HomeMy WebLinkAboutSite Plan - 16 c610 general detailsC610REVISIONVERSATILE
CONSTRUCTION
GROUP, LLC.General Sitework DetailsDon Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 46033Pavement material and
thickness as directed by
Engineering
Existing pavement
saw cut straight
edge
Approved excavated material
in unpaved areas unless
otherwise directed
Backfill with #8 granular fill to a
minimum of 1'-0" above top of
pipe
Special backfill under
paved surfaces as
directed by Engineering
Department
Note: Under existing utilities, backfill with
#8 granular fill to centerline of
existing utility
TRENCH SCHEDULE
Undisturbed
Earth
TRENCH DETAIL FOR SEWER MAINS
Bed pipe using #8 granular fill compacted
in 6" layers to pipe centerline
Note:
"W" is the maximum width for rigid pipes
"U" is the minimum width for flexible pipes
"T" is the minimum granular bedding required below pipe City of Carmel Utilities
Standard Details
Date: January 2016 Scale:Not To Scale
Title:
Drawing:
Trench Detail &
Trench Schedule
CW 3 Page 31