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STATEMENT OF ESTIMATED QUANTITIES CSAH 17 <br /> NOTES ITEM NO. ITEM DESCRIPTION UNITS QTY TYPICAL SURFACING SECTION <br /> STA 0+00 TO STA 37+90 <br /> 2021.501 MOBILIZATION LUMP SUM 1 <br /> 1 2104.503 REMOVE GUTTER LIN FT 490 <br /> INPLACE PROPOSED <br /> 2104.518 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ FT 36 <br /> 2 2118.609 AGGREGATE SURFACING SPECIAL TON 441 i Z� �2� �2 z i <br /> o DRIVING LANE DRIVING LANE o BLEND AGGREGATE <br /> 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 1533 �sHou�oeR ro iNs�oPe <br /> � 0.02'/FT.--� � <br /> 2357.6Q6 BITUMINOUS MATERIAL FOR SHOULDER TACK GALLON 421 <br /> 3 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE 2 B TON 1,229 O� <br /> 4 2360.509 TYPE SP 9.5 NON WEARING COURSE MIXTURE 2,B TON 886 <br /> 5 2535.603 BITUMINOUS GUTTER LIN FT 480 2 5"2i�8 AGGREGATE SURFACING <br /> 4-6"2221 AGG SHLDR.CLASS 5 SPECIAL(RAP) <br /> 6 2535.603 BITUMINOUS FLUME LW FT 20 t5"236o TYPE SP 9.5 wEnRING COURse Mix(2,i <br /> 2540.602 MAILBOX SUPPORT EACH 11 1.5"2340 BITUMINOUS WEAR SPWEA230B(28'WIDE) <br /> 2563.601 TRAFFIC CONTROL LUMP SUM 1 �5"z3ao BiTUMiNous anse z3s�airuMiNous TncK conT <br /> 7 2575.504 TURF RE WFORCEMENT MAT CATEGORY 1 SQ YD 7 i s"zssi eiTUMiNous weAR 1"2360 TYPE SP 9.5 NON VVEAR COURSE MIX(2,8) <br /> 8 2580.603 INTERIM PAVEMENT MARKINGS LIN FT 7580 �5^23zi eiTUMwous BAse SPNWnz3oe(za'v�nDE�EVELING) <br /> 8,9 2582.502 4°SOLID LINE PAINT LIN FT 7700 4"2211 AGG BASE,CIASS 5 2357 BITUMINOUS TACK COAT <br /> 810 2582.502 4"DBLE SOLID LINE PAINT LIN FT 3790 <br /> QUANTITY NOTES: iOTYPICAL SAFETY EDGE <br /> 1. PROVIDED TO REMOVE EXISTING BITUMINOUS GUTTER AND FLUME FROM STATION 17+00 RT.TO 21+80 RT. EDGE OF PAVEMENT\ �VAR.� <br /> 2. INCLUDES t00 TONS FOR ENTRANCES. � <br /> 3. WCLUDES 136 TONS FOR 1 TURN LANE,2 81TUMINOUS APPROACHES AND 3 BITUMINOUS ENTRANCES. \, <br /> 4. WCLUDES 38 TONS FOR TURN LANE. <br /> 5. PROVIDED FOR BITUMINOUS GUTTER CONSTRUCTION FROM STATION 17+00 RT.TO 21+80 RT. 3p� <br /> 6. PROVIDED FOR 2 BITUMINOUS GUTTER RUN OUT LOCATIONS,TO BE ESTABLISHED IN THE FIELD. VAR. <br /> 7. PLACE AT END OF BITUMINOUS FWMES.70PSOIL,SEED,AND PERTILIZER IS INCIDENTAL TO ITEM. <br /> 8. EXACT LOCATIONS TO BE ESTABLISHED IN THE FIELD. <br /> 9. WHITE PAINT <br /> 10. YELLOW PAWT <br /> 3' <br /> CONSTRUCTION NOTES: <br /> 1. THIS PROJECT CONTAWS 2 BITUMINOUS APPROACHES,1 TURN LANE,3 BITUMINOUS 2'GUTTER WIDTH <br /> ENTRANCES AND 11 GRAVEL ENTRANCES. � OR APPROVED EQUAL <br /> 2. COMPACTION OF AGGREGATE BASE SHALL BE BV THE QUALITY COMPACTION METHOD. w <br /> wLL <br /> 3. COMPACTION OF BITUMINOUS SURFACING SHALL BE BY THE MAXIMUM DENSITY BITUMINOUS FWME °� <br /> METHOD. 1.5'INVERT DEP7H �� <br /> 0 <br /> 4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE ROADWAV UNDER TRAFFIC x w <br /> AND SHALL PROVI�E A DRIVABLE SURFACE ACCEPTABLE TO THE ENGINEER AT ALL � <br /> TIMES. �� <br /> w <br /> 5. CONTRACTOR SHALL USE AN EDGE MILL TO NOTCH ALL EXISTING BITUMINOUS BITUMINOUS GUTTER � BITUMINOUS ROADWAY <br /> �F <br /> PAVEMENT TO TIE INTO NEW BITUMINOUS SURFACWG.THIS WORK IS CONSIDERED w <br /> WCIDENTAL. � <br /> BASIS FOR PLAN QUANTITY <br /> 2360TVPESP9.SWEARINGCOURSEMIXTURE2,B-MAWLINE BITUMINOUS FLUME DETAIL <br /> COMPACTED DENSITY 115 LBS/SQ YD/INCH-MAXIMUM DENSITV BITUMINOUS GUTTER DETAIL <br /> 26.83 TONS PER STA-28'WIDTH-1.5'DEPTH-RURAL 'TO BE PAVED WITH FINAL LIFT OF ROADWAY PAVEMENT <br /> 30.00 TONS PER PUBLIC APPROACH <br /> 10.00 TONS PER ENTRANCE <br /> 2360 TYPE SP 9.5 NON WEARING COURSE MIXTURE 2B-LEVELMG <br /> COMPACTED OENSITV 115 L8SlSQ YD/INCH-ORDINARY COMPAC710N STANDARD PLATES <br /> 22.36 TONS PER STA-28'WIDTH-1.0"DEPTH-RURAL THE FOLLOWING STANDARD PLATES,APPROVED BY THE FHWA,SHALL APPLY ON THE PROJECT. <br /> 2118 AGGREGATE SURFACING SPECIAL(RAP) <br /> COMPACTED DENSIN 135 LBS/CU/FT-�UALIN COMPACTION PLATE NO. DESCRIPTION <br /> 5.63 TONS PER STA-1'WIDTH-4"DEPTH <br /> 10.00 TONS PER ENTRANCE <br /> zss�eirunniNousrncK-css-ir+ 80001 CHANNELIZERS <br /> 0.05 GALLONS/S�YO NEW HMA SURFACE 'THE EXACT�OCATION OF UNDERGROUND UTILITIES ARE UNKNOWN.THE CONTRACTOR SHALL 9��� APPROACHES AND ENTRANCES <br /> 0.08 GALLONS/5�YD AGED HMA SURFACE COMACT GOPHER STATE ONE CALL A MINIMUM OF 48 HOURS BEFORE BEGINNING EXCAVATION. <br /> 025 GAILONS/S�VO SHOULDER TACK 9350A MAIL80X SUPPORT(SWING-AWAY TYPE) <br /> EST QUANTITIES/TYPICAL SECTIONS �E���E�G��EE�1HEREBYCEflT1YTHp"�SP`��`�pgPREPpRE�eY STATE AID PROJECT 018-617-003(CSAH 17) <br /> ME Oft UNOER MY OIHECT SUPERNSION FNO THNT I PM N�IILY LICENSED �:mvmxc, <br /> WS OF TNE STPTE OF MINNESOTP� LICENSE xUM9ER 26696 OPTE REVISION <br />