QUANTITIES MOBILIZATION PAVT, REM EROSION CONTROL, INLET PROTECTION, FABRIC DROP 12 EA AGGREGATE BASE AGGREGATE BASE, CONDITIONING SHOULDER, CL II

Transcription

1 7/12/18

2 GENERAL NOTES SPECIFICATIONS: ALL WORK AND MATERIALS, UNLESS OTHERWISE STATED IN THESE PLANS, SHALL BE IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF TRANSPORTATION (MDOT) 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THESE PLANS. STANDARD DRAWINGS: ALL STANDARD DRAWINGS AND ITEMS LISTED IN THESE PLANS, UNLESS OTHERWISE STATED, ARE FROM THE MDOT ROAD STANDARD PLANS. CONFLICT NOTE: IN CASES WHERE THERE IS A CONFLICT BETWEEN STANDARDS, DETAILS OR NOTES, THE MORE RESTRICTIVE SHALL TAKE PRECEDENT OR AS DETERMINED BY THE MONROE COUNTY ROAD COMMISSION OR APPROPRIATE JURISDICTIONAL AGENCY. EXISTING UTILITIES: THE LOCATION OF ALL PUBLIC UTILITIES AS SHOWN ON THESE PLANS ARE OBTAINED FROM THE BEST AVAILABLE DATA. MCRC AND THE MANNIK & SMITH GROUP, INC. ARE NOT RESPONSIBLE FOR ANY OMISSIONS OR VARIATIONS FROM THE LOCATIONS SHOWN. THE VERIFICATION OF THE ACTUAL LOCATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174 OF 2013, THE CONTRACTOR SHALL CALL OR 811 A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS, PRIOR TO BEGINNING ANY EXCAVATION OR CONSTRUCTION ACTIVITIES IN AREAS WHERE PUBLIC UTILITIES HAVE NOT THE CONTRACTOR SHALL SUBMIT IN WRITING PROPOSED HAUL ROUTES FOR APPROVAL BY THE MCRC PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR WILL NOT BE ELIGIBLE FOR ADDITIONAL COMPENSATION IF THE PROPOSED HAUL ROUTE IS NOT APPROVED BY THE MCRC. EXISTING SEWERS AND UTILITIES: EXCEPT AS OTHERWISE PROVIDED IN THESE PLANS, FLOW IN EXISTING WATER MAIN, STORM AND SANITARY SEWERS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION OF THIS PROJECT. WHERE THE PLANS PROVIDE FOR THE PROPOSED STORM SEWER TO BE CONNECTED TO, OR TO CROSS EITHER OVER OR UNDER AN EXISTING SEWER OR WATER MAIN, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE THE EXISTING PIPE BOTH AS TO LINE AND GRADE BEFORE CONSTRUCTION OF THE PROPOSED SEWER IS STARTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING SEWERS AND WATER MAINS OR SERVICES RESULTING FROM THEIR OPERATIONS. SAWCUTS: SAWCUT LINES INDICATED AT LIMITS OF PAVEMENT REMOVAL ARE INCLUDED IN THE COST OF THE REMOVAL ITEMS OF WORK AND SHALL BE PERFORMED IN ACCORDANCE WITH MDOT STANDARDS. MAIL BOXES: ALL MAIL BOXES SHALL BE MAINTAINED FOR THE DURATION OF THE PROJECT. POSTAL SERVICE MAY NOT BE INTERRUPTED. MAILBOXES SHALL BE ACCESSIBLE TO POST OFFICE VEHICLES