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1 1/2" COMPACTED DEPTH TOP COURSE
4 1/2" BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS
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1 1/2" COMPACTED DEPTH TOP COURSE
4 1/2" BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS
11.8'f-12.9't
R/W DEDICATION
5' 8'
WALK PLANTER
2.0%
4" THICK CEMENT
CONCRETE SIDEWALK WITH
4" CRUSHED ROCK BASE
6 COMPACTED DEPTH HMA CLASS B ASPHALT
1 1/2" COMPACTED DEPTH TOP COURSE
4 1/2" BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS
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EX 18't PAVEMENT
ROAD SECTIONS
FOR
HARMONY RIDGE
A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
31'f-49'f EX R/W 1
_ EX 4'f EX 5't
PLANTER WALK
VARIES ------ I I I ---
FULL LANE WIDTH 2"
GRIND AND OVERLAY
116TH AVE SE
FRONTAGE ROADWAY SECTION
NOT TO SCALE (MINOR ARTERIAL) STA 36+57 TO 39+53
R AD
48't EX R/W
23.7't-25.2'f
EX R/W
22'
EX 15.7'f
Ga
VARIES VARIES�
FULL STREET WIDTH 2"
GRIND AND OVERLAY
116TH AVE SE
FRONTAGE ROADWAY SECTION
22.6'f-23.7'f
EX R/W
22'
NEW 6.3'f EX 15.7'f PAVEMENT EX 18'f PAVEMENT EX 4'f EX 5'f
PAVEMENT PLANTER WALK
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116TH AVE SE
FRONTAGE ROADWAY SECTION
ROAD 27.4'f EX R
I
EX 4'f 1 EX 5't
PLANTER T WALK
NOT TO SCALE (MINOR ARTERIAL) STA 40+48 TO 42+30
STA 43+15 TO 43+84
ROAD
33.5' R/W 27.4' f EX R/W
11'f 22.5'f
Z R/W DEDICATION EX R/W 22> w
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5' 6' NEW 6.3'f EX 15.7'f PAVEMENT EX 18'f PAVEMENT EX 4'f 1 EX 5't J
WALK PLANTER PAVEMENT PLANTER WALK
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CONCRETE SIDEWALK WITH — ll_III-
4" CRUSHED ROCK BASE 116TH AVE SE
SIDEWALK TO MATCH FF OF EXISTING BUILDING FRONTAGE ROADWAY SECTION
6" COMPACTED DEPTH HMA CLASS B ASPHALT
1 1/2" COMPACTED DEPTH TOP COURSE NOT TO SCALE (MINOR ARTERIAL) STA 42+30 TO 43+15
4 1/2" BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS 1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 9/26/25 TJS SURVEYED:
2 CITY REVIEW COMMENTS DATED 9/25/2025 ANG 1/5/25 TJS DESIGNED:
BENCHMARK DRAWN:RK
DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 RK
MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH CHECKED:
BJT
HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) N0. REVISION BY DATE APPR APPROVED:
NAD 83/ 11 NAVD 88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 TJS
26.5'
58'
WALK PLANTER
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6"-
2:1 MAX.
v 0
4" THICK CEMENT
CONCRETE SIDEWALK WITH
4" CRUSHED ROCK BASE
R/W
26.5'
20%
3'
6" COMPACTED DEPTH HMA CLASS B ASPHALT J
1 1/2" COMPACTED DEPTH TOP COURSE
4 1/2" BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS
ROAD A, ROAD B
RESIDENTIAL ROAD SECTION
NOT TO SCALE
6" COMPACTED
1 1/2" Cl
COMPACTED SUBGRADE, FREE OF FINL
ALLEY Z
RESIDENTIAL ROAD SECTION
R/W
NOT TO SCALE
ALIGNMENT
7.5' I 7.5'
6" COMPACTED DEPTH HMA CLASS B ASPHALT
1 1/2" COMPACTED DEPTH TOP COURSE
4 1/2" BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS
OFFSITE UTILITY ACCESS ROAD
NOT TO SCALE
8' 5'
PLANTER WALK
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R-436003
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
00
HBray 02/05/2026 0)
W Cy
CALL BEFORE YOU DIG: 0 N
1-800-424-5555 pC O
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SCALE: DATE:
N/A HORIZZOONnTAL NAD 1983/2011 ROAD SECTIONS 1/6/2026 z m
CITY OF
FIELDBOOK: O O
RENTON PAGE:
ONE INCH DATUM ® HARMONY RIDGE DRAWING N0:Lu
u HARMONY RIDGE
FULL SCALE Planning/Building/Public Works Dept. ICH IJO USA, CO., LTD IIr
IF NOT ONE INCH
SCALE ACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 S" T` 3 °F' 66 = pp