IT IS UNDERSTOOD THAT THE CONTRACTOR SHALL PERFORM ALL WORK UNDER THIS CONTRACT IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS, POLICIES, RULES AND STANDARDS OF THE MICHIGAN OCCUPATIONAL SAFETY AND HEALTH ACT (MIOSHA), BEING ACT 154 OF THE PUBLIC ACTS OF 1974 AND AS AMENDED.
EXCEPT WHERE OTHERWISE INDICATED ON THE PLANS OR IN THE PROPOSAL AND SUPPLEMENTAL SPECIFICATIONS CONTAINED THEREIN, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE CURRENT SUPPLEMENTAL SPECIFICATIONS. (AVAILABLE AT WWW.MDOT.STATE.MI.US/SPECBOOK/2012/)
1. UNDERGROUND UTILITIES UNDERGROUND UTILITIES FOR PROTECTION OF UNDERGROUND UTILITIES, AND IN CONFORMANCE WITH PUBLIC ACT 53, 1974, THE CONTRACTOR SHALL CALL TOLL FREE 1-811-482-7171 A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS, PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. ALL "MISS DIG" PARTICIPATING MEMBERS WILL BE THUS ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR FROM NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM. 2. EXISTING UTILITIES EXISTING UTILITIES EXISTING UTILITY LINES, INCLUDING BUT NOT LIMITED TO GAS LINES, TELEPHONE LINES, WATER MAIN, CABLE TV, ELECTRIC, DATA LINES, STORM SEWER, SANITARY SEWER AND OTHER UNDERGROUND UTILITIES MAY BE SHOWN IN PLAN VIEW OF THE CONSTRUCTION DRAWINGS ONLY, AND LOCATIONS ARE TO BE CONSIDERED INCOMPLETE. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT. 3. MONUMENT BOXES MONUMENT BOXES ALL GOVERNMENT CORNERS AND PROPERTY IRONS SHALL BE PRESERVED, WHETHER SHOWN OR NOT. WHERE NECESSARY, MONUMENT BOXES SHALL BE REPLACED, ADJUSTED, OR PLACED. ANY CORNERS OR IRONS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND PAID FOR BY THE CONTRACTOR. 4. RIGHT-OF-WAY AND PROPERTY LINES RIGHT-OF-WAY AND PROPERTY LINES THE LOCATION OF RIGHT-OF-WAY LINES SHOWN ON THE PLAN DRAWINGS ARE APPROXIMATE ONLY. ALL PROPERTY IRONS SHALL BE PROTECTED. ANY PROPERTY IRONS DISTURBED BY CONSTRUCTION, WHETHER SHOWN ON THE DRAWING OR NOT, SHALL BE RESET BY A REGISTERED SURVEYOR AT THE CONTRACTORS EXPENSE. 5. BASIS FOR PAYMENT BASIS FOR PAYMENT ONLY THOSE ITEMS SPECIFICALLY IDENTIFIED IN THE PROPOSAL AS PAY ITEMS SHALL BE USED AS THE BASIS FOR PAYMENT. 6. EXISTING STRUCTURES EXISTING STRUCTURES UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE CONSTRUCTION PLANS, ALL SIDEWALKS, DRIVES, TREES, FENCES AND OTHER APPURTENANCES SHALL BE PROTECTED. ALL SUCH ITEMS DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED, THE COSTS OF WHICH SHALL BE INCLUDED WITH PAYMENT FOR MACHINE GRADING MODIFIED. 