FROM THE ROADWAY. THE CONTRACTOR SHALL COORDINATE ALL MAILBOX RELOCATIONS WITH THE QUANTITIES MOBILIZATION 1 LS PAVT, REM 6 SYD EROSION CONTROL, INLET 12 EA AGGREGATE BASE 75 TON 5,506 SYD SHOULDER, CL II 85 TON * COLD MILLING HMA SURFACE 110 SYD 5,396 SYD 447 TON 455 TON 31 TON MACHINE GRADING 36 STA POST, MAILBOX, RELOCATE 10 EA MAINTAINING TRAFFIC 1 LS * INCLUDES 25 TONS FOR STONE DRIVEWAYS AND 20 TONS FOR CUL-DE-SAC. BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. PROPERTY OWNER AND THE TEMPERANCE POST OFFICE. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" THE ITEM "POST, MAILBOX, RELOCATE" INCLUDES REMOVING AND RELOCATING ALERT SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING UTILITIES CAUSED BY THEIR OPERATIONS. SELECTED EXISTING SUPPORTS AND MAILBOXES DURING CONSTRUCTION ACTIVITIES, MAINTAINING SERVICEABILITY, AND REINSTALLING SELECTED EXISTING POST AND MAILBOX AT THE PERMANENT LOCATION AFTER CONSTRUCTION ACTIVITIES ARE COMPLETED. CONSTRUCTION ZONE SIGNAGE UTILITY OWNERSHIP: THE FOLLOWING IS A LIST OF UTILITY COMPANIES KNOWN TO BE IN THE VICINITY OF THIS PROJECT: THE REMOVAL, STORAGE, AND REINSTALLATION OF NEWS PAPER BOXES AND SUPPORTS ARE ALSO INCLUDED IN THE PAYMENT FOR THE ITEM "POST, MAILBOX, RELOCATE." TRAFFIC CONTROL DEVICE SUMMARY TEMPORARY DRIVEWAYS: THE CONTRACTOR SHALL PROVIDE ACCESS FOR QUANTITY NATURAL GAS: MICHIGAN GAS UTILITIES COUNTY DRAINS: MONROE CO. DRAIN COMMISSIONER PROPERTY OWNERS FROM THE ROAD AT ALL TIMES BY PROVIDING TEMPORARY GRAVEL DRIVE APPROACHES. ANY GRAVEL REQUIRED FOR TEMPORARY APPROACHES SHALL BE INCLUDED IN OTHER PAY ITEMS. PLASTIC DRUM, HIGH INTENSITY SOUTH TELEGRAPH ROAD MONROE, MI ATTN: KRISTOPHER KLEINSMITH 1005 SOUTH RAISINVILLE ROAD MONROE, MI ATTN: TIM CSURGO AGGREGATE BASE: AGGREGATE BASE FOR THIS PROJECT SHALL MEET THE REQUIREMENTS OF 21AA. STANDARD LEGEND SIGN QUANTITY SUMMARY (734) ELECTRIC POWER: (734) SANITARY SEWER: 75 TON OF AGGREGATE BASE HAS BEEN INCLUDED IN THE PLAN QUANTITIES TO CORRECT CROSS SLOPES AS DIRECTED BY THE ENGINEER. # SIGN DESCRIPTION SIZE PAID (INCHES) QUANTITY CONSUMERS ENERGY 1955 W. PARNELL JACKSON, MI ATTN: DAVID SOUTHWARD (517) SOUTH COUNTY WATER SYSTEM 9849 LEWIS AVENUE ATTN: CHRIS SCHMIDT (734) EXISTING SIGNS: THE CONTRACTOR SHALL MAINTAIN ALL EXISTING WARNING, REGULATORY AND/OR GUIDE SIGNS DURING CONSTRUCTION IN ACCORDANCE WITH APPLICABLE MDOT SPECIFICATIONS. ANY TEMPORARY REMOVAL AND/OR RELOCATION DUE TO THE PROPOSED WORK SHALL BE G20-2 END ROAD WORK 24 x 48 2 R5-18c WORK ZONE BEGINS 