEWER NR SHALL SE HOPS UNLESS OTEIMtY VOTED <br /> ••tW RHWL=93138 O.5. Ccs a PIPE WHOTHS SHOWN ARE MONOMER TOM/4ERO STRO .OR'O00 O FLNED <br /> \ • <br /> •• 41114 YSTON a l EMO SECTOR. <br /> •• 9�e O//� ta. uCONTRACTOIS DITWTUT RFSPON9TOTES OR THE PLAN ARE SMOWN 00LE FOR THE FWAL CW.W 6 OE THE CCONECTION TO BLEOBNO LINES. <br /> VVING POOTDRINT THE <br /> \ ••• ) CI ACCESS RISER,TVP ALLOW, I WO�TNfEWTTIMCM1ELiMIL MO MEONNOH PLANS. <br /> AT\ 0 01 r OW.TY GRATE <br /> 929 I.uS..TCH 4°UTTERS E.U.SE SIPPED ONK O.MANHOLES 111 FARED 15 FEET PERSHALL <br /> DETAI ELEVATORS M TH ON THIS <br /> HOPE FEB 1, IRAN DO NOT REFLECT SURFED ELEVATORS. <br /> ,• „'cL P E'NIR60 CL I W.FRE MVOMxI13wY IE LOCI®BEEF,BEMMDBACN OCWBLH.E990ERWIY <br /> T\ • `� 1tl PJC NON—RETURN VAL VF_ab z NOS' <br /> AnECyT TO EOsi STETAE/F1000 WATER FROM t1 xYDRAl1TTYPE VALVE.AVO COWECTIONswII aENACC090ANCENHMCDY REOREJExT3 <br /> R�ZCONTRACTORe ORM•a50x :DENT GsvSTEM. , E�NOMSFEET� NNCOENIS�iKa OWER ALL WATDNAIN.UMf6r O,Hf F <br /> CONTRACTOR TO VR / CONCRETE HEADwNLAAO <br /> •' <br /> FINDINGS TO ENGINEER ,,,,JT MANUF.SPECS I WIED.EOMOEPMNAY SE RFOUPEDiO MANlAMAMNNUM OFIEVERTICII <br /> • ELEVwi ON %Sr�F.� 6v/ '/9 OV OECUYLNER <br /> ER �V / NSCES a BFPAMiON iO SANRARv ORaiORMlEW'ER LNESEMM OPM WATEPMAN roMCOENTAL. (, <br /> BEN MNNIEA O A RICHES OF LEITICLL SEPARATION ARO to FEET OF HORDORTAL SEPARATOR J . <br /> ORONO EWE S 11LF 2)PVC / NYLOPAST , AATON sysTEMs WI. IS MOORED FOR ALL ImImEs.LNEsaoMERWISE H0ie0. J ,O <br /> �: ,••�� STORM•1Wx,��� RIM=93zW w N ,e. ALL caK•eciwrN TOEnaTEa unrtEa slwLx NAcaaoAlkemmlam STANDARDS AND <br /> E=9zs77 • <br /> 29LF,,IVC CCGRONATEDTTNE VW PRIOR TOCOINiRUCTCN. i <br /> \ ♦' STORM•]3T. STORM•lsax T.CONEC1ONS TO EXST.STNOUTRES SMALL SE COREFILLED. .02- <br /> Z <br /> ♦�, x86% / 1T ACCESS RISER TYP IS.COMINATELOCATIONS AND SES OF SEANCE CONECTOM MWH THE MF.CWNCAL Wc z <br /> ` T�♦ F?P �/ , SLOTTED GRATE TO ALLOW 5056Nra_ z i w <br /> RAl SERV F ♦ STORM L'&''%: INFLOW,THE IP COORDINATE INSTAL LATIN AND SOEd6LNO O THE I1VAUrgN O MUTES WITH W E a <br /> E ♦ RM®079%/ AONFM CONTRA/CO.AM CM STAP <br /> �• • ♦♦♦ /,/ 7 <br /> DETENTION <br /> ETERGRWYSTEM IMWATER M.ALL STREET REPAIRS AND PATCHN09HN L R PERFORMED PER THE REWIRE...OF THE O O <br /> CM ALL PAVEMENT CONNECTOM99WLL BE SAW A,.ALL TRAFFIC COTRO951WLBE <br /> ,� PROVIDED BY rxEcoNmrcORAND SHALL IE EBrAELISHDPEN THREWIREMENt9OF tHE J 0 ; <br /> / / DETE RiOEaS°STEMI MINNESOTA MANUAL OR UNIFORM TRAFFIC CONTROL DEVICES OEOT=AIO TIE CIry.THS <br /> RY9�OE6EHISTONE 9WLLNCLLDE eurNm BE UNITED TO saNrE lUmllf.AUE.FLASHERS AHD FUWOS As d <br /> AA A -',1,,) ,O/ 1r STOKE PIPE MPS..PUIRES1NE.S SMALL KOPER TO TRAFFIC AT All TLES.NDRWD CLOSURES U W w <br /> R\ 1 WATER c 9v STONE COVER p SHALL BE PERHTTEormHOT APPROVAL.THEO. a Q <br /> % iFir ♦♦ (OUSE RNs /' ?cMF=93oW T.ALL 4TNlKN,EB.PIIBIACAW NMATE.BHNL 0E bA5TEOroPRWGSEOGRADES WHERE j I— N <br /> `�\ FROM romNCE-9JO aO RESET rO PAVED*.MUST WET REC.E ERTFOR iwsrlC 1.0.14'0.sNENG _ CO <br /> fi' OEp2)4.ORJFJCE=93025o W Q <br /> RSVi0 ♦♦&♦ • / AG1(10-1,Mr 0)1,921 00 TONE.50 u CONTRACTOR muucaIOrurewLwamrmm cnrvare muncamRwlEa <br /> .,,J�/,� R . , , .