8. SIGNS SIGNS SIGNS REQUIRING RELOCATION DUE TO CONSTRUCTION OPERATIONS SHALL BE SALVAGED AND RESET BY THE CONTRACTOR AT LOCATIONS DESIGNATED BY THE ENGINEER. THIS WORK WILL BE CONSIDERED INCLUDED WITH OTHER CONSTRUCTION PAY ITEMS OF THE PROJECT. ALL REGULATORY SIGNS SHALL BE RESET IMMEDIATELY. 9. HMA APPROACHES HMA APPROACHES HMA APPROACH QUANTITY INCLUDES ALL HMA MATERIALS REQUIRED TO CONSTRUCT DRIVES ONLY. 10. MAINTAIN ACCESS TO DRIVES MAINTAIN ACCESS TO DRIVES ACCESS TO ALL DRIVES SHALL BE MAINTAINED BY THE CONTRACTOR WITH THE USE OF SALVAGED GRAVEL, OFF-SITE GRAVEL OR MILLED TAILINGS. MAINTAIN ACCESS FOR MAIL DELIVERY AT ALL TIMES. ALL COSTS ASSOCIATED WITH THE MAINTENANCE OF DRIVES SHALL BE INCLUDED WITH THE DRIVEWAY APPROACH PAY ITEM(S). 11. REMOVAL OF EXISTING HMA PAVEMENT & DRIVES REMOVAL OF EXISTING HMA PAVEMENT & DRIVES REMOVAL OF EXISTING HMA PAVEMENT, HMA APPROACHES, AND HMA DRIVE APPROACHES SHALL BE PAID AS "MACHINE GRADING MODIFIED" REGARDLESS OF THE THICKNESS UNLESS OTHERWISE NOTED. 12. SAW CUTTING HMA AND CONCRETE SURFACES SAW CUTTING HMA AND CONCRETE SURFACES SAW CUTTING HMA AND CONCRETE SURFACES TO THE LIMITS OF RECONSTRUCTION OR AS DIRECTED BY THE ENGINEER SHALL BE INCLUDED WITH PAYMENT FOR WATER MAIN. THIS ALSO INCLUDES SAW CUTTING DRIVEWAYS AT THE REPLACEMENT LIMITS. IF A PAVEMENT EDGE IS DAMAGED SUBSEQUENT TO SAW CUTTING, THE EDGE SHALL BE RECUT AS DIRECTED BY THE ENGINEER. SAW CUTTING SHALL BE FULL DEPTH OF THE PAVEMENT BEING SAWED. 13. REMOVAL OF EXISTING CONCRETE DRIVE APPROACHES REMOVAL OF EXISTING CONCRETE DRIVE APPROACHES REMOVAL OF EXISTING CONCRETE DRIVE APPROACHES SHALL BE PAID FOR ON A SYD BASIS AS "REMOVE CONCRETE DRIVE APPROACH" REGARDLESS OF THICKNESS, UNLESS OTHERWISE NOTED. 14. TREE REMOVAL TREE REMOVAL TREE REMOVALS, IF THERE ARE ANY, ARE CALLED OUT ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL TREE REMOVALS WITH THE CITY PRIOR TO COMMENCING WITH REMOVAL. PAYMENT FOR ALL TREE REMOVAL SHALL BE INCLUDED IN THE LUMP SUM "CLEARANCE" PAY ITEM 15. SALVAGING ITEMS TO OWNER SALVAGING ITEMS TO OWNER SALVAGING ITEMS TO OWNER SHALL BE INCLUDED WITH THE REMOVAL OF THAT ITEM.
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THE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AS OBTAINED ON OUR SURVEYS. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO BE SATISFIED AS TO IT'S ACCURACY AND THE LOCATION OF EXISTING UTILITIES.
