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a <br /> � . <br /> � GENERAL NOTES: GOVERNING SPECIFICATIONS: <br /> � 1. IXISIINC CONDITKNdS HAVE BEEN PROVIpEp gY A COM&NATION OF L10AR pATA AND �• TME MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPEGFlCATIONS <br /> UMIIID SURVE'!DATA BY WENCK ASSOCIATES. IXISTING FEATURES MAY NOT BE EXACi TO �R CONSTRUCTION' 2014 EDITION & LATEST SUPPLEAIENIS. <br /> 7H�R LOCATION. THE CONTW�CfOR IS RESPONSIBLE FOR VEFtIFYINC THE CONIXf10N5 OF 2• CfTY ENGINEERS ASSOCIAl10N OF MINNESOTA (CEAAI) STANpARD UTIUTIES <br /> � 7HE SITE ANO SFNLL NO71FY hiE EIK;INEER OF ANY qSCREpANGE$pR VARIATIONS FROM SPECIFlCATIONS (UTEST EDITION) <br /> +� THE DRAWINGS. 3. ALL APPUCABLE FEDERAL, SiATE AND LOCA� UWS ANO OROINANCE WILL BE <br /> 8 2. ALL OUAN�TIES ARE APPROXIMATE AND MAY VARY TO N10W COMPlEf10N OF WORK. COMPLEfED WfTFI IN THE CONSTRUCTION OF THIS PRQIECT. <br /> 3. h1E SUBSURFACE UTIUiY INFORMAl10N IN 1HI5 PLAN IS UTIUTY OUALRY LEVEL D. 7HI5 <br /> g QUALIiY IEVFl WAS DEfERMINED ACCORDINC TO iHE CUID0.1NE5 OF Cl/ASCE 38-2 <br /> ����E�D�7AEUNfS FOR THE COLLEC110N AND DEPICTNMI OF E'.%ISTINC TRAFFIC CONTROL NOTES: <br /> 4. E%ACi LOCAiION OF UNDERGROUND Ui1l1TIE5 SUCH AS GAS� i�..EPFIONE� FlBER OP�IC, <br /> PIPEllNES. ElEC1ftICN.ANO CJ�BLE N ARE UNKNOWN. �NIRACIqt RESPpN51B1.E FIXt t. 1HE CONTRACTOR SFWL BE RE$PpN$IgLE FOR COORDINATING NLL CONSTRIICTION <br /> LOCAiING PRIOR TO ST�RTING WORK. SGCING�ON OR OFFSIIE,AS NECESS4RY TO COMPLEIE 1HE WORK AS SPEqFlED IN iHE <br /> 5. CONTW�CfOR SHOUID ANTICIPATE PRNATE UIIUfY CONfLIC15 1HRpUGFIOUT iHE PRQIECT PRQIECT DOCUMENT'S. <br /> SUB CUT AND TRENCH ARFAS AND SHALL COORqNATE WI1H PRNATE UTRfi'f OWNERS. 2. CONTRACTOR SHAl1 BE RESPONSIBLE FOR ALL TRAFFIC COMROL ALL 1RAFFIC CONTROL <br /> 6. h1E RELOCAl10N AND OR PROlEC110N OF ALL pfISTING IJfIUTIES MUSf BE COORDINAiED $HALL CpNFORM TO THE UTESf EDITION OF THE MMUfCO, INCIUDING THE UTESf FlELD <br /> BY 1HE CONiRACTOR M!D ANY COSIS FOR SUCH WORK SFIN1,BE iHE RESPONSIBIUTY MANUAL FOR iEMPO�WiY 1RAFFIC CONTROL ZpNE UYOUTS. IF REQUESTEp,A TWIFFIC <br /> OF hIE CONTRACTOR. NO ADOf/10W1 COIAPETlSAiION WILL BE ALLOWED FOR IXTR4 TIYE CONTROL PIAN SFW.I BE SUBIAfiIED TO 1HE GTY FOR REVIEW ANO APPROVAL PRIOR TO <br /> AND ffFORf OF PROV190N5 NECE55ARY TO WORK AROUND OR UNDER MIY UTIUTIES. ANY CONSTftUCT10N REUIFD ACTMTIES. PUWS SFW.L CONPLY WRH ALL APPUCABIE <br /> 7. REVIEW ALL 1REE RE)IWNS AND OTHER SURFACE CONFlJCIS MATFi ENqNEEFi AND PERIAfT REWIREMENTS. <br /> OWNER. <br /> 8. INSfALL MID MNNTAIN EROSION CONIROL DEVICES AS SPECIFlm OR AS DIRECTED BY <br /> �N�� TREE PRESERVATION NOTES: <br /> 9. CONTRACTOR SFiALL CONPLY WITH ALL SfATE COUNtt, AND CRY PERMITS. <br /> 10. AWMAIN MNL, GARBAC£,MID RECYCUNG SERVICES.TO PROPF.RIIES. <br /> 11. PROiECf EXISTINC PAVEMENT AND SITE FEANR6, p(CEPf AS NOTEp. p�MAGE TO �, pRpTECT IXISTING TREES T}1AT ARE NOT TO 8E REAIOVED. INSTALL ORANGE <br /> IXISfING PAVOAENf SHALL BE THE RESPONSI&UlY OF 7HE CONTRACfOR TO CORRECT AS <br /> 10 7HE OWNERS SAiISFA(.`I10N,A7 NO ADDrt10Nl�1 COSf TO 1HE OWNER. A1ESH FENCING, 4' HIGH, WITFI STAKES EVERY 10 FEEf, 5' OUTSIDE OF THE ! <br /> 12. CONTW1Ci0R TO COORDINA7E MIO AWNTAIN A�TO PROpEliI1FS.CONfp/�CTpR Tp DRIP UNE OF ALL PRESERVm TREE$, OR AT THE CONSTRUCTION UMRS AS ' <br /> PROJIOE MINIIAUM 72 HOURS NOTICE PRIOR 70 SfARI1NG REMOVAL NpRK. CpNTRA�CTOR SHOWN ON THE PIAN. p0 NOT PERFORM ACTIONS WITHIN 1HE PROTECiID AREA <br /> SFMLL PRdNDE ACC6S TO F�CH HOME AT END OF WORIaNG OAY. THAT MAY FWRM THE TREE AND COMPACT THE SOIL, INCLUDING. BUT NOT <br /> �3• MAINTAIN DRNNNGE CONVEYANCE WPoNG C�STRl1CT1pN �gpTM �p�pµ0 py�p�p)• UMfTID TO IXCAVATION, SfORINC MATERWS, PARKING ANO TRAFFlC DURING <br /> 14. CONTRACTOR SHALL STPoP,STOCKPILE,AND RESPREAD OCISnNC TOPSqI CONSfF2UCT10N. WHERE CONSTRUCTION RE�UIRES DISNRBANCE WITHIN THE <br /> 15. BY ORqNANCE,WORK AIUSf BE UYI7ED TO qiY OF ORONO WORK HOURS OF 7:00 IJA PROlECiID AREAS, DISTURB THE ROOT ZONE AS UTTLE AS POSSIBIE. TREE <br /> TO 8.�00 PM MONOYIY TO FRIDAY AND 8.�00 AM TO 8:00 PIA WEEKQdDS AND HOUDAIS. pRp7ECTI0N MEASURES SHALL BE CONFlRMED 8Y OWNER AND ENGINEER PRIOR <br /> wORK Wf9DE THESE HOURS, INCLUOINC OPERAnON OF DEWATERING PUTAPS, IS TO STARTING CONSTFtUCTION. <br /> ALLOWABI.E ONLY TFiROUpi wRRTEN AUTHOPoIA1IpN pF iHE PUBUC WORKS DEPARTMErlf. 2 ALL TREE pRO7ECTI0N FENCING MUST 8E IN PLACE PRIOR TO BEGINNING <br /> 16. WETIAND/RFAS DISNR�D WRING CONSTRl1CT1pN 51{y,1 BE RESTORm TO MATCH <br /> PRE-CONSTRUCnON GROUND CONTOURS MID CONDITpNS. CONSRtUCi10N. <br /> 3. WHEN TREE R00T5 ARE ENCWNiERED THAT MUSf BE REMOVED, CUT ROOTS <br /> CI.EANLY AS FAR FROM THE TREE AS POSSI�E AND IMMEDUTELY WATER AND <br /> REMOVAL NOTES: a+cKFlLL ov� h+E aoo� ro aR�Nr orrnNc. <br /> '' ��r wTM'�ca srm�icno„��io��vmRwm�i�,N�,`�M01'LL TM"T EROSION CONTROL NOTES: <br /> 2. SAWCUT AI1 PAVEMEN75 AT REMOV�L LIMfTS. <br /> 3. QtO510N COMROL MEASURES MUST BE IN PU10E PRIOR TO ANY REMOVALS. 1. ADDITIONAL EROSION CONTROI MEASURES MAY BE REWIRED DEPEHOINC ON SfTE CONORpNS <br /> 4. CONTRACTOR SFWl CONTAIN D�AOLRION MA7ERIAL ANU PREVENi DISCFiARGE/WD DEBPoS WRINC CONSfRUC�ON. COORDINAiE WRH ENGINEIIt. <br /> FROA1 ENTEFtINC WATERS. 