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n -yam _ .. . — B KV ��D • G R O U P ,D p� (SEEPPUNNS ETER GROUND OR PAVEMENT Architecture A A t-R�NESS O RIPRAP UNE(RECESS GV 1/27 Interior Design ADJUSTABLE CAST IRON SALVE BOX Engineering C€AO E6 S VALUE CAS N+�TaGN I. �ARE 89XWU N ACCORDANCE WITH�•r<eMORM AND W Nm,om FOR Boorman wLT — o1Lr.Doer Im omra wr 1 mw nog 9n I r TIE oR U all[n Ii F` LEA�sER 'GATE VALVE UTILITIES TroNS ar�1DU aiuT�away w s+vea r"oRON ram"'"'w1pRarNme v 0e`'101RESPCCmcLDCJuTwn+aAND Kf005 LcrA�TMa6O AT U[ASr n HOURS PIMR ro COHMM CTOW THE mNl,unal awaaaaP TVI IOM lum UmJnC3 w PLACE UK=antormw SPOaED w THE PuU,S OR I AMID W THE NorEDL W ANNIDHAL Vogel FLARED END SECTION HPAM SFAT VALVE BOX BONNET ON Cr%vo-Tw—SHE OWEN IF ualns OFFER x Ra®I A o/M LODATAN EROM THESE:small OR ra 2' ROG�f SHA�LL'IBE BROUCHt UP OE1.RIrs Group ...�... ..... O TO A POINT WHERE THE L omR6 AND OTHER UMMUITABLE IATMe RSMOIW nta THE CORSTRTKTmH SHM1 m RDmviD AND VALVE BOX SETS ON THE DISPOSED OF OIT-STT W TIE aORRALIOI r=RRa CE WNM HRI/aaT Ss[C 2104,47 AAA N Inc. _ CRUSHED ROCK. AaoamvAS WITH RmmA.sa]C OtY NQ muNTr RED REI=T FILTER FABRIC �•'. D[trc"QfmKA�L SUN=ARE SHORN a o DOWNIM THE CM W TER O�TELEPHONE 1 OWE APPROUUAt - 5,M•TIE RODS � COMING W TER SERVAS� oa.TRAtTOR�T�m mAC�a ;� 222 North Second Street �-PIPE BETIDING THRUST BLOCK SEWER SEINas Minneapolis,MN 55401 A.THE aoHrnHCrm"""Iwo"'WAWERArar PLOW AID SUMM ro THOSE 00a M TIE rAS1EWATER Telephone: 612.339.3752 RIP RAP n GATE VALVE (WITH RESILIANT SEAT) .O nRmwH NA m6,RIC DM WAS—K SHALL WT eE ENMRNIII ro ERER M SERA ORAa1 rrsTM.rARaTrROUO wTEOAL No D®R6 SARA IE S E w TIER-ww M ENrnD Nm t 2 ;, P""°�P"Ne""x'0116 Facsimile: 612.339.6212 NIS ALTS a e•NaMWAN COVER N WATER SEMDE R6MMAIDM FRar remNm rnAD[. E Hr 1—SEPAWATAN INFIRM WAroewl ARD SyarARr SEWER IWA.L m m www.bkvgroup.com 7.THE COYnUCIO1 SHALL S,LV Au MP=L FOR LATER IXSE ALL SNM'A=TOPSa1 SH—BE asn WORE NAU NO N TOPSOA BaRImW v r®m. IS.ERE Ewe oT ALL scr[n Arm uTR SERMCS SHwl W M WnW A]-Na'ROOM SM.a AND A e' CONSULTANTS _ STEEL.FDNCE POST a ra SUR,`� .CML ENGINEER: R.TE COWMA"SNAU VCKFU Al nu ARM UNDER I E PROPOSED emaALX i]D DRN RAYS WM 5808E ORANOM wp FROM THE N OAa O MPLT BITUMINOUS TACK COAT - la.ALL O=S FOR SALwaNa M AND PI/CNO Or SITE MTOMLS SHALL BE NaaDm N YD'.PRICE IRO Burarging & lEngintrring DI FOR Oq SPAVEMENT UMINOUS PAVEMENT O IT.THE Oaaana SMALL WAW RACED•LL ra MPSOIL.ND COMPLETED ALL nos IRSOMTOW•o1nrTIES PrarretionalR Inr. "M M THE PuA or 1 E 11"U"Pau;RpRwO COURSE. 