Weatherbee, Stepdhanie

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University of New HampshireUniversity of New Hampshire Scholars' RepositoryDivision 32 – Exterior Improvements Chapter 5 – Technical Construction andRenovation Standards2-26-2013321400 - C - Attachment B - Sidewalk DetailICPI-17Sandra Hickeysandra.hickey@unh.eduFollow this and additional works at: https://scholars.unh.edu/pdch_5_32This Article is brought to you for free and open access by the Chapter 5 – Technical Construction and Renovation Standards at University of NewHampshire Scholars' Repository. It has been accepted for inclusion in Division 32 – Exterior Improvements by an authorized administrator ofUniversity of New Hampshire Scholars' Repository. For more information, please contact nicole.hentz@unh.edu.Recommended CitationHickey, Sandra, "321400 - C - Attachment B - Sidewalk Detail ICPI-17" (2013). Division 32 – Exterior Improvements. 10.https://scholars.unh.edu/pdch_5_32/10GRAVEL.  LOCATE AT LOWEST ELEVATIONSBASE MATERIALS, SUBGRADE SOIL AND BASE COMPACTION.(150 MM X 300 MM) CONCRETE CURBSET 1/4" (7 MM) BELOW TOP OF PAVERSAND CONTROL JOINTS @ 15'-0" (5 M) O.C.1" (25 MM) BEDDING SAND3" (75 MM) MIN. THICKNESS FOR ASPHALTEXISTING CONCRETE OR ASPHALT2. CONSULT ICPI TECH SPEC 2 FOR GUIDELINES ON SPECIFICATIONS FOR1.COLDER CLIMATES MAY REQUIRE THICKER BASES.THICKNESS OF BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE.NOTES:BASE - TURN UP AT SIDES.GEOTEXTILE OVER CONCRETE/ASPHALT4" (100 MM) MIN. THICKNESS FOR CONCRETECONCRETE/ASPHALT BASE SIDEWALK/PLAZA OVERLAY ON ICPI-17COMPACTED SOIL SUBGRADECONCRETE PAVERS2 3/8" (60 MM) MIN THICKNESSMIN 6" WIDE X 12" DEEP F.S.DRAWING NO.SCALE2" (50 MM) DIA. DRAIN HOLE. FILL WITH PEA

321400 - C - Attachment B -  Sidewalk Detail ICPI-17

https://scholars.unh.edu/cgi/viewcontent.cgi?article=1009&context=pdch_5_32

321400 - C - Attachment B - Sidewalk Detail ICPI-17

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