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OVERLAY NOTES: <br />1. THE ENGINEER WILL MARK REMOVAL LIMITS IN THE FIELD PRIOR TO CONSTRUCTION. NO WORK SHALL COMMENCE UNTIL ALL REMOVAL LIMITS ARE CLEARLY <br />MARKED AND REVIEWED BY THE ENGINEER AND THE CONTRACTOR. <br />2. THE CONTRACTOR SHALL PROTECT ALL CONCRETE VALLEY GUTTERS, EDGES AND IRRIGATION/SPRINKLER SYSTEMS. REPAIR OF DAMAGED IRRIGATION SYSTEMS <br />SHALL BE AT THE CONTRACTOR'S EXPENSE. <br />3. ALL REMOVAL ITEMS SHALL BE DISPOSED OF OFF -SITE IN PROPER ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS. <br />4. MANHOLES AND GATE VALVES BOXES SHALL BE LOCATED IN THE FIELD BY THE CONTRACTOR. STRUCTURES SHOWN ON THE PLAN ARE SHOWN IN AN <br />APPROXIMATE WAY ONLY AND IT IS NOT GUARANTEED THAT ALL MANHOLES AND GATE VALVES BOXES ARE SHOWN. <br />5. THE CONTRACTOR SHALL SUPPLY UNEVEN PAVEMENT AND BUMP SIGNS IF REQUIRED BY THE MNMUTCD OR ENGINEER. <br />6. PROJECT SHALL BE CONSTRUCTED UNDER TRAFFIC. <br />7. THE CONTRACTOR SHALL HAVE ONE QUALIFIED FLAG PERSON ON EACH END OF THE CONSTRUCTION OPERATION AND AT OTHER LOCATIONS (SIDE STREETS, <br />PARKING LOT ENTRANCES, ETC.) AS REQUIRED OR DIRECTED BY THE ENGINEER. (INCIDENTAL TO TRAFFIC CONTROL.) <br />8. PROVISIONS SHALL BE MADE AND MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION TO PROVIDE ACCESS TO ALL BUSINESSES AND RESIDENTS AT <br />ALL TIMES. TEMPORARY ACCESS AND/OR ADDITIONAL TRAFFIC CONTROL DEVICES MAY BE NECESSARY TO ROUTE TRAFFIC. ALL DISTURBANCE OF ANY ACCESS <br />SHALL BE APPROVED BY THE ENGINEER PRIOR TO ANY DISTURBANCE OF THE DRIVEWAY. ALL TEMPORARY ACCESS WORK SHALL BE INCIDENTAL TO <br />CONSTRUCTION. <br />9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING, INSTALLING, ERECTING, MAINTAINING, AND THE COORDINATION OF ALL NO PARKING SIGNS TO <br />TEMPORARILY PROHIBIT VEHICLES PARKING WITHIN THE PROJECT LIMITS DURING CONSTRUCTION IN ACCORDANCE WITH AN APPROVED PLAN. THE SIGN SIZE, <br />COLOR, MESSAGE, ETC. SHALL BE APPROVED BY THE ENGINEER. NO SIGNS SHALL BE ERECTED WITHOUT PROPER NOTIFICATION TO THE ORONO POLICE AND <br />ENGINEER. <br />10. STREETS USED AS HAUL ROUTES SHALL BE SWEPT/CLEANED DAILY IN ORDER TO PREVENT BUILDUP FROM DROPPED MILLINGS, BITUMINOUS, AC, ETC. THIS <br />WORK SHALL BE CONSIDERED INCIDENTAL TO THE PAVING. <br />11. ALL TRAFFIC CONTROL DEVICES SHALL BE IN COMPLIANCE WITH THE MN MUTCD MANUAL GUIDELINES. ALL LAYOUTS SHALL CONFORM WITH THE LATEST MN <br />MUTCD FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. <br />12. FIELD CONDITIONS MAY REQUIRE MODIFICATIONS OF LAYOUTS AS DEEMED NECESSARY BY THE ENGINEER. <br />13. THE CONTRACTOR IS RESPONSIBLE FOR ANY SIGNAGE NEEDED TO FACILITATE TRAFFIC SWITCHES OR FOR TRANSITIONING TRAFFIC FROM ONE STAGE TO <br />ANOTHER. <br />14. ENGINEER WILL MARK CURB FOR REPLACEMENT. <br />15. PROTECT ALL DRIVEWAYS. <br />16. ALL TURF SHALL BE PROTECTED UNLESS AUTHORIZED OTHERWISE BY THE ENGINEER. <br />17. REMOVAL LIMITS EXTEND 2-FEET BEHIND CURB THAT IS REPLACED. ALL OTHER TURF RESTORATION SHALL BE COMPLETED AT THE CONTRACTORS EXPENSE. <br />18. TURF AREAS APPROVED FOR REMOVAL PRIOR TO CONSTRUCTION SHALL BE RESTORED WITH 6-INCHES OF TOPSOIL AND HYDROMULCH (WITH 25-151 SEED <br />MIX). <br />19. ADJUST MH INCLUDES REPLACING ALL EXISTING CONCRETE RINGS. <br />20. ADD EXTERIOR CHIMNEY SEALS TO ALL MANHOLES AS DIRECTED. <br />21. ADJUST CATCH BASIN INCLUDES REPLACING ALL EXISTING CONCRETE RINGS. SOME CATCH BASINS HAVE UP TO 3-FEET OF RINGS. THE CONTRACTOR SHALL <br />DETERMINE THE AMOUNT OF WORK REQUIRED TO ADJUST CATCH BASINS PRIOR TO BIDDING. <br />E <br />a <br />3 <br />a� <br />�g <br />r8 <br />- v <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />EY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />2638 SHADOW LANE, $U TE 200 <br />slcN ER JJ W <br />S.A.P. 152-107-002 <br />SHEET <br />DRAWN DDS <br />NORTH BROWN ROAD IMPROVEMENTS <br />p <br />FE5511 ENGINEER UNDE ELAWSOFTHESTATE OFE OF MINNES Tj l \ <br />BOLTON CHASKA, MN 55318 <br />4 <br />�z <br />0 <br />Email: Chaska@bolton-menk.com <br />& M E N K Phone:(952)448-8838CRED <br />OF <br />JJW <br />1 ffr Veyan t <br />4 42 1/20/2024 <br />24Xia'sas700o <br />0 <br />www.bolton-menk.com <br />GENERAL NOTES <br />8 48 <br />o.. <br />