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CON�??UCIION NOTESc 7 AlL IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCOR�ANCE VriTH THE PROJECT 13 ALL DISTURBED AREAS SHALL BE SEEDED OR PLANTED,AS NOTEO ON THE PLAN 1B ALL EXISiING SURVEY MONUMENTS. UTILITIES, INFRASTRUCiURE, LANDSCAPING SPECIFICA710NS SHALI BE 7RO7ECiEU DURING CONSTRUCTION CONTRACTOR NALL BE RESPONSIBIE 7� CONTRACTOR SHALL FURNISH AN AFFIOAVIT CERTIFIED BY CONTRACTOR AND SEEO FOR REPLACING OR REPAIP.INO ANY DAMAGES AT NO ADDITIONAI COST AND SHALL _ 2 WbRK DESCRIBED HEREIN CONSISTS OF FURNISHING ANO iRANSPORTINO ALL AND PI.ANT SUPPIJERS PER THE SPECIFICA710NS PRIOR TO COMMENCMO SEEOING MEE7 THE SATISFACTION OF THE ONMER ANU THE ONTIER'S REPRESENTATIVE MATERWS AND EOUIPMENT REOUIRED TO APPLV HERBICIOEIBURN WETLAND.INSTALL ANO RAN�INO WORK EROSION CONiROL FXG VATE N�ETLAND AREAS,HAUL APPROXIMATE FIR3t 12-INCNES 1B. FINAL ALIOM�AENT OF PROPOSED WOOOCHIP TRAIL SHALL BE OETERMINEO IN THE OF EXCAVATED MATERIAL,PLACE THIN SPREAO OF E%CAVATED MATERIAL,APPLV 15 CONTRACTOR SHALL CEASE EXCAVATION ANO CONSULT NRTH OWNER'S FIELDBVTHEOWNER'SREPRESENTATIVE MERBIC�DEIBURN, PREPARE SOIIS,AND PIANT NATIVE VEGETAiION DURING THE REPRESENTATIVE IF CONFlNING U1VER ENCOUNTERE��URING EXCAVA710N OF DEEP ` � EXCAVATION PHASE BOTH THE YVESTERN OUTIET ANO THE SOUiMEAN CONNECTOR MARSH 20 NTfILE NOT ANi1CIPATEO, DEWATERING VNLL BE CONSI�EREO INCIOEMAL TO CIUNNELS SHALL BE EXCAVATEO U1ST TME CONTRACTOR SHALI FURNISH, E%LAVATION AT NO ADOI110NAL COST ANO NALL ADHERE i0 REGUTATORV STANDAR�S TRANSPORT,ANO INSTALL ALL SEED,ANO PIANT PLU65 AND PERFORM ALL SOII 16 t0 MINIMIZE DISTURBANCE AND COMPACTION WITHIN THE WEiLANO THE OF THE STATE OP MINNESOTA IF DEWATFRINO IS NECESSARV,TNE CONTRACiOR PREPARA110N AND SUCH AU%IUARV WORK AS MAV BE NECESSMV TO COMPLETE CONTRACTOR SHALL LOAD HAUL TRUCKS ALONO THE TONKAWA RD SHOULDER AREA SHALL NOTIFY THE ONMER'S REPRESENTATIVE PRIOR TO OPERA710N CONTMCTOR WORK IN ACCORDANCE WITH THE SPECIflCATIONS AND PLANS THE CONiRACTOR SO�L LIFfS SHALL NOT EXCEED A DEPTH OF 12-INCHES. SHALL BE RESPONSIBLE FOR ANV NECESSARY DEWA7ERING PERMITS SHALL FURNISH ALL REqUIRED MH�ERIALS. E�UIPMENT, TOOLS. LABOR, AND INCIDENTAL5,UNLESS OTHERNASE PROWOED IN THE SPEGFICATIONS OR PLAN3. 