48 x 48 2 W20-1 ROAD WORK AHEAD 48 x 48 2 W:\Projects\Projects A-E\\CAD\_GN01.dgn 7/12/2018 TELECOMMUNICATIONS: WATER: BUCKEYE BROADBAND SOUTH COUNTY WATER SYSTEM 2700 OREGON ROAD 9849 LEWIS AVENUE NORTHWOOD, OH ATTN: MICHAEL SHEAHAN ATTN: CHRIS SCHMIDT (419) (734) TELECOMMUNICATIONS: FRONTIER 340 S. MAIN STREET ADRIAN, MI ATTN: MARK SPINA (517) CONSTRUCTION SCHEDULE: THE CONTRACTOR MUST SUBMIT A CONSTRUCTION SCHEDULE TO THE OWNER BEFORE OR AT THE PRECONSTRUCTION MEETING. THIS SCHEDULE WILL SHOW THE SEQUENCE OF CONSTRUCTION AND COMPLETION DATES FOR MAJOR ITEMS OF WORK. THE PROJECT CONSTRUCTION SCHEDULE MUST BE UPDATED PERIODICALLY AS PROGRESS CONTINUES IN ACCORDANCE WITH PROVISIONS IN THE CONTRACT DOCUMENTS. BI-WEEKLY PROGRESS MEETINGS MAY BE REQUIRED IF DETERMINED NECESSARY. CONSTRUCTION STAKES: IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT AND PRESERVE THE CONSTRUCTION STAKES AND TO VERIFY THEIR CORRECTNESS PRIOR TO LAYING PIPE OR CONSTRUCTING CURB OR PAVEMENT. THE FIRST SET OF STAKES WILL BE PAID FOR BY THE OWNER. REPLACEMENT OF STAKES BY THE OWNER'S ENGINEER WILL BE AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS (2 WORKING DAYS) NOTICE TO THE OWNER'S ENGINEER FOR THE PLACEMENT OF CONSTRUCTION STAKES. SURVEY POINTS: ANY PROPERTY CORNERS, MONUMENTS, OR RIGHT-OF-WAY MARKERS DISTURBED BY ACTIVITIES OF THE CONTRACTOR SHALL BE RESET BY A LICENSED LAND SURVEYOR AT THE EXPENSE OF THE CONTRACTOR. STORAGE OF MATERIALS: CONSTRUCTION EQUIPMENT AND MATERIALS MUST BE STORED IN A MANNER SO AS TO POSE NO THREAT TO WORKERS, ADJACENT PROPERTY OWNERS, OR PUBLIC USE OF THE ROADWAY. NO MATERIALS OR EQUIPMENT SHALL BE STORED OUTSIDE THE WORK LIMITS WITHOUT VERIFIED WRITTEN PERMISSION OF THE OWNER OF THE PROPERTY. HAULING: CONTRACTOR SHALL IMMEDIATELY REMOVE FROM THE PROJECT AREA ALL PRODUCTS OF CLEARING, GRUBBING AND REMOVALS THAT ARE UNSUITABLE FOR BACKFILL AND LEGALLY DISPOSE OF THESE ITEMS. ROUTES FOR HAULING MATERIALS TO OR FROM THE PROJECT SITE SHALL BE KEPT CLEAN OF DEBRIS ON A DAILY BASIS. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES FOR LEGAL HAULING. PERFORMED WITHOUT DAMAGE TO THE SIGNS, SIGN COMPONENTS, OR POSTS DURING ALL PHASES OF CONSTRUCTION. RESTORATION OF WORK AREA: ALL ITEMS, INCLUDING, BUT NOT LIMITED TO, FENCING, POSTS, POLES, SHRUBS, SIGNS, DRIVES, CULVERTS, LAWNS, SWALES, ROADS, DITCHES, PIPES, PROPERTY MARKERS, PRIVATE SIGNS, MANHOLES, DRAIN TILES, CATCH BASINS, OR YARD DECORATIONS, THAT ARE DAMAGED, REMOVED OR OTHERWISE AFFECTED BY THE CONTRACTOR'S