HomeMy WebLinkAboutC2.0 Site details 10-27-17 1'
5' VAR I ES
SIDEWALK UOULLVARD
FINISH AS PER PLAN 4" CONC. SIDEWALK W/
6' CONWWF 6x6ROL JOINTS
-
CONTROL JOINTS @ 5-0" O.C.
2% SLOPE AND CONSTRUCTION JOINTS
PROPERTY @ 20'-0" we osM
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_______________________ ` / THEN DRAWING IS
SIDEWALK CONTRACTION JOINTS SPACED AT 5' INTERVALS - i j j / j i NOT To SCALE
4""OF 1 1/2"MINUS CRUSHED BASE COURSE MIN. DEPTH 1". \\\\� \\�\\\ 3" OF 1" MINUS GRANULAR FILL
12"MIN. OF 4"MINUS PITRUN GRAVEL SUB-BASE COURSE EXPANSION JOINTS TO BE PLACED AT 25' INTERVALS. COMPACTED SUBGRADE
EXPANSION JOINT MATERIAL SHALL BE�" THICK PRE-FORMED
COMPACTED SUBGRADE BITUMINOUS TREATED F81BERBOARD FILLER. -
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INTEGRAL CURB & GUTTER PER
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VARIABLE - 5% I�
SIDEWALK �7I
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6 OF 1 MINUS CRUSHED --_--___ SIDEWALK
BASE COURURSE 57
sl�EwnLK —� DATE:
5.23.2017
12" MIN. OF 4" MINUS PITRUN GRAVEL 0
74•• REVISION: DATE:
_ PROPERLY COMPACTED SUBGRADE WASHED ROCK, . 0 eensom— 027�01'
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FREE OF ALL ORGANICS & DEBRIS TMP °TYP. 7 DROP
SECTION A—A °
3 PARKING LOT ASPHALT PAVEMENT SECTION °
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5 ADA BUILDING ENTRY ACCESS DETAIL
Sheet No.
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