80 IOU? Ave. baulk iS MILLED WDTH 2.TIE OWMT CTOR SHALL D6POSE a Efts DZ-113N COT ON ERE PRO=r WE AT I 110.6 M �aitr Park, An 55367 eE OE1ve.Hm r TIE rEEO.Pmown a Fu PLArJOW]I sAUL SE As oaEC1m n TIE PROPEFR (320) 259-9988 ornNER/oLVDaPER.sALamo AW RELA NO SE Troso>_ OURR AID CR 1.CONTRALTIEN,arm SHAU g FOft=ERR s AS APPROVER V THE EWREEL M A OFPTN OF AT LEAST 2 wEe PROM ALL EXPOSED sNS.M . w x DwArmaN J NTS SHPet EXTEND ro TIE Tau OEPM AW SmHOH a THE JONT. EXISTING I PROPOSED 1 PEnESTeW RAMPS ARE wLCom TO aRe AND OUnEA AW SIOCRALX W161RID'nOx. ®m�. BITUMINOUS W ] BrTUMINOUS PROJECT TREE PAVEMENT BauLEDUS sWEACwG PAVEMENT I.WHERE PROPOSED ESI Mld6 SURFACING MEETS EHmrom rIUMNare.THE EME DP TIE DC51NO mnAmae slRSAa PHLML g OUT AND REm.m M MAN A VDMC,L SYRAIGT DIX CaaTM.CT MLLm LU'AO.NT w �RamuA�'�M 6 ACW1mMD2 WM guOVm MAL MlC Ra•+l \ SOW= COMIRALTOR SHALL NL1OY LOVOION M NEW SAIDNx IRWER AHD WATER SEW WIN THE DRMA. 'PRaMRD A RATEmoT PLUG AT THE EW OF EN PH SENfJt M FAM RAT AR MLSTRNC v THE SNDARF SEWER SYSTEM IS NdOaRAL ro PVC SFINTCE PPL AN ].CanwCroR SHALL I STN.A NEW WATER sERNCE FROM THE WAN TO 10'INYOD M RIol -WAY LINE --w-- TPRLSS o oaY6[DRm1ED eY TIE M EEL Owre tlm S—M AONSTm To FR91m CrIADL WHERE SANITUN�,Tp bl ]'d G>Q�•WAH��RANMUHI SEWER wvF LT EDP M R SHALL BE IN RATM 41 E 6ESS w He NOES O NXI.INVNCE BETWEEN A RA1ER 5[RVDE 1]DOES.FN A wooer SEWER aOSSNO IRNEAM A =W,� , ;ELK „ P, R SILVER LAKE VILLAGE srslw MILLED LAP JOINT SHALL BE CONSTRUCTED ra°TER SE,%XS SHVU E R tr SENEHH THE STOOK OWANL APARTMENTS HR:OT.T.t r.Dec WHERE MATCHING INTO EXISTING BITUMINOUS N.PNOR TO aALTanLP4.THE caaRACIOR SHAD ASS=THE ENGINEER TO OerUN THE NEUCE LODAmN Aw maelx,O a rt 0JVATDN a THE ENO Or EACH SEWER AID WATER gRVXE MAT 6 RarAL OENTa6 IW SEWED.AO or a�Roc. PAVEMENT. MILL IMMEDIATELY PRIOR TO .ALTER SEER SCOAE WYE RIaR-0r-WAr M Ar EASE rWOXrH3m TTa HOUL],eoD.A]D.H IaOLrgH a ST.ANTHONY VILLAGE,MN NTOVW ORAP.Hoer ra EWER s[xtE RW1N RESPECT ro TIE H[.vESi OOWanaAM ILwlolt svLl E CO1NINm.. mmmlo mr/T� CONSRUCTING BITUMINOUS WEARING COURSE. moc TTWHVer Aa., 1.MWwal STESs SNNL eE ON TIE DOWN6nEIM SIX or ALL MAHaNaa pRn H wawa AND STOW DRAW aW saD ROM ].mNaACOR RICO-ar-cO' U l •NEW Or SEWER THE WAN TO 10'eETVO TE ENZ uHUESS anong P am Or THE oNM NEER. n FIRE HYDRANT W/ GATE VALVE 5 MILLED LAP JOINT ,ALL r axa RON SN.ws SEWER Alm DROP s S—SE ou=>: ALTS .. ?HE Ems of AM SEWER SERAas SNN.RE PELOCm WITH A WATDMQHT Pwa a PRDR 10 RDr rauNC."HE CaHaACrN SHALL AUnR TIE OWNNEER TO OR"UH TIE R PUCE LODA1oN AW PNERT-U AIION W THE EW OF NL SNQOAF SEWER Soxoa TWAT ARE S11ABm ERR AW PLUOMM e.tALawrr SEWER SE R6TATLED M ALraN X A 1W SANnhRY SEWER SEmrt owH AT ra RLHf-0r-WAY WIL -TE M— KEY PLAN 1.POOR TO Oa6rRlxnOTA TE ATIER ErOR THE PnaoE ro TIE[PURN RHO APPRw A A PEAR rod _ SCREE A IORaOW OF WATER 0'EACH THE IMD'YOTaI SHALL RATER S R .sou A rWrAELE SHEET TIRE SCREEN AT ra IM1M or mW[cTw a OLH AW LVFm TOROaNm WATER tafN¢ro M 91RHTCTIR[ eEnNO sERrm. 