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a <br /> � . <br /> � GENERAL NOTES: GOVERNING SPECIFICATIONS: <br /> � 1. EXISf1NG CONDITIONS WWE BEEII PF20VIDED BY A COM&NATION OF UQAR OA1A AND �• TME MINNESOTA DEPARTAIENT OF TRANSPORTATION 'STANpARD SPECIFlCA110NS <br /> ' UYITED SURVEI'DATA BY WENCK ASSOCIAIES. p(ISfINC f'EAlURES MAY NOT BE D�ACT TO FOR CONSTRUCTION' 2014 EDITION h UTESi SUPPLEMENTS. <br /> iHE1R LOGTION. 1HE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE CONIXT10N5 OF 2• CfTY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTIUTIES <br /> ti iHE SITE AND SFMLL N071FY iHE Q�IGINEEft OF ANY pISCREPANCIR OR VARIATIONS FROM SPECIFlCATIONS (UTEST EDR10N) <br /> +� THE DRAWINCS. 3. ALL APPUCABLE FEDERA4 STATE AND �OCAL UWS ANO ORDINANCE WII.L BE <br /> 8 2. ALL QUMRITIES ARE APPRO%IMAiE M!D NAY VAflY TO ALLOW COMPLEIION OF WORK. CAMPLEfED WITH IN THE CONSTRUCTION OF THIS PRQIECT. <br /> 3. THE SUBSURFACE UT1Utt INFOR►M11pN IN 7HIS PLAN IS UTIUTY pUAlffY LEVEL D. 1HI5 <br /> g WLWTY LEVEL WAS DEfFRMINW ACCORDINC TO THE WIDpJNES OF Cl/ASCE 38-2 <br /> ExmtFo���TDFLN6 FOR iHE COLLEC110N AND DEPICi10N OF IXISTING TRAFFIC CONTROL NOTES: <br /> 4. EXACT LOGIWN OF UNDERGROUND UfIUT1E5 SUCH ilS GAS�Tf].EPFiOME� FlBER OP�IC, <br /> PIPELINES. ELECIRICJJ�ANO GBLE N ARE UNKNOWN. (�NIRACTOR RESPONSIBI.E FOR 1. 1HE CONTRACTOR SFkl1 BE RESPONSIBLE FOR COORDINATING ALL CONSIRUCTION <br /> IAGiINC PRIOR TO STARIINC WORK. SGGINC.ON OR OFFSIIE,AS NECESS4RY TO COAIPLETE THE WORK AS SPECIFlm IN iHE <br /> 5. CONiRACiOR SHOULD ANTICIPATE PPoVATE UTILRY CONFlJCTS iHROUCFiOUT 1HE PROJECT PROJECT DOCUYENIS. <br /> SUB CUT AND 1ftENCH ARFAS AND SHALL COORqNATE WRH PRNATE UTIUTY ON'NERS. 2. CONTW�CTOR SHALL BE RESPONSIBLE FOR ALL TRAFiIC COHIAOL ALL TRAFFIC COMROL <br /> 6. iHE R0.0GTION PND OR PROTECTION OF ALL IXI$TIHG UTIUf1E5 AUJSf gE CppRp�NqTEp SW�LL�pNFORM TO THE UTE5f EDff10N OF THE AIANTCO, INCLUpING hIE UTEST FlELD <br /> BY 1HE CONTRACTOR AND ANY C051S FOR SUCH WORK SIWl BE 1HE RESPONSIBIUTY MNIUAL FOR iEMPORARY TRAFFIC CONTROL ZONE UYOUTS. IF REWESTID�A TRAFFIC <br /> OF THE OONTRACfOR. NO PDDIilOW1L COMPENSAl1pN WILL BE ALLOWED FOR DRRA TUAE CONTROI PLAN SFW1 BE SUBMfIlEp TO THE CIIY FOR REVIEW AND APPROVAL PRIOR TO <br /> AND ffFORf OF PROVISIONS NECESSARY TO WORK AROUNO OR UNDER ANY UTIUTIES. ANY CONSRtUCTION RELAiED ACTMTIES. RANS SHALL CONPLY WRH ALL APPLICABLE <br /> 7. RE�AEW ALL iREE REIAOVALS AND OTHER SURFACE CONFIICIS MATH ENqNEQt AND PERMfT REWIREMENIS. <br /> OYYNER. <br /> 8. INSTALL