•'O{,` TOP TO CONTACTOR 9WLCOORNATE COMECTON OF NHO,TOH SERVICE TO UTLITEB. <br /> `.C`(/. ♦ ♦ �Q 1� COOIONGETIE RRTAUAnox O IRRIGATION SIEEVESH:CESSARV AS TO HOT MPACT LO <br /> ♦ ♦ / �• Ff NBT.ATION OF MUMS. W S <br /> _] / 1f6 `'� COM.CTORNwLMwrARMSBALT PLANsrNNODowur COHSTOCrON McsuwT LLA <br /> \N 1 t.'e [a. ' N.NEE PUMB TO EWNENR OCR=PLUM O WORN. <br /> \ A�',, c ALL ISMS Aro COHECrO.N STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTOHT <br /> \ TO E%STING A.OVFO RFSAIOIT RUBBER JP.MUST BE WED TO WIM WATFRTMNT CORRECTIONS TO 6 <br /> V • CANRECT WAGES.CHIP .VML.OR OTHER 9TRUCIUPES.. <br /> 1 / -M <br /> CONTRACTORCATSTUB <br /> A NLPORTP.OFTIE STORM SEWER SYSTEM LOCATED WITHIN 10 FRT OF E SLAW.OR <br /> / S[IJ WATER SERVICE LINE MUST SE TESiFOwAOAIOAMCE YTM MIRUIEe.CIMPIERmA. <br /> SPECIFICATION cm Rpm,wm <br /> , / LocnrrAN,SIZION E AND acnal Tana !HERESY MOTO 11.P.T OAS ANN <br /> SANITARY.RVICE <br /> 7317:0•4"t174IrPArA'ZIT <br /> LICENSED PROFESSIONAL EEGS.. <br /> /// TSF. FOIwNGS To ENGINEER REPORTXISTING <br /> CITY OF ORONO UTILITY NOTES: GRADING FLOODPLAIN NOTES(CITY 8 WATERSHED): °M0E"�I/yE) "'EPF <br /> IA /♦ 1 TELEWSE EOSTNG9AHTARY SEWCL WIN ANDRE.. OMS TO I. FLLNONE ROOOPIAN MI L RE WOOED ON NW AT A1'VOLUME //. _vim <br /> 4 /V x ENNE.PRION TO mwTNOOW RATIO. �l,nn <br /> AM Sen.M.N.EXPOSED MD LOCATOR.8..MO z NRC.O ORO RULES,THE LOW FLOOR TERATISM FFEIOF PROPOSED DAM u� <br /> F I� Or A SERVI27 CEE COORDINATE WATER x FLEW.ARE.60 VERIFIED/AVOWAIC 0.11.OF SERVICE STRUCRRES1.1 BE 523.5 OR NGIIER DAM 10•10/17 u <br /> STUB i• SONG <br /> ERR WI MECHANICAL CONNE[MMI9MORUBE9U•WTTEDIOE CP FOR REVIEW NO APPROVAL <br /> AP IxISERWCES 1/ DESIGNING IN HOUSE PRIOR TO CONSTRUCTOR <br /> S LER MNHSV.HACIEIX wATFRSHI®OSTIECTRLlE9.TIE LO//014MGO U SUMMARY <br /> WET EXISTING WATER SPRINKLER SYSTEM PROPOSED STRUCTURES MUST BE 5625 OR HCHR. <br /> TO COORS PRIOR TO CONSTRUCTION y51 T-LX,Fw,n Fw <br /> ,Oil UTILITY LEGEND: /5/t1 `=ii� <br /> CITY i�aRTOVERIH -.�.. <br /> Tr rzE,AND • OUCH WIN <br /> i/, E,EVATION OF EXISTING <br /> / FINDINGS TO ENG/NEER PROPOSLVE NE VALVES -1 <br /> / EREPORi � MANGE ---� <br /> ,.,' N wTEVALaE NO VALVE BOX _ _ _4444— <br /> —I— WAIT/IMAM REVISION SUMMARY <br /> KA <br /> CP ) SWAM 5EWER5c TI: <br /> PRELIMINARY <br /> GOPIERSTATE ONECALL 16.0.<1.1 , <br /> UTILITY PLAN <br /> 9 �,,.H�LR� <br /> 0< C4.0 <br />