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DTE ENERGY GAS
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%%UPUBLIC UTILITIES
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CONTACT: MR. ANDY KOVOLSKI
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PHONE: (231) 582-0375
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PHONE: (989) 350-2837
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CONTACT: MR. CHUCK HARDIN
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CONTACT: MR. MATT MINZEY
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PHONE: (231) 631-5872
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CITY OF BOYNE CITY
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FRONTIER
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CONTACT: MR. GILES LITZNER
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PHONE: (231) 420-2515
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PHONE: (231) 258-3785
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CONTACT: MR. MATT LOGAN
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CHARTER COMMUNICATIONS
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CONSUMERS ENERGY
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%%UNAME OF OWNER
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SANITARY SEWER
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STORM SEWER
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TELEPHONE
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WATER
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CABLE TV
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%%UKIND OF UTILITY
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ELECTRIC
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GAS
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23. MAINTAINING WATER SERVICE MAINTAINING WATER SERVICE DISRUPTIONS IN WATER SERVICE SHALL BE COORDINATED WITH CITY AND ENGINEER A MINIMUM OF 2 WORKING DAYS IN ADVANCE OF THE DISRUPTION. NO WATER SERVICE SHALL BE DISRUPTED FOR LONGER THAN 6 HOURS DURING ANY 24 HOUR PERIOD. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING PROPERTY OWNERS OF WATER DISRUPTIONS. 27. RESTORATION RESTORATION GRADE SHALL BE RESTORED EQUAL TO ITS PRE-CONSTRUCTION CONDITION OR BETTER. EXISTING STREETS SHALL BE RESTORED TO THE THICKNESS INDICATED WITH HOT MIX ASPHALT (HMA). REFER TO HMA APPLICATION ESTIMATE ON SHEET ______. EXISTING RESIDENTIAL CONCRETE DRIVES SHALL BE RESTORED WITH 6" OF NON-REINFORCED CONCRETE AND 4" SAND SUBBASE, UNLESS NOTED OTHERWISE ON THE PLANS. ALL OTHER DISTURBED AREAS SHALL RECEIVE 3" TOPSOIL, SEED AND MULCH OR MATTING, PER THE SPECIFICATIONS. 30. WATER SERVICE LOCATIONS WATER SERVICE LOCATIONS THE LOCATIONS OF PROPOSED AND EXISTING WATER SERVICES THAT MAY BE SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY AND MAY BE ADJUSTED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ASSISTING THE CITY WITH LOCATING SERVICES. 32. DUST CONTROL DUST CONTROL THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST ON THIS PROJECT THROUGH THE USE OF WATER TRUCKS OR DUST PALLIATIVE. PAYMENT FOR DUST CONTROL SHALL BE INCLUDED WITH THE "WATER MAIN" PAY ITEMS. DUST SHALL BE CONTINUOUSLY CONTROLLED TO THE SATISFACTION OF THE OWNER. 34. MAILBOXES MAILBOXES WHENEVER MAILBOXES ARE ENCOUNTERED ALONG THIS PROJECT, WITHIN THE CONSTRUCTION LIMITS, THE CONTRACTOR SHALL MAINTAIN ALL SUCH EXISTING MAILBOXES AT OR NEAR THEIR PRESENT LOCATION, IN SUCH A MANNER AS TO PERMIT THE UNINTERRUPTED DELIVERY OF THE MAIL. AS THE PROGRESS OF THE WORK PERMITS, THE CONTRACTOR SHALL RELOCATE THE EXISTING MAILBOXES AND RESET THEM PERMANENTLY IN COMPLIANCE WITH THE REQUIREMENTS OF THE UNITED STATES POSTAL SERVICE. ALL WORK ASSOCIATED WITH RELOCATING THE MAILBOXES AND/OR REPLACING MAILBOX POSTS SHALL BE INCLUDED IN THE PAY ITEM "MACHINE GRADING MODIFIED". 36. IRRIGATION SYSTEMS RRIGATION SYSTEMS WHENEVER AN EXISTING IRRIGATION SYSTEM IS ENCOUNTERED WITHIN THE CITY'S RIGHT-OF-WAY DURING THE PROJECT, THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING, AND OR REPAIRING IT. ALL COSTS SHALL BE INCLUDED IN THE "IRRIGATION SYSTEMS, PROTECT" PAY ITEM. 38. TRAFFIC CONTROL TRAFFIC CONTROL THE CONTRACTOR SHALL ERECT AND MAINTAIN THE NECESSARY CONSTRUCTION SIGNING THROUGHOUT THE DURATION OF THE PROJECT. PLACEMENT OF PERMANENT AND TEMPORARY TRAFFIC CONTROL ITEMS SHALL BE DONE IN ACCORDANCE WITH THE 2011 EDITION OF THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AS AMENDED AND M.D.O.T. GUIDELINES. ALL SIGNAGE SHALL BE REVIEWED AND APPROVED BY THE CITY OF BOYNE CITY D.P.W. AND POLICE DEPARTMENT. ALL CONSTRUCTION SIGNAGE AND TRAFFIC CONTROL WITHIN THE MDOT R.O.W. SHALL BE IN STRICT COMPLIANCE WITH THE MDOT R.O.W. PERMIT. THE CONTRACTOR WILL BE REQUIRED TO ADJUST THE CONSTRUCTION SIGNING FOR EACH PHASE OF CONSTRUCTION. ALL COSTS SHALL BE INCLUDED IN THE "TRAFFIC CONTROL AND SIGNAGE" LUMP SUM PAY ITEM. IT IS THE INTENT THAT THE ROADS BE MAINTAINED OPEN TO LOCAL TRAFFIC OPEN TO LOCAL TRAFFIC THROUGHOUT CONSTRUCTION, UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL SUBMIT A , UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL SUBMIT A MAINTAINING TRAFFIC PLAN TO THE ENGINEER FOR APPROVAL.