2.—n,-e N °"M E AP w L�br x'" SAN"A" DETAILS& "n—L AND UNLESS OMERW6E SHOW"all THE acrW cs CONSTRUCTION I MANTAw le NOES MRaW VEIIrAL anaANCE m1WEON SAH"ARF SEWER OR STERN w—Nm wTD-rN WHERE THEY�WATERMAN PIPE AmRS SHAU.a AS FAR ASH POSSeLE EROM TIE PRE 8T OSAMM NOTES A ALL WITH A BO NSTNLm SHALLL BE POMm MAH TNT M A N BAH TW UNL Sim n OR THE RITH A 3 R n LOW MgRI AT 11E BOnaN1.COIDX AND 0 ra WE Mn1E MMN NERD EAPE OR THE GmNVE nERNHW rlr,a RISERMED r TIE W,L.c am Nm IMKm N ra aPERA,D,c NUTr.A WAVE PRELIMINARY e0.CO.ER wH A " SH ERR WIaOR,OiG ro M amHDE OuIETER a THE sm CamNr CAH SE EQUM NT TEE CONE Y AH0 rosnmFlm R NNE roP m TIE VALVE aOX.TIE =KIA1 SHALL CRITERIA 5 EWR,OR uPLw.m er ra oNwEEN FOR UEM. D,IALN eaX PIUME yALVE RCa PLTRR aWmMH 6 A NOT FOR fmWnIOM d frAL AC®Mxfl 6 ilE PTDIER. e."UST mACTXRI WTEINIAL 9MlL H PRMM•ID WALLED'0 W ADDMO—OW ro THE ORHER.AL 1ESTN0 a=,SRED r sECRan WM�ND OmTEaTRO N ARWA MTAHHOEW 0131-M SHOULD a CaRlLlm CONSTRUCT-ION 6.iFOE AHf 1rF01i11lr W WAN B PIR INro$i]MCL �RACaR N ONE N Ww Wna A40 so ut THE CONNIX 10N To AN omno WATERMNN WITH CERTIFICATION r.QUw FOR DNCmE I"FmNR%IS BASED ON Sw(MID Boar FmOm.Fm HMI WLL a PAD FOR AT I hreby eertlly that the plan,soecMkatlen SNWDOrt mmE PER Pn'n1mNQ'DQA.M 90 TA��M 5 RAI m N P�f Nam or te0aF1 waT Oref]arHN1 DY me or Under my MR �p� direct vAwvWon and Mot I am a dUy e.aw;aACTOR a RESPONSUIE FOR WnnW AFFECTED PROPERTr ORERS PROP m TIE 1oRwNx SNUI NO tJCented I'"St r. fMInreer udder Da a AH COSTING RATE—OR WATER SERVKZ the h1NS of ItTe Stata of PABTnerDla. STORM IRAlA 1.WEFE CONCRETE maeo ARE USER FOR SMRW OR.N IWNaE OR CATCH ILA=IXXmmFeeoH,m006 5124/04 sIALL SE e"—UM..a NAL NL maca SHHNL K LAS)N A FLU w ®.PLACER THE ansax ,. Dote OF BOOKS. ].WERE A OwRNAToH a wIW6r mG06 AND PIEUST S=L ARE USED M euaD STRUCrAM 875520 rDWREr[max CONSMLZTON,sou D TE D ro e RIOH MNeAN ABOVE THE Too Or TIE HaEST RfLuDa Ucense Number PIPE ALL wOaa SNAIL eE PLACED N A SAL MORTAR®.PLASTER THE OuTSCE OF IROa6 TO N NO63 PAST THE ANClgH or THE PRErur SEDTAN. D PIX%T N OF PmE R OF DAMN RASr6 m Or O NOES—Frou NSDE WALL Nm A raES REVISIONS No. JDATE w MANDIa PL/51ER Or STORM DRARN PLPr ro HAR[A ST.OmH TRAL6TA1 FRw THE HHANroLE aF uTNeADN WALL ro THE E DO OID or THE PIPE ..ALL m cmTE PPE sWt SE"our M ra APPROPUM LONarH WER rbWEOnON M A CATCH&UON OR—ME.EXPOSED RunORM STm SHALL BE Oaaon RIN—r.D m a OaaOSN nmroR .PPRO.ED er TIE ENCBNEER. DATE 24 May 7004 DRAWN BY SR CHECKED BY TH COMMISSION NO. 1612.01 SHEET NUMBER C5 FINAL DEVELOPMENT PLAN C 2004 BKV Group