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<br />SANITARY SEWER
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<br />51AMESE FIRE
<br />CONNECTION
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<br />FFE=918.0
<br />GFE= 907.7
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<br />GARAGE = 9 i 1 _50
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<br />UTILITY NOTES
<br />L. . CONTflACTOq SHIILL pEFEp Ttl ApCHfIECMUL PUNS FON E%ACf LOCAilON3 ANO OIMENSIONS OF YESiIBULE, E%If PoRCNE3, MMP3, PIIEGSE
<br />aun.o�xc oiMexsiaxs axo oucr amimxc umm exrnnxee wc�noxs
<br />2 THECONfRhCI0flIS3PECIFlC�LI.YCAUT10NmiHAT1HELOC11ilUNANUNBELEYAitONOFEAS71N6UTILRIE3pSSHOWNON7NESEPLRNSIS
<br />BASm ON qECOpU3 OF THE VAFlNI03 UTRtfY COMPANIES AN�, WHFAE POSSIBLE, MFJVSUHEMENi3 TAI�N IN iHE FlELD. THE INPoflMIVTON IS
<br />NOT TO &E NELIED ON AS BEIN6 FXACT OH COMPLETE.7HE COHTRRCiOH AbIST CNLL THE APPflOPfl1A7E Ui1tRY COMPANY AT LEAST /8 XUtIH3
<br />BEFOHE NNY FXCAYA710N TO NE�UEST EXRCT FlEI.O LOCRTION OF UIILITIE& R SHALL BE7HE HESPONSIBILITY UF7HE CON7RACfOR TO
<br />naocnr� au. msnxc ununes wx��x coxFUCr wrtx rxe rxoeasm ie�enovonExrs sxowx ox rxe ruxs. rxe wcnnoxs nF s�uu�
<br />UfIL1TFE5 SHALL BE OBTAINEU BY TNE COMiUCIOp, BY CALLING GOPHER STII7E ONE CALL IIT 459� W02
<br />3. 7HE CONfMCTOH SHNLLTAI� AIL PNECRUfI0N3 NECE93RflY TO RVOID PROPEFiTY ONMAGE 70 ADJACENT PROPF.ATIES OIINNO iHE
<br />CONSTRUCiION PHqSES Of THIS PPOJECT.IHE COMppCfOfl WNL BE HHO SOlEI.Y NESPoXSI9IE PoP ANY OAMA6E3 TO THE A0.IACIXT
<br />PROPERfiES OCCURNING OIIRIN6 THE CONSIHOCTI�X PIUSES OF iH18 PROJELT.
<br />4. SAFEfY NO710E 70 CONiRAC(ONS: IN ACCOflORNCE WfTH 6ENEMLLY ACCEPfm COXSTRIIC710N PR11CItCE3, iHE CONiMCTOfl WILL BE SOLELY
<br />ANU COMPIETELT RESPoN319LE Wq CONOffIDNS ON 7HE JOB SRE, ttICLI1�ING SAEEfY OF ALL PB�OHS ANO PP�PERIY DUNN6
<br />PEAFDRMANCE OF THE WOpK. THI$ qEUU1pEMENT WILL MRY CDIRINUOIISLY ANQ NOf BE llMIiEO i0 NOHAIAI. WOPo(ING HOUPS. iHE OUiY
<br />OF 71iE ENGINEEA OH iNE DEYELOPEI170 COXOUCf CONSTHOCiION FIEIIIEW OF 7HE CONTP11Cf0iF3 PEPfOIiMRNCE IS NOT INiEHOE� i0
<br />INCLUOE HE7tIEW Uf TNE ADEqU11CY Of iHE COMflRCIOP'S SAFEfY MFASIIIIES IN, ON Op NEAH 7HE CONSTNIICIIDN SRE
<br />5. ltLLNflEA8011TS10ETHEPpOPERfYB0UN0APoESTHATAHE0IS'fUNBmBYU[ILIIYCON8TRUCiIONSHALLBEilEST011EDINKINO.SOD0E0
<br />AflFA3 SHI1LL BE NES�OHEO H7iF1 B INCHES UF TOPSOIL PUCm BENFA7H THE 500.
<br />& THECOHTMCiONSHILLL9EIIESPON8IBLEF�RPpDYlOINGANDMWNIAINING7flRFFICC�HiflOLDEYICESSUCHp36ARfi1CA0E3,WARNINfi
<br />SIGNS, OIHECf10NAL SIGNS, PLAGMEN AN� LIGHTS TO CONTiiDL THE M6YEMENT OF iRAFFlC WHERE NECESSAl1Y.7F1AFFIC COMRUL OEVICES
<br />SHIW. CONFOHM TD APPROPHUTE MINNESUfA DEPARiMkM Of TRIINSPoRfATIOH STAN�pFN3.
