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� <br /> R GENERAL NOTES: GOVERNING SPECIFICATIONS: � <br /> � <br /> � 1. EXISIING CONDITIONS HAVE BFIII PRWIDED HY A f�MBINAiION OF UWR MTA PND �• TME MINNESOTA DEPARTMENT OF TRANSPORTA710N 'SfANDARO SPECIFlCATIONS <br /> - 11MIlED SURVEY DATA BY WENCK/55ACk7E5. DOSTINC FEANRES MAY NOT BE E%ACf TO FOR CONSTRUCTION' 2014 EDIiION k UTEST SUPPLEMENTS. <br /> 1HpR LOCATION.THE CONTRACfOR IS RESPON518LE FOR VERIFYING THE CONDITIONS OF 2• CRY ENGINEQtS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTIUTIES <br /> � hIE SITE ANO SHPLL NO11FY hIE QK;INEEFt OF ANY DISCRFPANGES OR VARIATIONS FROM SPECIFlCAT10N5 (UTESf EOITION) <br /> +� iHE DRAWINGS. 3. ALL APPUCABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE <br /> 8 2. ALL QUANTITIES ARE APPROXIAIATE AND IMY VARY TO ALLOIY COYPlETION OF WORK. COMPLEfED WfTH IN hiE CANSTRUCTION OF THIS PROJECT. <br /> 3. iHE SUBSURFACE U11LffY INf'ORMA110N M 1HI5 PLAN IS UTIIJiY QUNJTY LEVEL D.7HI5 <br /> � OUAUtt LEVEL WAS DETERMINW ACCORDINC TO iHE CWDEUNES OF q/ASCE J8-2 <br /> o+m�o �sr,wDARD�TDELNFS FOR iHE COLLECiION MID DE%CTION OF DOS�ING TRAFFIC CONTROL NOTES: <br /> 4. E%ACf IOCAiION OF UNDER(�tOUND U11l1TIE5 SUCH AS CAS.IELEPVIONE. FlBER OPT1C. <br /> PIPELINES� 0.ECTRICAL.AND GBIE N ARE UNKNOWN. COHIRACTOR RESPONSIBLE FOR 1. THE CONTRACTOR SW�LL BE RESPONSIBLE FOR COORDINATING ALL CONSTRUC110N <br /> LOCATING PRKKt TO STAR�INC WORK. STAqNG� ON OR OFFSRE,AS NECESS4RY TO COMPIETE iHE WORK AS SPEqFlm MI 1HE <br /> 5. CONTRACTOR SFIOULD ANTICIPATE PRNATE Uf1UTY CONFl.ICTS iHROUGHOIJf THE PRQIECf PROJECT DOCUNENIS. <br /> SUB CUT AND TRENCH ARFAS AND SFIALL WORDINATE WI1H PRNAiE UTIUTI'OWNERS. 2. OONTRACTOR SHALL BE RESPONS�IE FOR ALL iHAFFIC CONTROI.ALL iFtAFFIC ODNTROL <br /> 6. 1HE R0.0G110N AND OR PRO1EC110N OF ALl IXISTINC UTIUTIES MUST BE COORDINATED SHALL(X7NFORM TO 1HE UTEST EDITION OF THE MMUfCD, INCL.UqNG THE UTEST FlELD <br /> BY 1HE CONTRNCTOR AND ANY COSIS FOR SUCH WORK SW1LL BE THE RESPONSIBIUIY MANUAL FOR TDAPOpARY 1W�FFIC CqNTR(K ZpNE UYWTS. IF REQUESfED,A TRAFFIC <br /> OF THE CONTR�CTOR. NO ADOfTI(XNL COMPENSAl10N WILL BE ALLOWE� FOR EMRA TIME COMROL PLAN $F{AI.L gE SUgM117Ep TO 7HE Gtt FOR REVIEW AND APPROVAL PRIOR TO <br /> AND ffFORT OF PRONSIONS NECESSARf TO WORK AROUND OR UNDER ANY UTIUTIES. ANY CONSfRUCTION RELA7FD AC7MT1E5. PLANS SHALL CONPLY WRH ALL APPLICABIE <br /> 7. RENEW ALL 1REE REYOVMS AND OTHER SURFACE CONFlJCIS MIfTH ENqNEFR AND PERIAIT REWIREMENTS. <br /> OWNER. <br /> B. INSfALL AND AWNTNN EROSION CONiROL DEVICfS AS SPEC�lEO OR AS DIRECIED 9Y <br /> QIqNEER. <br /> 9. COMRICTOR SFWl1 COMPLY MATH ALL STAiE, COUNTY.