MOBILIZATION CURB AND GUTTER, REM EXCAVATION, EARTH DR STRUCTURE, RECONST, CASE 1 AGGREGATE BASE, CONDITIONING COLD MILLING HMA SURFACE

Transcription

1 7/13/18

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) 01 STANDARD SPECIFICATIONS FOR RUCTION 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 013, THE CONTRACTOR SHALL CALL OR 811 A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS, PRIOR TO BEGINNING ANY EXCAVATION OR RUCTION ACTIVITIES IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING UTILITIES CAUSED BY THEIR OPERATIONS. FENCING & LANDSCAPING IN RIGHT-OF-WAY: WHERE PRIVATE FENCES AND/OR LANDSCAPE PLANTINGS ARE LOCATED WITHIN THE WORK AREA, THE PROPERTY OWNER SHALL BE NOTIFIED (IN WRITING WITH A COPY SENT TO THE ENGINEER) BY THE CONTRACTOR TWO WEEKS IN ADVANCE OF ANY WORK DONE THAT WILL AFFECT ANY FENCING AND/OR LANDSCAPING. THE PROPERTY OWNER MUST BE GIVEN THE OPTION OF REMOVING THESE ITEMS THEMSELVES. IF THE PROPERTY OWNER FAILS TO REMOVE THESE ITEMS PRIOR TO THE CONTRACTOR BEGINNING WORK, THE CONTRACTOR SHALL CAREFULLY SALVAGE THE FENCING AND/OR LANDSCAPE ITEMS AND STOCKPILE THEM ON THE PROPERTY OWNER'S PROPERTY. THIS WORK WILL BE PAID AS A LUMP SUM AS CLEARING, SPECIAL. LAWN SPRINKLER SYSTEMS: SHALL BE NOTIFIED (IN WRITING WITH A COPY SENT TO THE ENGINEER) BY THE CONTRACTOR TWO WEEKS IN ADVANCE OF ANY WORK DONE THAT WILL AFFECT THOSE SYSTEMS. IF THE PROPERTY OWNER FAILS TO RELOCATE THE LAWN SPRINKLER SYSTEMS PRIOR TO THE CONTRACTOR BEGINNING WORK AND THE CONTRACTOR CUTS THE SYSTEM DURING RUCTION, THE CONTRACTOR SHALL CAP THE SYSTEM PIPE AND WITNESS THE LOCATION OF THE CAP WITH A WOODEN STAKE FOR THE PROPERTY OWNER'S USE. THE CONTRACTOR SHALL PLACE THE SALVAGED SPRINKLER HEADS ON THE PROPERTY OWNER'S PROPERTY. ANY OTHER MODIFICATIONS TO THE LAWN SPRINKLER SYSTEMS IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND IS NOT PART OF THE CONTRACT. THE COST FOR SALVAGING AND RELOCATING LAWN SPRINKLER HEADS, AND CAPPING AND WITNESSING PIPES IS CONSIDERED TO BE INCLUDED IN THE CONTRACT UNIT PRICES FOR OTHER ITEMS OF WORK AND WILL NOT BE PAID FOR SEPARATELY. 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. OWNERS OF EXISTING LAWN SPRINKLER SYSTEMS QUANTITIES MOBILIZATION CURB AND GUTTER, REM EXCAVATION, EARTH DR STRUCTURE, RE, CASE 1 AGGREGATE BASE, CONDITIONING SANITARY STRUCTURE COLD MILLING HMA SURFACE HMA SURFACE, REM HMA, 13A HMA, ULTRA-THIN, LOW VOLUME LANE TIE, EPOXY ANCHORED CURB & GUTTER, CONC, MAINTAINING TRAFFIC HAND PATCHING EDGE TRIMMING 1 LSUM 48 FT 8 CYD 6 FT 1,390 SYD 1 EA 376 SYD,185 SYD 35 TON 470 TON 4 EA 48 FT 1 LSUM 16 TON 90 FT 1771 NORTH DIXIE HIGHWAY 1 7/13/018 BAB FINAL PLANS PROJECT DATE: 1/04/018 KHW UTILITY OWNERSHIP: THE FOLLOWING IS A LIST OF UTILITY COMPANIES KNOWN TO BE IN THE VICINITY OF THIS PROJECT: THE CONTRACTOR SHALL SUBMIT IN WRITING PROPOSED HAUL ROUTES FOR APPROVAL BY THE MCRC PRIOR TO THE START OF RUCTION. THE CONTRACTOR WILL NOT BE ELIGIBLE FOR ADDITIONAL COMPENSATION IF THE PROPOSED HAUL ROUTE IS NOT APPROVED BY THE MCRC. NATURAL GAS: MICHIGAN GAS UTILITIES 