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EASEMENT
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8.5'
EX CONCRETE CURB &
SIDEWALK (SITYCREEK)
21'
0.5'
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 IAKA BECLAN PLACE) -MINOR AMENDMENT
A PORTION OF THE NW 1/4 OF THE NE 1/40F SEC. 15, TWP. 23N., RGE. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
NEW 42' PUBLIC ROW
21' 10' PRIVATE
UTILITY
32' PAVEMENT EASEMENT
16' 5'
3
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I 0.5' 4.5' 2'
I
2% '~-
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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
5' 16' 12'
EXISTING PAVEMENT SECTION
(SITYCREEK)
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)
NOTE:
1) FOR SIDEWALK, SEE STANDARD PLAN SU-04
2) FOR CURB & GUTTER, SEE STANDARD PLAN SU-03
NE 2ND STEET TYPICAL
SECTION [VIEW WEST]
NOT TO SCALE
4'
5'
oe
W
W 0.5'
r�
2.0%
8.5'
—4" THICK CEMENT
CONCRETE SIDEWALK
2'
30' FUTURE ROW EX. 30' PUBLIC ROW
I
C) CENTERLINE OF FUTURE 60' ROW
z N 20'
ui
W EXISTING GROUND NATIVE CONDITION
LL
CL PROFILE GRADE
10' PRIVATE
UTILITY EASEMENT
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" CEMENT CONCRETE
VERTICAL CURB
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
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EX CONCRETE
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I2.0%
2:1MAX SLOPE O°�° 0 •°
,!1
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
t5'
30'
EX PLANTER STRIP
t 7'
f2.0%
—i
EX PAVEMENT SECTION
±20'
EX, 60' PUBLIC ROW
5' �12'
2.5'
10' PRIVATE
4" THICK CEMENT
CONCRETE SIDEWALK
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0 0 0
CEMENT CONCRETE
VERTICAL CURB
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
30' 10' PRIVATE
CENTERLINE OF ROW VARIES t4'-16' UTILITY
o EASEMENT
VARIES f2'-14' 7' 5'
1' 0.5' z
PAINTED w 4" THICK CEMENT
CONCRETE SIDEWALK
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3 2 0%
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PLANTER STRIP
1' CEMENT CONCRETE
VERTICAL CURB
NOTE: 4" COMPACTED DEPTH, CL 'B' ASPHALT PAVEMENT
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
J E R I C H O AVE NE TYPICAL SECTION 12" GRAVEL BASE, "B" MAY BE REQUIRED DEPENDING
ON SOILS CONDITION
[VIEW SOUTH] COMPACTED SUBGRADE, FREE OF FINE-GRAINED OR ORGANIC SOILS
NOT TO SCALE " N. sC�
of wash,
tASCHWEHCL &
JF,AASSOCIATES, PILL
CL PROFILE GRADE
0.5' AND PIVOT POINT
t2.0%
ry.
4 6� f66
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
NO. I REVISION
f
+�3222 CIM & PRMCT RANAQ T
`SIONAL ' 1945 S. 375TH STREET Bus(25J) 226-4508
FEDERAL WAY, WA 90003 bsLhwekf@Mciv#.net
03•0[ • /3
CITY OF RENTON
CALL 48 HOURS DEPARTMENT OF PUBLIC WORKS
BEFORE YOU DIG BECLAN (AKA BECLAN PLACE)
1-800-424-5555 ROAD SECTIONS
)FSIGNED: BAS DATE: 03/01/13 FILE NAME: 12183-C14
TAS
CF 'is SCALE: AS SHOWN FIELD BOOK: PAGE:
BY APPR, DATE APPROVED: SHEET: C-14 OF: 25
DIRECTOR OF PUBLIC WORKS
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