�o cr��. TREE PRESERVATION NOTES: <br /> 10. AWNTNN AWL, GUiBAGE,AND RECYCUNC SERVICES•TO PROPERilES. <br /> 11. PROlECT EXISIING PAVDIENT AND SITE FEAiURES, D(((�PTT AS NOTED. WWGE TO �, pRp7ECT EXISTINC TREES TFIAT ARE NOT TO BE REMOVED. INSTALL OR/WGE <br /> IXISTING PAVEMENT SFIALL BE THE RESPONSIBIUtt OF hIE COMRACTOR TO CORRECT AS <br /> 70 T11E OWNFRS S�TISFACTION,AT NO ADOfIIONAL COST TO THE OWNER. ►IESH FENCING, 4' HIGH, WRH STAKES EVERY 10 FEET, 5' OUTSIOE OF THE <br /> 12. CONTRACTOR 70 COORDIINIE AND AWNTNN ACCESS TO PROPERIlES. COMW�CTOR TO DPoP UNE OF ALL PRESERVEp TREES, OR AT THE CONSTFtUCTION UMITS AS <br /> PROVIDE MWIMUM 72 HOURS NOTICE PRIOR TO STAfmNG RpAOVAL WORK. CONTRNCfOR SHOWN ON THE PLAN. DO NOT PERFORM ACTIONS WITHIN THE PROTECTED AREA <br /> SHALL PROMOE ACCE55 TO EACH HOME AT END OF N�ORICING OAY. THAT UAY FWRM THE TREE/WD COMPACT THE SOIL. INCLUDING. BUT NOT <br /> 13. dNNfAIN DRAIWGE CONVEYANCE DURING COPISTRUCMNI (Bphl PIPEp AND OVERUWD). UMRED TO IXCAVATION, STORING AUTERWS, PARKING AND TRAFFlC DURING <br /> 14. CONTRACTOR SFINl STFtIP, STOCKPILE,AND RRPRE�D E%ISTING TOPSOIL CONSTRUCTION. WHERE CONSTRUCTION REQUIRES DISTUR8IWCE WITHIN THE <br /> 15. BY ORDINANCE,WORK MUSf 8E U1IRID TO CRY OF ORONO YqRK HOURS OF 7:00 AM PROTECTED AREAS, DISTURB THE ROOT ZONE AS UTRE AS POSSIBLE. TREE <br /> 70 8:00 PIA MONDAY 70 FRIDAY AND 8:00 AM TO 9:00 PM WEIXENDS AND HOUOr1Y5. pRp7ECTI0N MEASURES SHALL BE CONFlRMm 6Y OWNER AND ENGINEER PRIOR <br /> WORK OUTSIDE hIESE HOURS, MM.LUDINC OPERA110N OF DEWATERING PUMPS, IS TO STARTING CONSfRUCTION. <br /> N.LOWABLE ONLY THROUGH WRfTTEN AUTHORIZATION OF iHE PU&JC WORKS DEPARIMENT. Z qLL TREE PROTECTION FENCING MUST BE IN PUCE PRIOR TO BEGINNING <br /> 16. WETUWD PREAS DISNRBED WPoNG CONSTRUCfION SFiALL BE RESTORED TO MATCH <br /> PRE-CANSTRUCTION CROUND COHTWRS AND CONDITqNS. CONSTRUCTION. <br /> 3. WHEN TREE ROOTS ARE ENCWNTERED T1iAT MUST BE RQAOVED, CUT ROOTS <br /> CIEANLY AS FAR FROM THE iREE AS POSSIBLE AND IMMWIATELY WATER AND <br /> REMOVAL NOTES: ancKFlu w�a TME �oors ro PR�r ormNc. <br /> '' �N'i'�r�c�ro,�a�;°�F1ro�,�v,�w,ni�,N�.`�""�TM^T EROSION CONTROL NOTES: <br /> 2. SAWCUT ALL PAVEAIENTS AT REMU/PL UMIiS. <br /> 3. EROSION CONIROL MEASURES MUSf BE IN PIACE PItIOR TO ANY REAIWNS. 