899 SOUTH TELEGRAPH ROAD MONROE, MI ATTN: KRISTOPHER KLEINSMITH (734) COUNTY DRAINS: MONROE CO. DRAIN COMMISSIONER 1005 SOUTH RAISINVILLE ROAD MONROE, MI ATTN: TIM CSURGO (734) 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 RUCTION OF THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING SEWERS AND WATER MAINS OR SERVICES RESULTING FROM THEIR OPERATIONS. ELECTRIC POWER: CONSUMERS ENERGY 1955 W. PARNELL JACKSON, MI 4901 SANITARY SEWER: SOUTH COUNTY WATER SYSTEM 9849 LEWIS AVENUE TEMPERANCE, MI 4818 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. ATTN: DAVID SOUTHWARD (517) TELECOMMUNICATIONS: BUCKEYE BROADBAND 700 OREGON ROAD NORTHWOOD, OH ATTN: MICHAEL SHEAHAN (419) TELECOMMUNICATIONS: FRONTIER ATTN: CHRIS SCHMIDT (734) WATER: SOUTH COUNTY WATER SYSTEM 9849 LEWIS AVENUE TEMPERANCE, MI 4818 ATTN: CHRIS SCHMIDT (734) 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 PAVEMENT. THE CONTRACTOR SHALL COORDINATE ALL MAILBOX RELOCATIONS WITH THE PROPERTY OWNER AND THE LAMBERTVILLE POST OFFICE. TEMPORARY DRIVEWAYS: THE CONTRACTOR SHALL PROVIDE ACCESS FOR PROPERTY OWNERS FROM THE ROAD AT ALL TIMES BY PROVIDING TEMPORARY GRAVEL RAMPS. ANY GRAVEL REQUIRED FOR TEMPORARY GRAVEL RAMPS SHALL BE INCLUDED IN OTHER PAY ITEMS. 340 S. MAIN STREET AGGREGATE BASE: AGGREGATE BASE FOR THIS PROJECT SHALL MEET THE ADRIAN, MI 4911 ATTN: MARK SPINA (517) RUCTION SCHEDULE: THE CONTRACTOR MUST SUBMIT A RUCTION SCHEDULE TO THE OWNER BEFORE OR AT THE PRERUCTION MEETING. THIS SCHEDULE WILL SHOW THE SEQUENCE OF RUCTION AND COMPLETION DATES FOR MAJOR ITEMS OF WORK. THE PROJECT RUCTION 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. RUCTION STAKES: IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT AND PRESERVE THE RUCTION STAKES AND TO VERIFY THEIR CORRECTNESS PRIOR TO LAYING PIPE OR RUCTING 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. REQUIREMENTS OF 1AA. EXISTING SIGNS: THE CONTRACTOR SHALL MAINTAIN ALL EXISTING WARNING, REGULATORY AND/OR GUIDE SIGNS DURING RUCTION IN ACCORDANCE WITH APPLICABLE MDOT SPECIFICATIONS TO BE PAID FOR AS PART OF "MINOR TRAF DEVICES." ANY TEMPORARY REMOVAL AND/OR RELOCATION DUE TO THE PROPOSED WORK SHALL BE PERFORMED WITHOUT DAMAGE TO THE SIGNS, SIGN COMPONENTS, OR POSTS DURING ALL PHASES OF RUCTION. RESTORATION OF WORK AREA: ALL ITEMS NOT WITHIN THE RIGHT-OF-WAY, INCLUDING, BUT NOT LIMITED TO, FENCING, POSTS, POLES, SHRUBS, SIGNS, MAILBOXES, 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. 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 THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS ( WORKING DAYS) NOTICE EROSION AND SEDIMENTATION CONTROL AS ESTABLISHED BY JURISDICTIONAL 7/13/018 W:\Projects\Projects A-E\BEDT0095\CAD\BEDT0095_GN01.dgn TO THE OWNER'S ENGINEER FOR THE PLACEMENT OF RUCTION 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: RUCTION 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. AUTHORITIES. SANITARY SEWER:THE SANITARY SEWER WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT MONROE COUNTY DRAIN COMMISSION STANDARDS. GENERAL NOTES AND QUANTITIES 8