17 FOR NANTER CONSTRUCiION GONTRACTOR SHALI NOT PUCE FROZEN BACKFlLL MATERIALS YNTHIN 7HE WETLANO AREA IT IS ANTICIPATEO TNAT THE FIRST 1NNCHES J EXCEPT AS SPECIFICALLV DESCRIBED IN THE PIANS AND SPEpFICA710NS, THE OF EXCAVATED MATERIAL BELOW EXISTING GRAOE VNLL BE DIRECTLY HAULED FOLLOWING OOCUMENTS SHALL PREVAII OFF•SITE AND 9E THE RESPONSIBILI7Y OF THE CONTRACTOR A ALL PFRTINENT CODES,STANDAR�S,ORDINANCES OF THE CITV OF ORONO, BURVUPSLOPE ovE�nraAM�Er55ioeBv ANDMINNEHAHACREEKWATERSHEDOISTRICTNMEREMPIJCABIE ENDOFBLAr+KET �� SbEU51NGA�'oVEPIAP B STANDARD SPEqFICAilONS FOR CONSTRUCTION �Mn00T SPECIFICATIONS) INTRENCHB' � �NiTHwSLOPE6lANKETWD 2011 EOITION BV THE MINNESOTA DEPARTMEM OF TRANSPORTATION, N10E BY e'oEEP �yy pVER oonNSLOPE&AN(ET C MINNESOiA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.2074 EDITION ENOSSECURELYCLOSFDTO ANO THE 7EMPORARY 1RAFFIC CONTROL ZONE UVOUTS FlEID MANUAL,2014 PREVENT LOSS OF OPEN GRADED F� � � EOITION BY MnOOT; AGGREGATE FlLL SECURED W1TN �� ' D.OSHA AND ALL OTHER MPLICABLE SAFET'STANDARDS 50 P51 ZIP 71E. ' t:' 3 UNLE59 SPEdF1EA OTHERWISE NATHIN 7HIS PLAN SET,THE CONTRACTOR SHALL �' � s //—�� EXISTING CMP CULVERT , � ` � FOILOW THE MANUFACTURER'S SPEGFICAT�ONS FOR AlL MAiERIAIS IN TNE EVENT ��— �v � ` OF ANV INCONSISTENCIES BETWEEN THE I�MNUFACNRERS SPEqFICA710N5 ANO �� 1) I ��VY I 7/� iHESE SPECIFICATIONS, TME CONTRACTOR SHALL NOTIfV THE OWNER ANO THE �� OWNER'S REPRESENTATIVE II.MEDIATELY BEFOftE CON7INUING WORK 30 THAT iHE '��y) I r INCONSISTENqES MAY BE RESOLVED THE EROSION CONTROL BLANKET SHALL BE �� , ��'>�V O�ERUPENDOF SUBMITfED FOR REVIEW BY THE ONMER'S REPRESENTATIVE PRIOR TO INSTALLATION \ / -- uPSLarE B1wNKEt�- �,,) OVER OONMSLOPE 4 THE CONTRACTOR SMALL BE NESPONSIBLE FOR OBTNNING ALl REQUIRED PERMITS PUCE ROCK LOGS IFNOTHNASE - 6 �K1rH TS API�Ee�E FOR CONSTPUCTION THE CONTRACTOR SIIALL BE REWONSIBLE FOR THE INTHECULVERTPIPEINVERT INSTALUlT10N AND MAINTENANCE OF EROSION CONiROI AND AOE�UATE TRAFFIC BU�+vroEOFBInNKEiIH CONiR01.SIGNAOE AND WARNING DEVICES TO INFORM AND PROTECT TNE PUBLIC ANO TNEH(:H 6"WIOE BV B'DEEP PUBUC WA7ER5 OO GEOTEXTIIf SOCK BEIWEEN 410 FEET LONO AND dd MCH p�METER,SEAM TO BE �3•TAMp Shc JOIIREO BY TYRI RONS OF STITC1qN0 MAIN A PVSTIC MESN BnCI(tN(i OR PRONOE A � 5 CONTRACTOR IS RESPONSIBLE FOR PREPARINO HIS OR HER ONM ESTIMATE OF 1�l.TBONDE05EnM�ORMPnOVEOE�IMVALENtA FlLLROCKL06hITMOVENGRnOED 'r FlnMtv //� �� AGGREWTE CONSISTW6 OF SIXMO WMBLE PMTIttES OF COARSE AOQRE6ATE '•M�N MA7ERIALaUAN71TIE5. coNFatYlNcro3vEG]ta�T�6�E91a7-1Ca-)GrL�onnON � � 6. EARTHWORK OVANTITIES SHONM ON THE PROPOSED PLANS ARE NOT TO BE TAKEN AS 6' DEFINING OR lJlM71NG 7HE AMOUNT OF WORK TO BE DONE UNDER iHE CONTRAC7, � srnviE HOWEVER EARTHVYORK OUANTITES SHOWN W1lL BE CONSIDEREO PUN QUANTITIES INLET