OPERATIONS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION OR BETTER BY THE CONTRACTOR PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. PAYMENT FOR THIS SHALL BE INCLUDED IN OTHER ITEMS OF WORK. SOIL EROSION AND SEDIMENTATION CONTROL: CONTRACTOR SHALL ADHERE TO THE STATE OF MICHIGAN "SOIL EROSION AND SEDIMENT CONTROL ACT", PART 91 OF PUBLIC ACTS 451 OF 1994, AS AMENDED, AND ALL APPLICABLE RULES ON SOIL EROSION AND SEDIMENTATION CONTROL AS ESTABLISHED BY JURISDICTIONAL AUTHORITIES. 4 W21-5b RIGHT SHOULDER CLOSED AHEAD 48 x 48 1 EAGLE RIDGE TRAIL IVOR LINDSAY DRIVE DEMPSTER STREET DONALD DRIVE 50' 100' 400' LEWIS AVENUE ' 100' 400' 50' FAIRFIELD DRIVE GENERAL NOTES AND CONSTRUCTION MISCELLANEOUS PLANS QUANTITIES 2 6

3 25' ROW MILDRED AVENUE 26' LIMITS OF 25' ROW 13' EX. HMA OR CHIP SEAL SURFACE AS NOTED BELOW EX. SLOPE VARIES 13' EX. SLOPE VARIES EX. 8 INCH AGGREGATE BASE (27' WIDE) EXISTING TYPICAL SECTION STA 0+48 TO STA 3+25 (HMA THICKNESS VARIES 1.5" TO 3") STA 3+25 TO STA (CHIP SEAL THICKNESS VARIES 1" TO 1.5") MILDRED AVENUE 25' ROW 25' ROW 26' LIMITS OF 12.5' HMA LANE 12.5' HMA LANE W:\Projects\Projects A-E\\CAD\_TY01.dgn 7/12/2018 IDENT NO. HMA-T HMA-L ITEM BOND COAT THICKNESS 1.5 INCHES GAL HMA APPLICATION ESTIMATE RATE LBS PER SYD 165 LBS PERFORMANCE GRADE PG INCHES 165 LBS PG INCHES 165 LBS PG INCHES 165 LBS PG AN AS DIRECTED QUANTITY OF 75 TON OF AGGREGATE BASE HAS BEEN INCLUDED IN THE PLAN QUANTITIES TO CORRECT CROSS SLOPES AS DIRECTED BY THE ENGINEER. COMMENTS TOP COURSE - AWI = 260 (TARGET AIR VOIDS = 3.0%) LEVELING COURSE (TARGET AIR VOIDS = 3.0%) TOP COURSE LEVELING COURSE VARIES* HMA-T HMA-L PROPOSED TYPICAL SECTION STA 0+48 TO STA * AS DIRECTED BY ENGINEER VARIES* EX. 8 INCH AGGREGATE BASE (27' WIDE) 3" HMA 2 " BELOW CONCRETE COLLAR. CATCH BASIN PAVING DETAILS EXISTING CONCRETE COLLAR NOTE: GRADE EXISTING AGGREGATE BASE AT CATCH BASIN LIMITS OF HMA " HMA REGRADE EXISTING SHOULDERS TO MATCH NEW EDGE OF PAVEMENT. THIS WORK WILL BE PAID FOR AS MACHINE GRADING (STA). ANY NEW SHOULDER GRAVEL REQUIRED WILL BE PAID FOR AS SHOULDER, CL II (TON). (TYPICAL BOTH SIDES) SHOULDER, CL II AS DIRECTED BY THE ENGINEER 12.5' FROM VARIES EXISTING CONCRETE COLLAR TYPICAL SECTIONS & DETAILS 3 6