1. ADqT10NK EROSION CONTROL MEASURES IMY BE REpURED pEPENqNG ON�TE CONpRIpNS <br /> 4. CONiRACfOR SFMLL CONTNN DF]AOUfION MAIERNL AND PREVEMT DISCfiARGE PND DEBPoS WRING CONSfRUCTION. COORqNAlE WITFi QKINEEFt. <br /> FROM ENTERING WA7ERS. 2. ALL FROSION CONTROL DEVICES TO BE INSTN.Lm PRIOR TO COMMENCEAIENT OF WORK� <br /> W�INfNNED IN ACCORDANCE WRH SPEGFICNTIONS THROUCFqIJf DURA1pN OF PRWECT.M1D <br /> REMOVED UPON ESfABL15HMINT OF FlW�L SfAB1UZAT10q AS OIREC�ED BY ENGINE'FR. <br /> 3. REMOVE TRACKm SEDIMENT FROM ALL PAVED SURFACES BOTH ON PND OFFSfTE AS DIREC7ED <br /> DEWATERING NOTES: ��� c����>. <br /> 4. DISTURBANCE OF AREAS IDENTIFlm�lS WETI.ANDS SFIOULD BE AVOIDED IF POSSIBIE. <br /> 1. NO BID ITEA1 HAS BEEN PRONDED FOR DEWATERING AS ALL DEWATERING WORK �����µD TO BE RESTORED TO A SATISFNCfORY LEVEL AT CONTRACTOR'S <br /> NECESSARY FOR CONSTRUCTION MAIL BE CONSIDERm INqDENTAI. � <br /> 2. ENERCY DISSIPA710N 91ALL BE PROVIDED AT ALL DISCHARGE POINTS TO 5• �SfORE OIS7URBED AREAS WRH MIN. 4 MCHES TOPSOIL, NATNE SEm MIX,AND EROSqN <br /> PREVENT SCOUR. CONiROL BIAW(Ef OR TURF RQNFORCEMENT AMT WHFRE NOTED. <br /> 3. DEWATERING OISCHARGE MUST BE FlLTERm PRIOR TO FlNAL DISCHARGE. 5•�• � ���T� MNDOT GTEGORY 3, SIPAW 25 (NO POLY NETfING ALLOWm <br /> 4. PROVIDE SILT BAGS FOR DEWATERING. - NANRAL-FlBER, BIODEGR�p�IBLE NETi1NC OP0.1�. INSfALL PER STANDARD pETAIL PLATE <br /> 5. CONiRACTOR RESPONSIBI.E TO SUBAIR DEWATERINC PIAN TO QIpN�R f'OR REVIEW. ERO-7A <br /> DEMIATERING SHALL MEEf N1 PERMR REWIREMEMS AND BE APPROVED PRIOR 70 5.2. NATNE SEID WXTURE: YN SfATE SEED MIX 36-211 (WOODlANO EDGE SOUTH MID WESh <br /> SfARfINC ANY CONSRtUCT10N ACTMTIES. AT PLS RATE OF 34.5 LBS/AC WRH WIHfER WHEAT CO'VER CROP <br /> CONSTRUCTION STAKING NOTES: STORM SEWER NOTES: <br /> t. PIPE BEDDING FOR RC PIPE SFIALL CONFORM TO SfANOARD OETNI PUUE GQJ-4 <br /> 1. OWNER MALL PROVIDE CON57RUCTON STAKING. CONTRACT SHAIL NOTIFY OWNER (�ryqpQ���, <br /> A MINIMUM OF 48 HWRS IN ADVANCED WHEN REOUESTING SURVEY WORK. y. INSTNl PoPRAP AT ENCH PROPOSm WTLET pER $TANpARp pE7/J�plpTE STp_7, <br /> 3. TRENCHES SFULL�COMP/uCIEp TO A MMIMUY OF 95 PERCENT, D(CEPf i0 100 PERCENT <br /> IN 1HE UPPER 3 FEET. <br /> 4. PIPE LENCTHS AND EIEVAT10N5 ARE TO CQITER OF SIRUCfURE <br /> SEAL PRIME CONSULTANT PRQIECT 11TI.E SHEET TI7LE <br /> aaKrot cRmc <br /> ��,.�.,�T�� ��,,,� W E N C K �,�� ��� <br /> ' °R"�o�r""S°'+�"'�n a.'�°"'"°°""'°"� -�- GENERAL NOTES <br /> � SUpERN51pN Np 71NT 1 N1 A WLY UCE.NSED <br /> PROFES90�ML QK.�R WOER 1NE U1t5 OF T11E <br /> $ STATE OF\RH60fA. - � -` <br /> � p�� CHPoS H R . MEEHAN DWN Br CHK'D nPP'D DwC DniE JAN 2016 <br /> , i�/ MINNEHAHA CREEK M�s scuF AS SHOWN <br /> -�-/1�t Responsive partner.Exceptional outcomes. W AT E R 5 H E D D I 5 T R I C T <br /> � 0 ISSUm FOR OUOiES MJ$ CJM Ol/15/16 �� �5� '� PROJECT N0. SHEET N0. REv N0. <br /> QUALITV OF WATER.QUALITY OF IIFE <br /> i REV REVISION DESCRIPTION DWN APP REV DATE ONTE O7/15/2016 �g� 43p66 OIBS-.�� G-�OZ O <br /> i <br />