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8.5'
4" THICK CEMENT CONCETE
SIDEWALK, 6" THICK AT
DRIVEWAYS (TYP)
NOTE:
1) FOR SIDEWALK, SEE STANDARD PLAN SU-04
2) FOR CURB & GUTTER, SEE STANDARD PLAN SU-03
BECLAN PLACE
A PORTION OF THE NW 1/40F THE
NE Y40F
SEC.
15, TWP, 23N., RGE. 5E., W.M.
CITY
OF
RENTON,
KING
COUNTY,
WASHINGTON
NEW 42' PUBLIC ROW
32' PAVEMENT
2% I 2%
21'
UTILITY
EASEMENT
16' 5'
0
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4.5' _ 2'
11
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4" COMPACTED DEPTH, CL 'B' ASPHALT PAVEMENT
1-1/2" MINIMUM COMPACTED DEPTH, 5/8" MINUS CRUSHED
SURFACING TOP COURSE
4-1/2" MINIMUM COMPACTED DEPTH, 1-1/2" MINUS CRUSHED
SURFACING BASE COURSE
12" GRAVEL BASE, "B" MAY BE REQUIRED DEPENDING
ON SOILS CONDITION
COMPACTED SUBGRADE, FREE OF FINE-GRAINED OR ORGANIC SOILS
NE 2ND PLACE TYPICAL SECTION
NOT TO SCALE
EX. 60' PUBLIC ROW
CENTERLINE OF ROW
12'
5' 16' I� 4'
5'
8.5'
30' FUTURE ROW EX. 30' PUBLIC ROW
2.5'
CD CENTERLINE OF FUTURE 60' ROW I 10' PRIVATE
Z 20' 5' UTILITY EASEMENT
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EXISTING GROUND NATIVE CONDITION Q
4" THICK CEMENT
CL PROFILE GRADE CONCRETE SIDEWALK
-- — AND PIVOT POINT �0.5' All
I
I ! 2.0%
2.0%
27,E
2:1 MAX SLOPE o c Yam^ S�o'0
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1'
CEMENT CONCRETE
VERTICAL CURB
10' PRIVATE
UTILITY EASEMENT
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1,
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. o o�o° £
EX CONCRETE CURB &
SIDEWALK (SITYCREEK) CEMENT CONCRETE
VERTICAL CURB
EXISTING PAVEMENT SECTION \
NOTE: � 4" COMPACTED DEPTH, CL 'B' ASPHALT PAVEMENT
(SITYCREEK) E
1) FOR SIDEWALK, SEE STANDARD PLAN SU-04 \ \ - 1-1/2" MINIMUM COMPACTED DEPTH, 5/8" MINUS CRUSHED
2) FOR CURB & GUTTER, SEE STANDARD PLAN SU-03 SURFACING TOP COURSE
4-1/2" MINIMUM COMPACTED DEPTH, 1-1/2" MINUS CRUSHED
SURFACING BASE COURSE
`— 12" GRAVEL BASE, "B" MAY BE REQUIRED DEPENDING
NE 2ND STEET TYPICAL ON SOILS CONDITION
SECTION [VIEW WEST] COMPACTED SUBGRADE, FREE OF FINE-GRAINED OR ORGANIC SOILS
NOT TO SCALE
VERTICAL DATUM:
CITY OF RENTON, NAVD 88
BENCHMARK
CITY OF RENTON BENCHMARK #2104. 1-- IP
W/PLUG & TACK DOWN 0.9' IN CASE LOCATED
AT THE INTERSECTION OF SE 136TH ST. AND
144TH AVENUE SE. ELEV.=399.340 FEET (121.719
METERS)
f5'
NOTE:
1) FOR SIDEWALK, SEE STANDARD PLAN SU-04
2) FOR CURB & GUTTER, SEE STANDARD PLAN SU-03
HOQUTAM AVE NE TYPICAL SECTION
[VIEW NORTH]
NOT TO SCALE
f 7'
f 20'
EX. 60' PUBLIC ROW
CENTERLINE OF ROW
VARIES f2'-14'
O I
Z cn
L¢ PAINTED y
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11.E w
W CL PROFILE GRADE I <
? MAX SCO/P£ 0.5 AND PIVOT POINT
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EX CONCRETE \
SIDEWALK
EX PLANTER STRIP
EX PAVEMENT SECTION
NOTE:
1) FOR SIDEWALK, SEE STANDARD PLAN SU-04
2) FOR CURB & GUTTER, SEE STANDARD PLAN SU-03
JERICHO AVE NE TYPICAL SECTION
[VIEW SOUTH]
NOT TO SCALE
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
'04' f
Date try
Date
Date
4" COMPACTED DEPTH, CL 'B' ASPHALT PAVEMENT
1-1/2" MINIMUM COMPACTED DEPTH, 5/8" MINUS CRUSHED
SURFACING TOP COURSE
4-1/2" MINIMUM COMPACTED DEPTH, 1-1/2" MINUS CRUSHED
SURFACING BASE COURSE
12" GRAVEL BASE, "B" MAY BE REQUIRED DEPENDING
ON SOILS CONDITION
z
w
COMPACTED SUBGRADE, FREE OF FINE-GRAINED OR ORGANIC SOILS
VARIES
f4'-16'
0.5'
1'
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2.0%
1 2.0%
I _Y
10' PRIVATE
UTILITY
C) EASEMENT
5
LLJ
4" THICK CEMENT
CONCRETE SIDEWALK
,
w
go77
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1' CEMENT CONCRETE
VERTICAL CURB
R-3�16�y
NO, I REVISION
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
BY I APPR. I DATE
4" COMPACTED DEPTH, CL 'B' ASPHALT PAVEMENT
1-1/2" MINIMUM COMPACTED DEPTH, 5/8" MINUS CRUSHED
SURFACING TOP COURSE
4-1/2" MINIMUM COMPACTED DEPTH, 1-1/2" MINUS CRUSHED
SURFACING BASE COURSE
12" GRAVEL BASE, "B" MAY BE REQUIRED DEPENDING
ON SOILS CONDITION
COMPACTED SUBGRADE, FREE OF FINE-GRAINED OR ORGANIC SOILS
JFAAmomm, Pijx
3i 2s CM QIANEEIlNlG A PROJECT IIANA�IT
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SIGNAL 705 SOUTH 9TH STREET Bus: (253) 272-4451
SUITE #303 For(253) 272-4495
TACOMA, WA 98405 bschweAYOm n.com
EXPIRES 09/20/08
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
ROAD SECTIONS
DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057-014
DRAWN: TAS
CHECKED: BAS SCALE: AS SHOWN FIELD BOOK: PAGE:
APPROVED: SHEET: C-14 OF: 23
DIRECTOR OF PUBLIC WORKS