4 MSG LEWIS MILDRED MILDRED MILDRED MILDRED GRAPHIC SCALE 0' 120' 30' 60' 110 SYD COLD MILLING HMA SURFACE (1.5 INCH) 13 SYD 13 SYD 2.2 TON 11 SYD 11 SYD 1.9 TON I EA EROSION CONTROL, INLET STA 0+20 LEWIS AVENUE POB STA MATCHLINE STA SYD 11 SYD W:\Projects\Projects A-E\\CAD\_SP01.dgn 7/12/2018 EXISTING EOP REMOVE EXISTING 12.5' FROM DRIVES AS DIRECTED BY ENGINEER (APPROXIMATE AREAS NOTED ON PLANS) VARIES (4' TYPICAL) 3" HMA * ** * NEW 3" HMA SURFACE (1.5" 5-E1 AND 13A) ** AGGREGATE BASE AS REQUIRED DRIVEWAY SURFACE REPLACEMENT MILDRED EXISTING DRIVE SURFACE 1.9 TON MILDRED MILDRED MILDRED QUANTITIES THIS SHEET: 4 EA EROSION CONTROL, INLET PROTECTION, FABRIC DROP 1,660 SYD 20 TON SHOULDER, CL II 110 SYD COLD MILLING HMA SURFACE 1,760 SYD 146 TON 154 TON 6 TON 11 STA MACHINE GRADING COLD MILLING HMA SURFACE HMA-T HMA-L AND HMA-T NOTE: AND AGGREGATE BASE, AT 26' WIDTH; HMA PAVING AT 25' WIDTH; MACHINE GRADING AT 2'` WIDTH (EACH SIDE) PER TYPICAL SECTION CONSTRUCTION PLANS 4 6

5 MSG MILDRED MILDRED MILDRED MILDRED MILDRED MILDRED MILDRED MILDRED GRAPHIC SCALE 0' 120' 30' 60' 5 SYD 5 SYD 1.0 TON W:\Projects\Projects A-E\\CAD\_SP02.dgn 7/12/2018 MATCHLINE STA MILDRED MILDRED 9 SYD 9 SYD 4 SYD 4 SYD MILDRED 0.8 TON MILDRED 4 SYD 4 SYD 0.8 TON MILDRED MILDRED 6 SYD 6 SYD AGGREGATE BASE, 1 TON 4 SYD 4 SYD 2.4 TON MILDRED MILDRED MATCHLINE STA SYD PAVT, REM 3 SYD 0.5 TON QUANTITIES THIS SHEET: 6 SYD 2 EA 1,770 SYD 25 TON 1,770 SYD 146 TON 146 TON 8 TON 12 STA PAVT, REM EROSION CONTROL, INLET PROTECTION, FABRIC DROP SHOULDER, CL II MACHINE GRADING HMA-L AND HMA-T NOTE: AND AGGREGATE BASE, AT 26' WIDTH; HMA PAVING AT 25' WIDTH; MACHINE GRADING AT 2'` WIDTH (EACH SIDE) PER TYPICAL SECTION CONSTRUCTION PLANS 5 6

6 MILDRED MILDRED MILDRED MILDRED MILDRED MILDRED MILDRED MILDRED MSG W:\Projects\Projects A-E\\CAD\_SP03.dgn 7/12/2018 MATCHLINE STA MILDRED MILDRED 10 SYD 10 SYD AGGREGATE BASE, 2.0 TON 3 SYD 3 SYD 0.5 TON I EA EROSION CONTROL, INLET MILDRED 9 SYD 9 SYD 3 SYD 3 SYD 0.5 TON 8 SYD 8 SYD MILDRED MILDRED 12 SYD 12 SYD AGGREGATE BASE, 2.0 TON 7 SYD 9 SYD 9 SYD 7 SYD MILDRED 9 SYD 9 SYD 9 SYD 9 SYD AGGREGATE BASE, 9 SYD 9 SYD MILDRED 7 SYD 25'R STA SYD GRAPHIC SCALE 0' 120' 30' STA 18+45, 12.5' LT POE STA ' CONTRACTOR TO SPREAD APPROXIMATELY 260 SYD OF MILLING MATERIAL AND 20 TONS OF SHOULDER, CL II AND GRADE FOR POSTIVE DRAINAGE AS DIRECTED BY ENGINEER. WORK TO BE PAID AS "AGGREGATE BASE,." SHOULDER, CL II MATERIAL WILL BE PAID SEPARATELY. QUANTITIES THIS SHEET: 6 EA 2,076 SYD 1,866 SYD 155 TON 155 TON 17 TON 13 STA EROSION CONTROL, INLET PROTECTION, FABRIC DROP 40 TON SHOULDER, CL II MACHINE GRADING HMA-L AND HMA-T NOTE: AND AGGREGATE BASE, AT 26' WIDTH; HMA PAVING AT 25' WIDTH; MACHINE GRADING AT 2'` WIDTH (EACH SIDE) PER TYPICAL SECTION CONSTRUCTION PLANS 6 6