HomeMy WebLinkAbout021 - Civil Construction Detail 6&
ENGINEERS
PLANNERS
SURVEYORS
DESIGNER
DRAWN
CHECKED
PROJ. NO.
DATE
SURVEYED
DESCRIPTIONDATEREVISION SHEET
OF
8/23/23 07:28 KYLE.DRUYVESTEIN F:\7350 TIDAL WAVE AUTO SPA, NORTH 19TH, BOZEMAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\8 - CIVIL CONSTRUCTION DETAILS.DWG;2514
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DJ&A, P.C.
08/25/2023
7350
MR
KD
KD CIVIL CONSTRUCTION DETAILS
BOZEMAN, MT
TIDAL WAVE AUTO SPA
1 L-SHAPED CURB AND GUTTER
NO SCALE 2 ROLLED CURB AND GUTTER
NO SCALE
1.MINIMUM OF SIX (6") INCHES (COMPACTED DEPTH) OF CRUSHED
AGGREGATE BASE COURSE SHALL BE COMPACTED TO 95%
PROCTOR DENSITY PER THE PROJECT SPECIFICATIONS.
2.CONTRACTION JOINTS SHALL BE SPACED SO AS TO FORM AS
NEAR A SQUARE PANEL AS POSSIBLE, NO SINGLE PANEL SHALL
EXCEED IT'S WIDTH ON ANY SIDE.
3.CONTRACTION JOINTS SHALL BE A MINIMUM 1 INCH DEPTH.
4.EXPANSION JOINTS OF ONE-HALF (1/2") INCH THICK MASTIC
MATERIAL SHALL BE PLACED AT THE FOLLOWING LOCATIONS:
4.1.EVERY FIFTY (25') FEET OF UNINTERRUPTED SIDEWALK.
4.2.GRADE BREAKS.
4.3.ALONG BUILDING & SIDEWALK INTERFACE
5. FINISHED SIDEWALK SURFACE SHALL HAVE AN EXPOSED
AGGREGATE FINISH.
6. NO SIDEWALK SHALL BE POURED WITHOUT AN INSPECTION AND
APPROVAL OF FORM PLACEMENT BY THE CITY ENGINEER'S
OFFICE (406) 582-2280.
7. CONTRACTOR TO REFERENCE AND FOLLOW GEOTECH REPORT
COMPLETED ON OCTOBER 20, 2021.
SIDEWALK
PANELS SHALL
BE AS SQUARE
AS POSSIBLE
10'6"6x6 - W1.4xW1.4
WELDED WIRE FABRIC (WWF)
REINFORCING AT CONCRETE
MID-DEPTH
CONCRETE SIDEWALK
SUBGRADE (COMPACT
TOP 6" TO 95% OF
PROCTOR DENSITY
PER THE PROJECT
SPECS.
AGGREGATE BASE
COURSE (6"
COMPACTED DEPTH,
COMPACT TO 95% OF
PROCTOR DENSITY
PER THE PROJECT
SPECS.VARIESEXPANSION JOINT,
SEE NOTES
CONTRACTION JOINT,
SEE NOTES
3 TYPICAL SIDEWALK DETAIL
NO SCALE