HomeMy WebLinkAbout060-00 C119 Construction DetailsCONCRETE PLUG
FRONT VIEW
CONCRETE END SECTION
— 2,000 PSI CONCRETE
SIDE VIEW
END SECTION WITH ORIFICE
NO SCALE
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2500 psi CONCRETE
BOTTOM OF TRENCH
PERSPECTIVE VIEW -EARTH CUT AWAY
TO BE USED WHEN CLEAR DISTANCE BETWEEN PIPES
IS 18" OR LESS, OR WHEN SPECIFIED BY THE ENGINEER.
CONCRETE CRADLE
N.T.S.
TOPSOIL BACKFILL
MIN. X WIDTH PER PLAN
"d
REPLACE TOP 6" WITH TOPSOIL
SUBSURFACE DRAINAGE TILE REQUIRED IF CHANNEL SLOPE
IS BETWEEN 0.5% AND 1.0 %, AND OR LENGTH IS GREATER THAN 400 FEET
TYPICAL SWALE DETAIL
20' PRIVATE STREET
6' APPLIED CURB OR EDGE OF PARKING STALL —
V4" PER FT. V4" PER FT.
PAVEMENT SECTION
ASPHALT
1" SURFACE
•11 OR ►12
3" BASE 050
8" COMP. AGGR.
(SIZE No. 53)
12"
LIME STABILIZED
SUBGRADE
(OPTIONAL)
"d = Flow depth
"s — swale slope
TYPICAL STREET CROSS — SECTION
PIPE UNDERDRAIN
y
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6" UNDERDRAIN
1 8"
CONCRETE STAIR SECTION
- -- - -- - - -- N.T.S.
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TO DIRECTION OFRTRAVVELULAR
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DATE. MARCH 08, 2000
SCALE: N/A
PROJECT NO. 111 -1150
SHEET NO.
C119
L_ ___
1150DET4> .DGN