HomeMy WebLinkAbout009 Sht C2.1 - Site Details Q
0
m
18" VARIES _18'
0
1-1/2" DIA. GALV. 16.5'
STEEL PIPE HANDRAIL
TYR. EA. SIDE OF STAIRS
14.25" 36' zO
36"
4"R ®ALL
CORNERS AND
BENDS TYR.
a O
_ z
VARIES
�p N T Aiyq
3/4"
CHRIS G.
CESK
VARIES o B10825
. 0825 PE
12° �
6" MIN. EMBED DRAWN BY: JMW
TYP.
REVIEWED BY: CGB
-- PROJECT ENGINEER:CGB
°o �;,�'��, DESIGNED BY:CGB
o o ao 0 0 000 12° 4" MIN CONC. STAIRS OVER
°o°o°o°o°o oo° 4" COMPACTED GRAVEL.
VARIES REINF. W/#4 BARDS ® 24"
°o°0000" O.C. EA. WAY
COMPACTED SUBGRADE
NOTES:
1. SEE SITE PLAN FOR ACTUAL NUMBER OF STEPS AND RISER HEIGHT
2. A HANDRAIL IS NEEDED WHENEVER THERE ARE 2 OR MORE 4"-7" STEPS WITHOUT b
A 5' LANDING BETWEEN THE STEPS.
1 DETAIL
CONCRETE STAIRS WITH HANDRAILS
N.T.S.
1-1/2" DIA. GALV.
STEEL PIPE HANDRAIL
TYP. EA. SIDE OF STAIRS AIL"
ll�L
4"R ® ALL
CORNERS AND —
BENDS TYP.
16.5"
L L
VARIES
I
36' M
lcn
h+i
RAMP MAX
h N
SLOPE = 1.12 ~ H N
a
pq
(� o �
-
- 4" MIN CONC. RAMP OVER
4" COMPACTED GRAVEL.
6" MIN. - �1
EMBED TYP. COMPACTED SUBGRADE00
�1
r SHEET
2 DETAIL C2.1
cis ADA CONCRETE RAMP WITH RAILING NTS TRUNORTH CENTER
DETAII S
o PROJECT-23-102RY a DATE:FEBRUA 2023