AND AWMAIN EftOSION CONTROL DEVICES AS SPECIFlED OR AS DIRECfID BY <br /> Q�qNEER. <br /> 9. CONTR1CfOR SH�LL CONPLY WRH Nl STATE, COUMY,�wo���s. TREE PRESERVATION NOTES: <br /> 10. MAINTAIN AWL, GARBAGE,AND RECYCUNC SERVICFS•TO PROPERIIES. <br /> 11. PR01ECf Do5I1NG PAVpAENT AND SITE FEANRES, IXCEP7 AS NOTFD. DAANCE TO �, pRpTECT p(ISTING TREES THAT ARE NOT TO BE RElAOVED. INSTALL OWWGE <br /> IXISi1NG PAVEMEHf SHALI BE THE R�BIUTY OF 7HE CONTRACTpR TO CARRECT AS <br /> TO n1E owNERs SATISFACnON,nr No AppITIONAL cosT i0 iHE owNER. MESH FENCING, 4' HIGH, WfTH STAKES EVERY 10 FEE7, 5' OUTSIDE OF THE <br /> 72. CONTRACTOR 70 COORDINATE AND MNNTAIN A�70 PROPEKfIES. CONTRACfOR TO DPoP UNE OF ALL PRESERVEp TREES, OR AT THE CONSTRUCTION UAIfTS AS <br /> PROVIOE MINIAIUY 72 HOURS NOTICE PRIOR TO STAR�INC RpAWA�WpRK. COHfRhCTpR SHOWN ON THE PLAN. DO NOT PERFORM ACTIONS WRHIN THE PROTECiFD ARFA <br /> SFNLL PROVIDE ACCE55 TO EACH FiOME AT END OF WORKING pAY. TFIAT AUY HARM THE TREE AND COMPACT THE SOIL, INCLUDING, BUT NOT <br /> 13. 1WNTAW DRNWICE CONVEYANCE WPoNG COMSTRUCTION (807H PlpEp I�NO OVERIAND). UMfTID TO IXCAVATION, STORING IAATERW.S, PARKING AND TRAFFlC DURING <br /> 11. CONTRACTOR SFNLL SIRIF,STOCKPILE,AND RESPREAD EXISTINC TOPSqL CONSfftUCT10N. WHERE CONSTRUCTION REQUIRES DISRIRB/�NCE WfTHIN THE <br /> 15. BY ORDINANCE,WORK MUSf BE UMIIED TO CrtY OF ORONO WORK HpURS pF 7:00 AM PROTECTID AREAS. DISTURB THE R00T ZONE AS LRR.E AS POSSIBLE. TREE <br /> 10 8.�00 PA1 MONMY TO FRIWY AND 890 NA TO 8:00 PM WEQCENDS AND HqJDAYS. pRp7ECT10N MEASURES SFWl BE CONFlRUED 8Y OWNER AND ENGINEER PRIOR <br /> wORK oUi51DE TH6E HouRs, MICWDIMC oaERA71Wd oF DEwATER�MG PUMPS� IS TO STARTiNG CONSTRUCTION. <br /> ALLOwABIE ONLY hNtOUGFi WRrtTEN AUiMOPo7A710N OF 7HE PU&JC WORKS DEPAKIMENT. Z ��� P���� �CINC MUST BE IN PIACE PRIOR TO BEGINNING <br /> 16. WE7LPND AREAS DISRIRBED WRING CONSTRUCIION SFiAIL BE RESfORW TO AIA7CH <br /> PRE-CONSTRUCIION CROUNO CONTWRS AND OONDrt10N5. CONSRtUCT10N. <br /> 3. WHEN TREE ROOTS ARE ENCWNiIItED T1iAT MUST BE REMOVEO, CUT ROOTS <br /> CLEANLY AS FAR FROM THE TREE AS POSSIBLE AND IMMmIATELY WATER AND <br /> REMOVAL NOTES: BACKFlLL OVER THE ROOTS TO PREVENT DRYING. <br /> '. �wTM�cor�rx,�icn'�oH1D�"1o��,Nm a��R°"0"""""T EROSION CONTROL NOTES: <br /> 2. SAMlCUf ALL PAVEIAFNTS AT REAIOVAL LNAl1S. <br /> 3. EROSKKI CONTROI MEASUR6 MUST BE IN PIACE PRIOR TO ANY REMOyAIS. 1. ADOfTIONAL EFtOSION (�NTRp�MEASURES IAAY BE REpIflREp DEPENDING ON�iE CONpRpNS <br /> 4. CANTRNCTOR SFNLL CONTAIN DOAOUTpN MATERIAL MID PREVEM pSCHARCE AND DEBRIS DURINC CONSfRUCTiON. COORqNAiE WfIH QXYNEER. <br /> FROM ENTERINC WATERS. 