HomeMy WebLinkAboutD-29521D1
4' -0"
QUARRY SPALLS
8 INCH
S =2H:1 V
SEE NOTE 1
tEND CRETE/
TOP OF DITCH Off.
4' -0" 6' -6"
1' -0" I
OF DITCH
1 FACE OF CURB
4 TYP
QUARRY SPALLS
S =2H:1V 8 INCH
0
I
i�
_J
y l
TOP OF DITCH
MATCH EXISTING
Q CTA �1C.` -On l
I —U
V -8"
J_ L
GUTTER WALL
1
A
PLAN- ROADWAY DITCH
SCALE: NOT TO SCALE
I
G1
mi
'i
NOTE:
1. EXTEND SLOPE TO
MATCH EXISTING
TOP OF DI
BOTTOM OF DI
BEVELED END PER
WSDOT STD PLAN
2 B- 70.20 -00. 6' -6"
11 TYP ° z FACE OF CURB
GV �
MATCH EXISTING 1L 1' -0 „� c _ 11� I l l l i � i l l 11 � l l l 11 ll11 lll'�ili- llll 111
A SECTION - ROADWAY DITCH
SCALE: NOT TO SCALE
6° MIN — I J l,: t-
U Ql �� 8 INCH UNDERDRAIN PIPE
IS SOLID PAST WHERE QUARRY SPALLS -8 INCH
tr UNDERDRAIN IS NOT
6 INCH UNDERDRAIN PIPE - REQUIRED CS
IS SOLID PAST WHERE o z_
UNDERDRAIN IS NOT i
REQUIRED QUARRY SPALLS -8 INCH
B SECTION- ROADWAY DITCH C SECTION - ROADWAY DITCH
tv:34-21-4691-800-424-5555 — SCALE: NOT TO SCALE — SCALE. NOT TO SCALE
KC MAP NO. 316-12
ADDENDUM NO. 1 NAS 02/12/D8 ,� CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE "3/21 /08
33301 9TH AVENUE SOUTH ,@, °”" °`"°'°"J'°°'
CALL 48 HOURS O 1 ' FEDERAL WAY, WASHINGTON _ NAS RENTON RECONSTRUCTION ;,
BEFORE YOU DIG BERGER/ABAM 98003 - 2600 °" ARM P ing /Building /Public Works Dept. SE 107TH PLACE TO-NEWCASTLE CITY LIMITS ,a.„„�
E X,x I N E E fl L 1 x c. VOICE: (206131 -2300 0�5G DATUM pproved Far Constructio
_ DRAINAGE DETAILS SD25
.. E%PXtES 1NE4.2W9 King County `'u "�'• FAX: (206 }31 -2250 NO. REVISION BY DATE APPR 'T"`'�C0"°""' 3 SHEET8 " 94' jg3
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