2. N.L EROSION CONTROL DEVICES TO BE INSTAUID PRIOR TO COMMENCEIAENT OF WORK. <br /> MIJNTNNm IN ACCORDANCE WffH SPECIFICATIONS THROUGF10lR WRAiION OF PROJECT.M!D <br /> REII�JED UPON ESTA&JSHMENT OF F1NAL STABIUUTION AS OIRECIED BY FJ�qNEIIt. <br /> J. ROAOVE TRACKm SEDIMENf FROM ALL PAVED SURFACES 80iH ON AND OFFSRE AS DIRECTED <br /> DEWATERING NOTES: er ouu�NEm oNGoorrw>. <br /> ♦. DISTURB�NCE OF ARFAS IDENTIFlm AS WETIANOS SFIOULD BE AVOIDED IF POSSIBLE. <br /> 1. NO BID ITEM HAS BEEN PROWDED FOR DEWATERINC AS ALL DEWATERING WORK �����µD TO BE(tESTORm TO A SAi15FACTORY LEVEL AT CONTNACTOR'S <br /> NECESSARY FOR CONSTRUCTION WII.L BE CONSIDERm INqUENTAI. � <br /> 2 ENERGY�ISSIPATION SHALL BE PROVIDED AT ALL DISCHARCE PqNTS TO 5• �a����� MIN. 4 INCHES TOPSOIL,NA1NE SEID MI%,AND EROSION <br /> PRE�FNT SCWR. C0�1ROL BUWKE�OR TURF REINFORCQIfM AMT WHERE NOTEp. <br /> 3. DEWATERING DISCHARGE MUST BE FlLTERm PRIOR TO FlNAL DISCHARGE. 5•�• �� �OL BUWKET: MNDOT CAlEC,ORY J, $IRAW 2S (rq pp1.Y NERING N10WEp <br /> 4. PROVIDE SILT BAGS FOR OEWATERING. -NAIURAL-FlBER, BpDECRAp�46LE NETTiNG ONLI�. IHSTALL PER STANpARp pETAIL PIATE <br /> 5. CONTW1CfOR RESPO�i51&.E TO SUBMR DEWATERING PUN TO ENCINEER FOR REVIEW. ERO-1A <br /> DEWAiERING SFiALL MEET ALL PERMR REW�REAIENTS ANO BE APPROVED PPoOR TO 5.2. NA7NE SEID IAIXTURE: MN SfAiE SEW NIX 36-211 (WOOOIAND EDGE SQUfH AND WESh <br /> SfPRT1NG ANY CONSfRUCT10N ACTMTIES. AT PLS RATE OF 34.5 LBS/AC MIIiH WINTER WHEAT COVER CROP <br /> CONSTRUCTION STAKING NOTES: STORM SEWER NOTES: <br /> i. a�eEoox+c roR Rc awe sFw.�canForw ro snwwRn oera�vu�ca+-� <br /> 1. OWNER NALL PROVIDE CONSTRUCTION STAKING. CONIRACT S11ALL NO11FY OWNER ��ryqp�q��, <br /> A MINIMUM OF 48 HWRS IN ADVANCED WHEN REWESTNG SURVEY WORK. Z, INSfqLL PopqqP�T EMqi pROp�SEp WT�T p�y�µp�p p�N�p��y�p_� <br /> 3. TRENCHES SFIALL BE COMpACTm Tp A MINIMUM OF 95 PFRCENT, IXCEPT TO 100 PERCENT <br /> IN 1HE UPPER 3 FEEf. <br /> 4. PIPE LENCTHS AND ELEVATIONS ARE TO CENiER OF SRtUCR1RE <br /> S� PR�ME CONSULTANT PROJECT 71TLE SHEET 7fTLE <br /> PAINTER CREEIC <br /> '��TMT�� ��� � � W E N C K �L� ��� GENERAL NOTES <br /> � on nevaar w�s vnev�nm er�an woEx►n'owEcr � <br /> " �PERV19pp ANp TNT I AN A DU.Y UCENSm <br /> $ �EHCRIEFIIt IRDER 111E IANiS OF THE - � _ <br /> sn�a we�sorti <br /> / PP1lf�yyE piRISTOPHER J. MEEHAN DWN BY CHK'D APP'D DWC DATE JAN 2016 <br /> � 1U �,t MINNEHAHA CREEK Mds scue AS SHOWN <br /> iz:f-/;.�,�- Responsive partner.Exceptional outcomes. <br /> 0 (SSUm FOR OUOiES MJS CJM 01�15�16 �T�� �F W AT E R S H E D D I S T R I C T pRpJECT N0. SHEEf N0. REV N0. <br /> � REV REVISION DESCRIPTION DWN APP REY DATE dTE �1/15/2016� �� 43066 QUALITY OF WATER,pUAl1TY OF LIfF O,�_�, G-�OZ O <br />