2. N.L EROSION CONTFtOL DEVICES TO BE INSTALLED PRqR TO COMMENCEMENf OF WORK. <br /> AWNTNNm IN ACCORMNCE WITH SPECIFIC/�TIONS THROUCFpUT WRATION OF PR0.1ECf.AND <br /> RELOVED UPON ESTABUSHMFM OF F'MUL SfABIUZATION AS DIRECTED HY ENGINEFR. <br /> 3. RElAOVE iRACKED SEDIYENT FRpAI pL�PAVED SURFACES B07H ON AND OFFSITE AS DIRECiEA <br /> DEWATERING NOTES: er o�r+�x cir�cioorrK>. <br /> 4. qSNRBANCE OF AREAS IpENTIFlm AS WEilANDS SVIOULD gE AVOIDED IF POSSIBIE. <br /> 1. NO 810 I1DA HAS BEEN PROWDED FOR DEWATERING AS ALL DEWATERING WORK a�RBRNCE OF WE1lAN0 TO BE RESTOREp TO A SAlISFACfORY LEVEL AT COMRAC1pR'S <br /> NECESSARY FOR CONSTRUCTON W1LL BE CONSIDERm INqDENTAL IX��� <br /> 2. ENERCY DISSIPATION SHALL BE PRONDED AT AI.L DISCHARGE PqNTS TO 5. RESTORE DISTURBm AREAS WRH AqN, 4 MICHES TOPSOIL,NAiIVE S�MI%,M!D EROSION <br /> PREVENT SCOUR. CONTFtOL BUWKEf OR TURF RQNFORCEAIQtT NAT WHERE NOTEp. <br /> 3. DEWAlERING DISCHARGE MUST BE FlLTERm PRIOR TO FlNAL DISCHARCE. 5•�• �����L BIANKEf: MNOOT CAlEGORY 3, STRAW 2S (Np pOLY NETIING N10Wm <br /> 4. PROVIDE SILT BAGS FOR DEWATERING. - NAiURAL-FlBER, BIODEGRAp4BLE NETIING 0l41�. INSGLL PER SfANpARp pE7NL PUUE <br /> 5. CONTRACTOR RESPONSIBLE TO SUBIAR DEWAiERING PLAW TO ENqNEER FOR REVIEW. ERO-1A <br /> DEWATERING SHALL IAEEf Nl PERMR REWIREMENIS AND BE APPRWm PRIOR ip 5.2. NA7NE SEm MD(TURE: MN SfATE SEED W7f 36-211 (WOODIAND EDCE SOUIH AND WFST) <br /> STAR�NG ANY CONSTRUCf10N ACTMIIES. AT PLS RATE OF 34.5 LBS/AC WRH WINTER WHEAT COVER CROP <br /> CONSTRUCTION STAKING NOTES: STORM SEWER NOTES: <br /> 1. PIPE BEDOMIC FOR RC PIPE SFi�LL CONFORM TO SfANDARD DETAIL PLAIE CEN-� <br /> t. ONMER INLL PROVIDE CONS1RUCrON STAKING. CONIRACT SHALL NO11FY OWNER (�qpQ,�q�,�, <br /> A MINIMUM OF 48 HWRS IN ADVAN(�D WHEN REWE571NC SURVEY WORK. y �ry57qLL Poppqp pT fAq{ pRpppsm pURET pQt STµp,Mp p�f/J�puh 510-7. <br /> 3. TRENCHES SFIALL BE Cp1Ap/uCTm Tp A MINIYUM OF 9S PfJtCENT, D(CEPT TO 100 PERCENT <br /> IN THE UPPER 3 fEET. <br /> 4. PIPE LENCTHS ANp pEVAiIONS ARE TO CEMQt OF STRUCfURE <br /> S� PRIME CONSU�TANT <br /> _ ���,�T,��, �,,,� �^� WENCK <br /> at n�vaRr wws vr�ru�o er�ae u►oER rr onEa <br /> � �s�nviaa+ua nwT i�w�ou�r uco+sm <br /> § �A���U�OFR THE lAWS OF IIIE - � <br /> pqM� Po H R . M AN • <br /> � o r�um Fo� ouo�s ws c,�M o�/�s/�6 �� /'� /��!�- Responsive partner.Excepuonal outcomes. <br /> REV REYISION DESCRIPMIN DWN PPP REV DATE P4iE �l/15/2016� �g� �.7066 <br />