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MST�LL Al1 ER090N C�fi1R0� MEAAIRES PRIOF TO <br />9EpNNING CRISTRULTIQN, MI� MNNTAIN UNII� 41E HAS <br />BEEN STABILJZED. CONiRACT(%i SHiLL1 VRON�E ER040N <br />CON7Rq. FACIUPES IN �CCORDANCE NIiH iHE LOCAL <br />MUNICIP�L EflO510N CONTROI ORDIN/NCE, ANO ALL <br />AP%JCABI.E STATE STRNDARDS <br />2. WAS1E MAIEAIA� FRpA CpN57RUCTION RC71N11ES Sl11Jl <br />BE PROVF3lLY DISPOgD OF BY 1HE CQlIAACTOR. E%CE55 <br />E%CAVAlION 9ihLL NOT BE PEMO�FD FROM 91E NITIWT <br />PERM1590N OF iHE DE�ELOPQ2/OMHER. <br />3. OFF 91E SEOIMENT DEP0975 OCCURRINC AS A RESULT OF <br />A SRMM E�ENT 91ALL BE CLE�NEO UP NIMIN 2{ HIXIRS <br />OF TNE EN� OF 1HE EbENT. ALL OMER SEDINplT <br />OEiO5i1S SM�LL BE QE�HEU UP AT THE FNO Oi EACH <br />wOFKDRY. <br />t. INIET PROTECTIXI IS REW�RED IN ALL IN-VSE INLEI$ AND <br />4ANHd.ES DURINC CONS1Rl1ClI0N. <br />S.INSPECi ALL EROSION CON7ROL NEASLRES AT LEAST ONCE <br />R NEIX ANO I.FTER ANY RNNFNl EVENT OF 0.5 INQIES <br />OR NORE. MAKE NEEDEO RFPNRS k pOGLYQIT. <br />8. hfE CONINACRIR SHALL NO11FY IHE LOCAL MUNICIPAL <br />ER090N CONiROL INSPECTOft AT IEAST 2 D�YS PRIpE TO <br />THE STMT OF SqL DISiVRBINC ACtINTIES. <br />l. iHE OOHiR�CTOR SHALL MNNTNN ALL EitO51CN CONiROL <br />MEASURES UHTI� TIE 97E IS STABIUffD. <br />8. lISIFD QiApES ARE FlNI9IED GRIXIND EIEVAiION OR <br />FLOMVNE Oi Q1FB. <br />B. ASPHALT CRADE 91ALL MATCH WA�K GR�OE I�LONC ME <br />rnoar a sra+�. <br />10. ALL QiAWNC, TRENpI BACKFlLL �D COMPACTION 91ALL <br />BE OONE IN ACCORUqNCE NITH T1E CEOIECHNIC�L RfPORT. <br />11. PROPOSED �OT QtADE 0.EVATONS 91N1 AO� 900 R) <br />TME ELEVATION SHONN ON iH15 PLM! TO CONVERT TO iHE <br />L151ID 9ENCIMIARK OANY. <br />Ertoaa+ ca+ma ccou�rvrF <br />I.INST�LL 4lT FENCE AND iRACKING P�D PEA PLAN <br />DE�AILS. <br />2 INSTALL INLET PROIECiION IN EMISTING INLE15. <br />J. INLEi PROIECiIOI 91/�LL � INSTALLED IN INtETS AS <br />iNEY ME CONSTRUCIED. <br />a. ONCE TVE SITE HAS BEEH CONSTf1UCTED RI CRAOE �NO <br />1pPS01� IS PIACED, PERMANENT $EmINC SHALL BE <br />INSiALLm. <br />S. WNEN 97E YEGETAiION IS ESTABUSMm, 7HE EROSION <br />CONiROL MEAAIRES 41ALL BE RpIO�ED. <br />CON<iRLCTON aQlQ10E <br />1. INSTAIy QiOypN GOf/7ROL <br />z. oeMOUSH �asnNC ew�r+c. <br />J. REMOYE Ela51ING CUR9 k WTIER, MILL ASPHALT, fiENO <br />U11U11E5. <br />♦. S1RIP TOPSpI <br />s. ir+srui unoenaear+o ununes. <br />6. Qt/�E 91E TO PUN EI.EVA710NS %.A(.F BASE CWRSE. <br />]. CONSTRUCT PROPoSFD BVIIDINC. <br />8. CONSiRUCT CONCRETE CVRB �V1D GLTTER. <br />9. TOPSdL, gE�. ANO LrWOSCAPE. <br />10. PA� PMKINC �Oi /JID DRI�ES. <br />II. REMO�E ER090N CONiROL MEAAIRES <br />BQlSdi11lBKS <br />�2� 1.) TOP OF NVi OF FlqE MYIXtANT AT SOl1THEA5T pIAOHdN� OF <br />DIONNE $TREET AND OUNIAP STREET. ELEVA710N . 8J0.81 <br />n 2.) TOP 0� NUi pi FlRE HtDfiANT AT SIX11HN[5T W�IXLINT OF <br />O FERNMOW SIREET ANO URPENIEUH AVENUE. EIEVAlION � 91{.3] <br />ELEVATId15 $HOMN RRE BASED dl dTY OF ROSENLLE BENCHMMKS <br />����" ���„�M� <br />.... .,.�rn11-�1• \:. ,���.n __:� <br />,..,_. . .� a:� on <br />fl/1�q�W �001/L <br />vm wpertsn �ve w <br />ROBEYIl$ 1�1 6BIY <br />Ra�nbow <br />otve�o� sw <br />ROlADY8 � � <br />��� <br />Q76 E NNCplM AVB�R <br />ILMMR� N7 68101 <br />PROF IONA N IN R <br />I hereby certify thot this plan, specificotion, or <br />report was prepared by me or under my direct <br />supervision and thot 1 om a duly licensed <br />Professional Engineer under the laws of the <br />State of Minnesota. <br />Pr'nt Name: Paul Mlchael Phillios <br />Signoture. <br />Date: License ,y: 42650 <br />ixraeutqr+ or� n�a ort�vn�e r,vv�s vx[cmtnce <br />aFx n� sxu�wnor�s wHUK iv n�e oocu�vns � <br />1NVE COIil1CfING INid2WM)N. <br />N0. pA7E BY D6CPoPf10M W <br />ZS iia <br />� ¢ <br />� _ <br />� a <br />� — < <br />0 � <br />� — ¢ <br />0 — � <br />— o <br />W <br />� <br />� <br />N <br />ScxE: 1 •�3p• SHFFf: O <br />PRQIECf /: 3te7 ♦\ _ /\ N <br />DRWN BY: CF� HY: 0 <br />If17AL• 03/03/OB � � � <br />O <br />