3 MSG LEGEND TRAFFIC CONTROL DEVICE SUMMARY QUANTITY (EA) CHANNELIZING DEVICE, 4 INCH, FURN 40 CHANNELIZING DEVICE, 4 INCH, OPER 40 BARRICADE, TYPE III, HIGH INTENSITY, FURN BARRICADE, TYPE III, HIGH INTENSITY, OPER STANDARD LEGEND SIGN QUANTITY SUMMARY SIZE PAID # SIGN (INCHES) QUANTITY 1 G0- END ROAD WORK 4 x 48 W0-1 ROAD WORK AHEAD 48 x W0-4 ONE LAND ROAD AHEAD 48 x 48 4 W0-7a FLAGGER 48 x 48 BARRICADE, TYPE III, TEMP SIGN, TYPE B, TEMP SUMMERFIELD ROAD GRAPHIC SCALE 0' 75' 150' 300' 1771 NORTH DIXIE HIGHWAY 1 7/13/018 BAB FINAL PLANS PROJECT DATE: 1/04/018 KHW 5 W3-4 BE PREPARED TO STOP 48 x 48 6 R11-4 ROAD CLOSED TO THRU TRAFFIC 60x30 FAIRWOOD DR. END ROAD WORK ROAD WORK AHEAD ONE LANE ROAD AHEAD PHASE 3 SHADYWOODDR. 3 4 G0- W W0-4 SHADYWOOD 4 W0-7a ROAD CLOSED TO THRU TRAFFIC 6 W1-5b BE PREPARED TO STOP 5 W3-4 MONROE ROAD DEEPWOOD DR. CIRCLE DEEPWOODDR. SPRINGDALEDR. PHASE 6 PHASE SECOR ROAD /13/018 W:\Projects\Projects A-E\BEDT0095\CAD\springbrook exhibit.dgn PHASE 1 - MILL & RESURFACE WITH 3 1/" HMA AND INTERSECTION WIDENING AT SECOR ROAD PHASE - ASPHALT SPOT REPAIRS, AND ULTRA-THIN OVERLAY PHASE 3 - ISOLATED DRAINAGE STRUCTURE REPAIR & CURB REPLACEMENT PHASE MAP AND TRAFFIC CONTROL PLAN 3 8

4 0' LIMITS OF HMA, SURFACE, REM AND AGGREGATE BASE, CONDITIONING 10' 10' EX. HMA SURFACE EST. THICKNESS INCHES VARIES VARIES UNKNOWN THICKNESS 1771 NORTH DIXIE HIGHWAY 1 7/13/018 BAB FINAL PLANS PROJECT DATE: 1/04/018 KHW EXISTING TYPICAL SECTION - PHASE 1 STA TO STA () 10' 10' HMA-L HMA-T VARIES * VARIES * AGGREGATE BASE, CONDITIONING PROPOSED TYPICAL SECTION - PHASE 1 STA TO STA () * AS DIRECTED BY THE ENGINEER 7/13/018 W:\Projects\Projects A-E\BEDT0095\CAD\BEDT0095_TY01.dgn HMA APPLICATION ESTIMATE IDENT. RATE PERFORMANCE ITEM THICKNESS NO. PER SYD GRADE HMA, ULTRA-THIN, LOW HMA-T 1.0 INCH 110 LBS PG 58-8 VOLUME HMA-L HMA, 13A.5 INCHES 75 LBS PG 58-8 BOND COAT GAL HMA-R HMA, 13A 3.0 TO 3.5 INCHES 330 TO 385 LBS PG 58-8 COMMENTS TOP COURSE - AWI = 0 MIN (TARGET AIR VOIDS = 4.5%) LEVELING COURSE (TARGET AIR VOIDS = 3%) BETWEEN LEVELING AND TOP COURSES FOR SPOT REPAIR AREAS (TARGET AIR VOIDS = 3%) TYPICAL SECTIONS PHASE 1 4 8

