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8 STANDARD CURB INLET
3
8 CURB CHASE 6"18"6"6"6"6"
(TYP)
NOTE:
1. P.C.C. TO BE 4,000 PSI @ 28DAYS. CONCRETE TO BE PLACED
UPON APPROVED COMPACTED SUB GRADE AND BASE ROCK.
2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS
AND SHALL EXTEND A MINIMUM OF 50% THROUGH THE
CONCRETE.
LANDSCAPED
AREA
6" COMPACTED
BASE ROCK
COMPACTED
SUB-GRADE
TOP OF CURB
2
8 CONCRETE SIDEWALK
1/4"
4"
TOOLED CONTROL JOINT DETAIL
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
PCR
PCR
EWR
7/25/2024
SHEET
8NO.DATEREVISIONPREPARED BYBYDETAILSFORMESCENT ARCHITECTSBOZEMAN, MTBUFFALO RESTORATIONENGINEERINGPROJECT NO. 2023507 895 TECHNOLOGY BLVD., SUITE 203BOZEMAN, MT 59718(406) 624-3910www.wwcengineering.com