PROTECTION DETAIL STnPLES USED FOR FOR BIDDING AND PAVMENi CONiRACTOR SHALL ALSO BE RESPONSIBLE STnPLEs FOR CHECWNO PLANT AND MATERIAL�UANTITIES TO ENSURE OUANTI?IES ON THE ��E ANCHOR SLOT SINGLE JOINT PARALLEL OVERLAPS DRANANGS ANO PIANT OR MA7ERIAL LISTS ARE THE SAME.IN THE EVENT Of ANY DETAIL 1 DETAIL 2 DETAIL 3 qSCREPANCIES,hIE UUANTITIES ON THE DRAWINGS SHALL PREVAIL s Fr rnin�wc:Tn rosr i s M�. N� 7 OISCRFPANCIES SHALL BE REPORiEO IMMEDIATELV TO THE OWNER'S qTe�M�gP��y—� i-�EOTEXiIIEFABRIC]e'w10E -�{ REPRESENTIITIVE 0��'M� ��- PlASTIC 21P T1E5 8 CON�RACTOR SHALL PROVIDE iRAFFIC CONTROI ALONG TONKAWA RD WRINQ (SnlBS TEn51LE� FABAICANCNOMOEiRENCH E%CAVATION AND HAULINO.THIS SHALI INCLUOE,BUT NOT IJMITED TO.APPROPRUTE ��TED M ior a' �BqcKFlLI IMTH rANrEO � BARRICAOES,SIONAGE,AND FLAGGERS.ACCESS TO EMERQENCV VEHICLES SHALL BE / t+�T�RA�Sd� MAINTAINEDAT ALL TIMES i q M�H STAPLE DETAIL PUSH PIN DETAIL o,� r w� xohs: e AN�EROSION CONTROL MEASURES IN AD01110N TO THOSE WTLINED IN THE PlANS AND WHICH ARE OEEMEO NECESSARV BV iHE ONMER AND/OR ONMER'S g� 1 ST�PLESSHN.LBEPWCF-0INRdNnONOPATfERN�TZiEFSY FORSTRCHED9lANKETS REPRESENTATNE SHAIL BE IMPLEMENTED BV 7HE CONTRACTOR F I� NONSTICHED SHOAI USE d STAMES PEft S Y OF MATERIM.THIS E�VATES TO 200 STAPLES MATH �� 9'MIN StITp1EDBlANKETM1DaWS1APlE5YATHNpW5PC11GDBV�NKETPERf005YOF1MTERIhL 10. THE CONTRACTOR SHIILL BE RESPONSIBIE FOR THE PROPER INSTALUTION AND b w 2 S�APLE OR PUSH PIN LENGiHS SHPLL BE 9ElEGTED&15FA OM Shc TYPE M!D CONIXf10N5�NIMMUN MAINTENANCE OF qLL TEMPORAM AND PERMANENT EROSION CONTROL DEVICES ST�PIE LEn(iTH iS e'� THE CONTRACTOR SHALL INSPECT,MAINTAIN,AND DOCUMENT EROSION CONTROL MF�ISURES � ERO610NCONTROLMATERIAL3lI�LLBEPUCEOIHCONfRCTW/TNTHE501LOVERAPREVRRE� OESIGN GUIOEIlNES SEEOBED 11 CONTRACTOR SHALL KEEP TONKAWA RO CLEAN AT PLL TIMES,bWEEPING EXCESS TOPROTECTMERSFPOMSHEETFLDM� < All AHCHpR SLOTS SHALL BE STMIED AT AVPRO%ILUTELY 11INTERVNS MATERWL5 WHEN NECESSAP,Y MA1tIMUN CONfRIBUfMG�REA 1 RG�E 12. iHE TEMPORARV EROSION CONTROL MEASURES SHALL BE PUCE EFFECTIVELV UNTIL EROSION CONTROL BLANKET DETAIL AILtHEPERMANENTERO510NCONiROLITEMSAREFULLVFUNCTIONAL SILT FENCE DETAIL NOi TO SCRLE NOi TO 5(%J.E n er �9^.�� OnJ/x+� --- o�rt ar n0.�'—'- u.�ivciaw m..'"�.o��wwnorw �o�� APPLIED FIW�L DESICN SUBMIITAI � .wnortn ouu eM .09�wee �z-a��s • � ^'*"� NELSON RESTORATION DESIGN _�'^h q/try/" _ -- — ECOLO�ICAL PROPOSED RESTORATION NOTES 3.� SERVICES,IN0. HRGf8Bf1 oRONO,MINNESo7A AND DETAILS CrD'M1L M9)SCN20�wl1]-Nw� ^c�OaMMWeM c � � 36 �� o► .r� �n �