TRENCH WIDTHS THE PROPOSED TRENCH WIDTHS FOR ALL UNDERGROUND PIPE SIZES AND MATERIALS SHALL BE IN ACCORDANCE WITH ASTM D2321 (SEE SPECIFICATIONS).
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MDOT CL II GRANULAR BEDDING, MODIFIED FOR A MAXIMUM PARTICLE SIZE OF 1.5 INCHES, FOR STORM AND SANITARY SEWERS AND WATER MAIN
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BACKFILL MATERIAL APPROVED BY ENGINEER.
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4" MIN. UNDERCUT WATER MAIN
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SCALE: NONE
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NOTE: THE TRENCH SHALL BE EXCAVATED TO THE DEPTH REQUIRED SO AS TO PROVIDE A UNIFORM AND CONTINUOUS BEARING AND SUPPORT FOR THE PIPE.
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NOTE: FINAL BACKFILL FOR WATER MAIN SHALL BE FREE OF FROZEN OR ORGANIC MATERIALS.
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NOTE: CONSTRUCT APPROPRIATE DIAMETER AND DEPTH MJ X MJ OFFSET TO PROVIDE 18" MINIMUM CLEARANCE BETWEEN WATER MAIN AND SEWER
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PROPOSED WATER MAIN
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PROPOSED OR EXISTING STORM OR SANITARY SEWER
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ENCASE CROSSING WITH MDOT 6A STONE
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MEGALUG - TYPICAL OF ALL JOINTS ON OFFSET FITTINGS.
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4 EACH 45° BENDS REQUIRED
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WATER MAIN OFFSET DETAIL
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SCALE: NONE
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1.5' MINIMUM VERTICAL CLEARANCE
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NOTE: MAXIMIZE THE SPACING OF THE WATER MAIN JOINTS FROM THE CROSSING UTILITY PIPE (PLACE ONE FULL LENGTH SECTION OF NEW PIPE CENTERED ON THE CROSSING UTILITY).
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SUBGRADE COMPACTED TO 95% DENSITY
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UNDISTURBED SOIL
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12"
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TRIM EXISTING ASPHALT TO A NEAT EDGE.
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6" MDOT 22A GRAVEL BASE COMPACTED TO 98% DENSITY.
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4" MIN. UNDERCUT FOR WATER MAIN
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IMPORTED GRANULAR BACKFILL OR TRENCH MATERIAL MEETING MDOT CL-IIIA REQUIREMENTS.
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MDOT CL II GRANULAR BEDDING, MODIFIED FOR A MAXIMUM PARTICLE SIZE OF 1.5 INCHES, FOR STORM AND SANITARY SEWERS AND WATER MAIN
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TRENCH WIDTHS THE PROPOSED TRENCH WIDTHS FOR ALL UNDERGROUND PIPE SIZES AND MATERIALS SHALL BE IN ACCORDANCE WITH ASTM D2321 (SEE SPECIFICATIONS).
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TRENCH BACKFILL UNDER ROADWAY
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SCALE: NONE
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NOTE: WHEN UNDERCUTTING FOR SANITARY SEWERS (FLEXIBLE PIPE) EXCEEDS 12 INCHES, BACKFILL FOR UNDERCUTTING SHALL CONFORM TO MDOT CLASS IIIA (FOR GRANULAR MATERIAL) OR MDOT 6A STONE REQUIREMENTS.
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NOTE: THE TRENCH SHALL BE EXCAVATED TO THE DEPTH REQUIRED SO AS TO PROVIDE A UNIFORM AND CONTINUOUS BEARING AND SUPPORT FOR THE PIPE.
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SEE HMA APPLICATION TABLE ON SHEET ___
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NOTE: FINAL BACKFILL FOR WATER MAIN SHALL BE FREE OF FROZEN OR ORGANIC MATERIALS.