5 EX. HMA SURFACE 3.0 TO 3.5 INCHES HMA SURFACE, REM EXISTING TYPICAL SECTION - PHASE AREAS OF REPAIR INDICATED ON PLANS 1771 NORTH DIXIE HIGHWAY 1 7/13/018 BAB FINAL PLANS PROJECT DATE: 1/04/018 KHW EX. HMA SURFACE 3.0 TO 3.5 INCHES HMA REPAIR AREAS (AS INDICATED ON PLANS) PAID AS HMA-R. TYPICAL HMA REPAIR SECTION - PHASE AREAS OF REPAIR INDICATED ON PLANS EX. HMA SURFACE 3.0 TO 3.5 INCHES HMA-T PROPOSED TYPICAL SECTION - PHASE 7/13/018 W:\Projects\Projects A-E\BEDT0095\CAD\BEDT0095_TY0.dgn STA TO STA (DEEPWOOD DRIVE) STA TO STA () STA 60+7 TO STA () STA TO STA 17+8 (SHADYWOOD DRIVE) TYPICAL SECTIONS PHASE 5 8

6 SHADYWOOD DR SPRINGDALE SHADYWOOD DRIVE STA SPRINGDALE 146 SYD COLD MILLING HMA SURFACE 1 TON HMA, ULTRA-THIN, LOW VOLUME SPRINGDALE 618 SPRINGDALE DR. 619 INSTALL HMA SPILLWAY AROUND EX. CATCH BASIN PAID AS "HAND PATCHING" SECOR 45 FT EDGE TRIMMING 4 CYD EXCAVATION, EARTH 8 TON HAND PATCHING VARIABLE WIDTH WIDENING ' TO 5' 60 ' STA FT EDGE TRIMMING 5' 61 SECOR ROAD MSG STA SYD COLD MILLING HMA SURFACE 1771 NORTH DIXIE HIGHWAY 1 7/13/018 BAB FINAL PLANS PROJECT DATE: 1/04/018 KHW SHADYWOOD DRIVE STA SYD HMA SURFACE, REM 1390 SYD AGGREGATE BASE, CONDITIONING 195 TON HMA, 13A 96 TON HMA, ULTRA-THIN, LOW VOLUME 4 CYD EXCAVATION, EARTH 8 TON HAND PATCHING 5' 1 TON HMA, ULTRA-THIN, LOW VOLUME STA SPRINGDALE SECOR TRANSITION MILLING DEPTH FROM 0" TO 1". 5' 5' DEEPWOOD DR. STA = SHADYWOOD DRIVE STA = DEEPWOOD DRIVE STA DEEPWOOD DRIVE STA DEEPWOOD 7/13/018 W:\Projects\Projects A-E\BEDT0095\CAD\BEDT0095_SP0.dgn 100 SYD COLD MILLING HMA SURFACE DEEPWOOD 515 NOTES: FOR VARIABLE WIDTH WIDENING EXCAVATE TO 6" DEPTH AND PLACE 6" OF HMA, 13A (PAID FOR AS HAND PATCHING). FULL DEPTH SAW CUT ALONG EX. EDGE OF PAVEMENT TO BE PAID FOR AS EDGE TRIMMING. QUANTITIES THIS SHEET: 1,390 SYD AGGREGATE BASE, CONDITIONING 376 SYD COLD MILLING HMA SURFACE 1,390 SYD HMA SURFACE, REM 195 TON HMA, 13A 10 TON HMA, ULTRA-THIN, LOW VOLUME 8 CYD EXCAVATION, EARTH 16 TON HAND PATCHING 90 FT EDGE TRIMMING COLD MILLING HMA SURFACE HMA-T, 1.0 INCH HMA SURFACE, REM AGGREGATE BASE, CONDITIONING HMA-T, 1.0 INCHES HMA-L,.5 INCHES GRAPHIC SCALE 0' 5' 50' PHASE 1 RUCTION PLAN 6 8