<br />7. PPoOR TO PLACEMENf OF AGGF�GAiE BASE, A TEST ROLL WILL BE HEQUIHED ON THE STAEEf pN0 PANIaN6 ARFA SUBGFlAUE THE C�MPACTOH
<br />SHALL PROVIOE A LOADEO iANOEM AXLE TINCK WfiH A GROS81Y96HT OF25 TOXS. TNE tEST ROWNG SHALL BE AT iHE OIflECI1�N OF iHE
<br />SOILS ENGINFBI AND SHRLL 6E COMPLETEU IN PHEIIS AS UIPECiEO BY iHE S�ILS EN6INEER TNE SOILS EHGINEFR SHALL DEfERMINE WHICH
<br />SECTIONS OF THE STRFET ON PMIDNG AHEA ARE UNSTABLE CO(tAECT16N OFiHE SUB6MDE SOILS SHIILL BE COMPLE7EO IN ACCOFmAMCE
<br />WIfN TNE HEqIIIPEMFHTS OF SHE SOIl3 EN6INFEH
<br />THE iREE3 ANO OTHEH NRi11flRL VEGFIpitON WITHIN THE PB0.1ECf RNOI➢H ROJRCEttf TOlHE PN0.1ECi AHE DF PPoME CONCEflN TO7HE
<br />CONiNACTOfl'S OPEflNTiDNS. HE X7LI. BE RE➢NIIED i0 PNOTECf iHE iFlEES WHICX RHE TO 8E SIIVE070 BE SUflE THAT EOUIPMENT IS N0T
<br />NEEOLESSLY OPERNTFO UXDER NFAfl6Y lilEE3 ANO SHALL FI�iCISE IXIpEME CAIITION IN WOFlqNG A0.IACIXT TO iREES. SHOULO AHY
<br />PoHTION OF TNE iliEE BMNCHES NE�UIRE HEMOYAL 70 PE(iMR OPEM7IUN OF THE CONTAACTUfl 5 EOUIPMENT, HE SHRLL OBrl11N TNE SEflVICES OF
<br />A PIIOFESSIDNILL IAFE TNIMMING SERYICE TO'fPIM 7HE iREEB PPION TO iHE BEGINNIN6 OF iNE OPEH0.iI0N. SHOUID TNE COHIN�CiOPS'
<br />OPEAATiDNS HESUL7IN iHE BNEAIIING OF ANY LIMBS, 7HE BHOI�N LIM83 SHOIRD 6E PEM�YEO IMMEOUViELY ANO CUiS SXALL BE PIIOPEPLY
<br />PROTECIEO TO MINIMI7E ANY AUiNOflRAT10N BY THE ENGINEER COSTS FOR TNMMING SEBYICES SHALL BE COHSIOEAEU INCIDENTRL TO 7HE
<br />6MUING COXSTRUCfION ANU NO SPECULL PAYAIIXf N7LL BE MAOE
<br />LEGEND
<br />PqOPOSEO WSTING
<br />CUHB 8 GUTfEA
<br />STOPM SEWEfl �-- � 2 -�-5 L�— ��� ��
<br />SANRANYSEWER �-->—���--1��?
<br />FOHCEMNN (SRN) O-- —r—>—,^i
<br />WAiERMNN H— I —} �---'--#
<br />EASEMEM — — — — — -- -- --
<br />fl.O.W. _ _ _ _ — — —
<br />GAS LINE °
<br />�ecmic ��
<br />TELEPH�NE � �—"
<br />�4ERHEAD UTILITIES '� --
<br />o so so
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<br />Scale In Feet
<br />WARNING
<br />THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
<br />FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
<br />CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
<br />STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
<br />REPLACE THE ABOVE WHEN DAMAGED DURING
<br />CONSTRUCTION AT NO COST TO OWNER.
<br />FJigUlE21i!]g • �/IIIIlKJ . $(Ay2}4/Xj
<br />MFRA
<br />McCombs Frank Roos
<br />Associates, Inc.
<br />14HW 28tllA�erue RbUL 9� 740
<br />PFymoiM• Mv[l� •55447
<br />pho'ie:7W476W70• �c 7Gi�4768532
<br />xQ'sde: w�+wmhamn
<br />Ctient
<br />UNITED
<br />PROPERTIES
<br />3500 AMEHICAN BLYO WEST
<br />SUfFE 200
<br />BLOOMINGTON, MN 55431
<br />Project
<br />LANGTON
<br />ASSISTED
<br />LIVING
<br />Location
<br />ROSEVILLE, MN
<br />Certification
<br />Summary
<br />�esipned:Kr OteWn:ZAElJK
<br />Approved:.... Book/Page:......
<br />PhaBE: CONCEPT INtl21 ISSOe: D7R2/200B
<br />Revision History
<br />No. Uate By Su6mittal/Hevision
<br />Sheet Title
<br />SANITARY
<br />SEWER �
<br />WATERMAIN
<br />PLAN
<br />Sheet Number Revision
<br />C-6.01
<br />Project No. 17610 AL
<br />
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