HomeMy WebLinkAboutCON-107-7VARIES
18' -0"
q
a VERTICAL
GRANITE 6" VERTICAL
CURB GRANITE
4" LOAM SEE DETAIL CURB
MIN.
SUPER ELEVATION SLOPE 3 /8 " /FT.
STA 0 +00 to 1 +0 - - -►
RET. WALL 12" GRAVEL
ON BOTH SIDES
10' -0" MIN. If
PROP. PROP. O
PROP. SEWER' WATER
DRAIN SERVICE
TYPICAL ROADWAY SECTIO
NOT TO SCALE
2 It
1 0
N
J
Q
RISER SECTION—
Z
FINISH
GRADE
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k"
AV.
O
RISER SECTIONS 1 "CLEAR 5 � RISER SECTION LOCUS:
MAY VARY x NOT TO
5' -0" COVER FROM V -4' OUTSIDE PIPE DIAMETER ° o DATE: SCALE o� "�
I 1 4 DIA. BUTYL RUBBER JOINT Hn
O A W T PLUS 2" CLEARANCE �t 5" MIN. 1 -3 BAR AROUND OPENINGS FOR
>- / —�� PIPES 18" DIA. AND OVER 1' COVER.
1 1/2" BIT. CONC. FINISH, TYPE 1 -1. Wgd Q °4� z x FLOORS OF STRUCTURE TO BE
2" BINDER BASE TYPE 1 -1. l r,o° O (� 0 {� Q O MIN. 0.12 SQ. IN. STEEL � i