HomeMy WebLinkAbout45&46-99 Z 338-99 Providence at Old Meridian - Construction Details - C119ASPHALT
1" SURFACE
011 OR *12
3" BASE 950
8" COUP. AGGR.
(SIZE No. 53)
12"
LINE STABIUZED
SUBGRADE
(OPTIONAL)
2500 psi CONCRETE
NI./
NI/
'L NI/ 7t
BOTTOM OF TRENCH
PIPE MATERIAL:
SHALL MEET GENERAL INDUSTRY STANDARD
FOR CLAY, CONCRETE, CORRUGATED METAL,
PLASTIC, OR APPROVED EQUAL, OPEN
JOINT OR PERFORATED.
',NI/
y
NI/ 'L \L ■L
MIN.
PIPE UNDERDRAIN
N.T.S.
TO BE US. WHEN CLEAR DISTANCE BETWEEN PIPES
IS 18" OR OR WHEN SPECIFIED BY THE ENGINEER.
CONCRETE CRADLE
#7 AGGFEGATE
6" 6"
6" UNDERDRAIN
PERSPECTIVE VIEW -EARTH CUT AWAY
8"
MIN. 3' WIDTH PER PLAN
3
11
TOPSOIL BACKFILL
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
1/4" PER FT.
TYPICAL STREET CROSS SECTION
TREADS c 2'-6" EA. (NUMBER VARIES)
•4 REBAR 0 12" 0.C.
EACH WAY
PROVIDE 4"
DRAINAGE FILL TYP.
V4" PER FT.
3
11
PAVEMENT SECTION
CONCRETE STAIR SECTION
N.T.S.
8" 1
i \�vv/VV/
i' /i �i\'\/-\/// i
i
REPLACE TOP 6" WITH TOPSOIL
"d Flow depth
"s swale slope
BROOM FINISH PERPENDICULAR
TO DIRECTION OF TRAVEL
TYP. ON ALL TREADS.
c
4 53
(\'h
s
5
Q)
O
cC/5
W d�'
"E
(LY
C
c Cd
O
�O
Y Z cc,
o M
co co
DATE: MARCH 08, 2000
SCALE: N/A
PROJECT NO. 111 -1150
SHEET NO.
C119
1150DET4> .DGN