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NOTE: IN EXISTING STREETS, CONTRACTOR SHALL RESTORE SURFACE TO ORIGINAL OR BETTER CONDITION.
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6'-0" MIN. COVER
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UNDISTURBED EARTH
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DISTANCE DETERMINED
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BY ENGINEER
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TEE IN MAIN
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THRUST BLOCK
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BREAK AWAY FLANGE
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3'
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STANDARD FIRE HYDRANT ASSEMBLY DETAIL
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SCALE: NONE
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PUMPER CONNECTION SHALL FACE STREET. PROVIDE AND INSTALL 5" STORZ FITTING ON ALL NEW HYDRANTS
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MECHANICALLY ROD GATE VALVE TO TEE IF WITHIN 10' OF TEE.
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1" GRAVEL OR CRUSHED STONE
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1'-8" TYP. OR AS DIRECTED BY ENGINEER
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THE HYDRANT DRAIN SHALL BE PLUGGED.
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KEEP CONC. THRUST BLOCK BELOW HYDRANT DRAIN. SEE THRUST BLOCK SCHEDULE & DETAIL IN SPECS. FOR SIZE.
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4" THICK X 2 SQ. FT. BEARING AREA SLAB OF PRECAST OR POURED CONC. OR OTHER SLAB MATERIAL APPROVED BY RESIDENT ENGINEER.
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VALVE & C.I. VALVE BOX
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MECHANICALLY RESTRAIN ALL JOINTS
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6" DIAMETER WATER MAIN UNLESS OTHERWISE NOTED
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WATER MAIN
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SERVICE PIPE
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CORP. STOP
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1"%%C MIN.
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6' MIN. COVER
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STREET R.O.W.
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PROPERTY LINE
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WATER SERVICE CONNECTION DETAIL
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SCALE: NONE
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TAPPING SADDLE FOR PVC PIPE
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MUNICIPAL STD. SERVICE CURB STOP AND BOX
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MUNICIPAL STD. CURB BOX WITH ROD AND MIN. 1-1/4" RISER
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AT PROPERTY LINE OR AS DIRECTED BY CITY
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SET AT 4 FEET
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WATER MAIN
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VALVE BOX
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WATER MAIN VALVE EXTENSION STEM DETAIL
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SCALE: NONE
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WHERE THE WATER MAIN IS BURIED AT A DEPTH WHERE THE NORMAL VALVE OPERATING NUT WILL BE AT A DEPTH GREATER THAN 4 FEET, A VALVE EXTENSION STEM WITH OPERATING NUT SHALL BE PROVIDED AND MECHANICALLY ATTACHED TO THE VALVE TO PROVIDE AN OPERATING NUT AT THE 4 FOOT DEPTH.
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VALVE & C.I. VALVE BOX
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NOTE:EXTENSION STEM INCLUDED IN PAYMENT FOR VALVE.
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NORMAL VALVE OPERATING NUT (WHERE NORMAL BURY PLACES IT GREATER THAN 4 FEET DEEP)
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2
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NORMAL TRENCH BACKFILL DETAIL
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TOPSOIL-3" MIN. FOR SEED OR SOD
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12"
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TRENCH WIDTHS THE PROPOSED TRENCH WIDTHS FOR ALL UNDERGROUND PIPE SIZES AND MATERIALS SHALL BE IN ACCORDANCE WITH ASTM D2321 (SEE SPECIFICATIONS).
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MDOT CL 6A STONE FOR WATER MAIN
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BACKFILL MATERIAL APPROVED BY ENGINEER.
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4" MIN. UNDERCUT WATER MAIN
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SCALE: NONE
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NOTE: THE TRENCH SHALL BE EXCAVATED TO THE DEPTH REQUIRED SO AS TO PROVIDE A UNIFORM AND CONTINUOUS BEARING AND SUPPORT FOR THE PIPE.
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NOTE: FINAL BACKFILL FOR WATER MAIN SHALL BE FREE OF FROZEN OR ORGANIC MATERIALS.
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SPECIAL TRENCH BEDDING DETAIL
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GEOTEXTILE FABRIC AROUND PIPE BEDDING
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NOTE: TO BE USED IN POOR SOIL AREAS ONLY AS NOTED BY ENGINEER