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Cal 2 Working Days Before You Dig
UtFbee Underground 11Location Center
(ID,MT,ND,OR,WA)
42" MAX
24 MIN
1 -1 /2T i
D
STD 90' BRACKET OR 360' t
ADJUSTABLE BRACKET IF +1`-
REQUIRED.
PIPE CAP
2.. GALVANIZED
STEEL PIPE 8' -6' 2' MIN CLEARANCE
FROM FACE OF
CLEARANCE
10' MIN CLEARANCE
IF NO CURB.
CEMENT
1 -1/2' CONCRETE
CLASS B
3'
S
1-1/2' MINUS
CRUSHED
ROCK
GROUND MOUNTED STREET NAME SIGNS
*wi�-' ADOPTED
CITY OF RENICIN
STANDARD PLWS
M DATE: 04/04
DATE REVISION BY PPR DWG. NAME: GD13 SP PAGE G013
16'
ROADWAY
30' -42' 17'
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21
- .02 FT. /FT
3
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tii
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8 CRUSHED ROCK: J
0.5'
(P /2" MINUS \CRUSHED
SURFACING BASE COURSE)
NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M..
SADDLEBROOK DI V. II
CATCH BASIN & STORM
SEWERS (TYP.)
.02
4" COMPACTED DEPTH
CLASS B ASPHALT CONCRETE
TRACT "A"
NIS -'
D.R. STRONG
�/.
DRS, CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKLAND, WA 96033
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ame a GLOTEA
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(WE SM. PLAN F -J)
SECS. O
VMdR - AIRS - V.ES " 14 W.
T6 b 0 3 V 1. 0 (SEE ce,.x 1) OBIVENAY wSRA
E ]tCPF (T9
D J eumx sraw
y
sECnav O
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, &4
Sheet 6 OF e
t ADOPTED
CITY OF MI
STANDARD
.t0= LSf
DAM' 04/04
DATE REVISION BY APPR DWG. NAME: FOD4 -4 SP PAGE: F004.4
4' -0" MIN. 1 6' -0 "MIN,
LANDING RAMP 2' - 0"
2% < TOP
y
ROADWAY
CEMENT CONCRETE
SIDEWALK DEPRESSED
DETECTABLE WARNING CURB &GUTTER
PATTERN (SEE DETAIL) (SEE NOTE 3)
SECTION OA
6' -0" MIN.
TOP OF
2% d' ROADWAY
CEMENT CONCRETE
SIDEWALK CEMENT CONCRETE
CURB & GUTTER
SECTION OB (SEE NOTE 3)
10' - 0" MIN,
TOP OF
2% a ROADWAY
CEMENT CONCRETE
SIDEWALK CEMENT CONCRETE
CURB & GUTTER
SECTION CO (SEE NOTE 3)
SIDEWALK RAMP
TYPES IA, IB, 1C It ID
SHEET 2 of 3
p ADOPTED
CIIT
OF RBNTON
NTO ISl' DATE: 04 /0d
DATE REVISION BY PR DWG. NAME: F010 -i SP PAGE: FO10.1
35' R.O.W. HALF WIDTH
-IF EXISTING ROAD SECTION VARIES FROM DESIGN, CONTRACTOR TO MATCH EXISTING.
EAST HALF 156TH AVE SE<;�
NTS
R- 369015
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
MAJ 108.28.13 MN suM`oBD scar_ W.,,
"" "" ° "°° SADDLEBROOK DIV. II 08.08.13
1pgIZOM.LL: WO 19BJ /1991
DRrxED: AS NOTED �� >}
iIELNOOIC
Mw RENTON
°"" CNA ROAD DETAILS AND CROSS SECTIONS DMW° ND
� _oNE wcx
C.FCxED� AT FULL ac,R Planning/Building/Public Works Dept. c8
6 NOT OI E INC.
AAI "CC00N4LY REVISION APPR 8 714
LL se- 3G9"U'rs A— NNNNA�
30' -42' 17'
I
BE
VAR /f5
CIE
2 3
21
WSW
3
OL.�
A5
��I�
tii
�i
Cif i
eiW4
0.5'
w
6"
8' PLANTER 1 5' CEMENT
"
hl
MW
CONCRETE
SIDEWALK
i
.02 FT./FT
i
TP
i
.02 FT7FL ., ... .
wt
Ll
GRIND AND OVERLAY
CEMENT CONCRETE
OPE
PED MAX S
TO R.O.W CENTERLINE
CURB & GUTTER
Q 1� '
4" COMPACTED DEPTH
CLASS B ASPHALT CONCRETE-
8" CRUSHED ROCK:
(114" M /NUS \CRUSHED
CATCH BASIN &STORM
SURFACING BASE COURSE)'
SEWERS SEE PLAN
-IF EXISTING ROAD SECTION VARIES FROM DESIGN, CONTRACTOR TO MATCH EXISTING.
EAST HALF 156TH AVE SE<;�
NTS
R- 369015
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
MAJ 108.28.13 MN suM`oBD scar_ W.,,
"" "" ° "°° SADDLEBROOK DIV. II 08.08.13
1pgIZOM.LL: WO 19BJ /1991
DRrxED: AS NOTED �� >}
iIELNOOIC
Mw RENTON
°"" CNA ROAD DETAILS AND CROSS SECTIONS DMW° ND
� _oNE wcx
C.FCxED� AT FULL ac,R Planning/Building/Public Works Dept. c8
6 NOT OI E INC.
AAI "CC00N4LY REVISION APPR 8 714
LL se- 3G9"U'rs A— NNNNA