7 SPRINGDALE SPRINGDALE SPRINGDALE SPRINGDALE 183 TON HMA, ULTRA-THIN, LOW VOLUME SPRINGDALE SPRINGDALE SPRINGDALE SPRINGDALE SPRINGDALE SPRINGDALE SPRINGDALE SPRINGDALE 16 SHADYWOOD DR SPRINGDALE MSG 1 7/13/018 BAB FINAL PLANS SPRINGDALE SPRINGDALE STA DEEPWOOD DRIVE STA NORTH DIXIE HIGHWAY 1/04/018 PROJECT DATE: BEDT0095 PROJECT NO.: KHW SLB CHECKED BY: SPRINGDALE SPRINGDALE SPRINGDALEDR DEEPWOOD SPRINGDALE SPRINGDALE SPRINGDALE SPRINGDALE SPRINGDALE SPRINGDALE SPRINGDALE SPRINGDALE DEEPWOOD DEEPWOOD 67 SYD HMA SURFACE, REM 13 TON HMA, 13A SPRINGDALE SPRINGDALE SPRINGDALE DEEPWOOD SPRINGDALE STA DEEPWOOD DRIVE STA = DEEPWOOD DRIVE STA = STA SYD HMA SURFACE, REM 74 TON HMA, 13A DEEPWOOD DEEPWOOD DEEPWOOD DEEPWOOD DEEPWOOD VOLUME DEEPWOOD 167 TON HMA, ULTRA-THIN, LOW SYD HMA SURFACE, REM 6 TON HMA, 13A DEEPWOOD 3405 DEEPWOOD DEEPWOOD 40 SYD HMA SURFACE, REM DEEPWOODDR 8 TON HMA, 13A DEEPWOOD DEEPWOOD DEEPWOOD DEEPWOOD 137 SYD HMA SURFACE, REM 7 TON HMA, 13A DEEPWOOD DEEPWOOD 50 SYD HMA SURFACE, REM 10 TON HMA, 13A DEEPWOOD DEEPWOOD 36 SYD HMA SURFACE, REM 7 TON HMA, 13A DEEPWOOD DEEPWOOD 56 SYD HMA SURFACE, 510 REM 11 TON HMA, 13A DEEPWOOD DEEPWOOD DEEPWOOD DEEPWOOD 7/13/018 W:\Projects\Projects A-E\BEDT0095\CAD\BEDT0095_SP01.dgn QUANTITIES THIS SHEET: 130 TON 795 SYD 350 TON 1 EA HMA, 13A HMA SURFACE, REM HMA, ULTRA-THIN, LOW VOLUME SANITARY STRUCTURE COVER, ADJ, RISER RING HMA SURFACE, REM HMA-R 0' HMA, ULTRA-THIN, MEDIUM VOLUME, 1.0 INCH GRAPHIC SCALE 5' 50' 100' PHASE RUCTION PLAN 7 8

8 FAIRWOOD DR SHADYWOODDRIVE MSG GRAPHIC SCALE 0' 40' 80' 160' 1771 NORTH DIXIE HIGHWAY 1 7/13/018 BAB FINAL PLANS PROJECT DATE: 1/04/018 KHW SHADYWOOD CIRCLE 109 FT DR STRUCTURE RE, CASE 1 QUANTITIES THIS SHEET: '-6" FT FT CURB AND GUTTER, REM CURB & GUTTER, CONC, MONROE ROAD FT DR STRUCTURE RE, CASE /13/018 W:\Projects\Projects A-E\BEDT0095\CAD\BEDT0095_SP03.dgn FT DR STRUCTURE RE, CASE " 5" 1'-5 1/" 1'-1/" DEEPWOOD DR. Not To Scale NOTES: 10" R. 5" R. 3" 3" 1/4"/FT. 1/4" 1/"/Ft. 4" EPOXY COATED LANE TIE AND REINFORCING STEEL (TYPICAL) CURB & GUTTER, CONCRETE, TOOLED RUCTION JOINTS " INSTALL EXPANSION JOINTS AT BOTH SIDES OF CURB INLETS. UNLESS OTHERWISE NOTED ONE-HALF OF CURB REMOVAL AND REPLACEMENT WILL OCCUR ON EACH SIDE OF CATCH BASIN. LANE TIE, EPOXY ANCHORED ARE TO BE N0. 4 EPOXY COATED DEFORMED BAR, 18 INCHES IN LENGTH WITH A MINIMUM 9 INCH EMBEDMENT. 3 1/4" 3 1/" 6 FT DR STRUCTURE, RE, CASE 1 NOTE: 1. REMOVE AND REPLACE 8 FT OF MOUNTABLE CURB AND GUTTER, PER DETAIL, IN CONJUNCTION WITH CATCH BASIN REPAIR AS NOTED.. ALL RESTORATION IN CURB REMOVAL AND REPLACEMENT AREAS SHALL BE INCLUDED IN THE COST OF OTHER ITEMS. THIS SHALL INCLUDE HMA PATCHING OF ANY DAMAGED PAVEMENT, SAWCUT TO NEAT LINES, AND TOPSOIL, SEEDING AND MULCHING OF ANY DISTURBED LAWN AREAS. PHASE 3 RUCTION PLAN 8 8