HomeMy WebLinkAboutR-433004SE 114 SEC TION 3, TO WNSHIP 23 N, RANGE 5 E, W.M.
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NO. 8709231
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REC. NO. 6261951 RENTON
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8' SIDEWALK
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8' PLANTER
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20' LANE o
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W IMINTYP. 2.009
2.009
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6" CRUSHED ROCK BASE j�\ '-1 i\
OR 4.5" ASPHALT TREATED j/\
BASE PER RMC 4-6-060
TI CAL CEMENT CONCRETE
CURB & GUTTER
4" HMA PER
CATCH BASIN & STORM
RMC 4-6-060
SEWERS (TYP.)
SITE VOLUME CALCULATIONS
CUT VOLUME FILL VOLUME NET VOLUME
(CU. YOS.) (CU. YDS.) (CU. YDS.)
15,523 16,778 1,255 IMPORT
(INCLUDES 4,102 CU.
YDS. OF VAUL T)
ALL VOLUMES ARE APPROXIMATE AND ARE PROVIDED FOR PERMITTING
PURPOSES AND REPRESENT FINISH GRADE TO EXISTING GRADE AS SHOWN.
CONTRACTOR SHALL RELY ON HIS/HER OWN ESTIMATES FOR DETERMINING
ACTUAL EARTHWORK QUANTITIES.
THE VOLUMES INCLUDE THE AREA FOR VAULT EXCAVATION. THE VOLUMES
DO NOT INCLUDE STRIPPING, EXPANSION/COMPACTION FACTOR OR ANY SOIL
TYPE RESTRICTIONS.
PA VEMEN T RES TORA T/ON NOTES
WITHIN CITY LIMITS, PAVEMENT RESTORATION SHALL BE PER C.O.R. STREET RESTORATION AND STREET
OVERLAY STANDARDS AND/OR AS FIELD SPECIFIED BY THE CITY INSPECTOR.
PAVEMENT RESTORATION FOR SEWER INSTALLATION WITHIN KING COUNTY LIMITS SHALL BE PER
APPROVED KING COUNTY RIGHT OF WAY PERMIT. A FULL WIDTH GRIND AND OVERLAY WAS ASSUMED TO
BE REQUIRED FOR ALL WORK DONE WITHIN KING COUNTY LIMITS AND IS SHOWN ON THESE PLANS.
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811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
03/ZQ25
NTS
PLANTER
6"
MIN. f
TYP.
VERTICAL CEMENT CONCRETE
CURB & GUTTER
CA TCH BASIN & STORM
SEWERS (TYP.)
ROAD A (RESIDENTIAL ACCESS STREET)
N IS
O
0
W
5' CEMENT
CONCRETE
SIDEWALK
2.007,
64.5' R. 0. W.
4.5' R. 0. W.
DEDICA TION
TO K. C.
o 412' LANE EXISTING
O SHOULDERi PA VEMEN T
a(WIDTH VARIES)
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QJ o
8' CEMENT 8' PLANTER j 00
2 CONCRETE 6 •• I o
SIDEWALK MIN. I c¢i1 O
2.007 TYP.I
VERTICAL CEMENT CONCRETE
CURB & GU TTER / 1 // 12 " HMA
>i CLASS 112"
PG 58H-22
CATCH BASIN & STORM 6" CRUSHED
SEWERS (TYP.) SURFACING
BASE COURSE
SUNSET BL VD NE (PRINCIPAL ARTERIAL STREET)
N TS
1
D.R. STRONG
2
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - Rh AVENUE KIRKLAND, WA 98033
04258273063 F 425.827.2423
N0.
53' R. 0. W.
26' PAVEMENT WIDTH
13' LANE
2" HMA CLASS %2" J
(WEARING COURSE)
KCRDCS SEC. 4.01
2" HMA CLASS
(LEVELING COURSE)
PER KCRDCS SEC. 4.01
8j" CSBC PER
KCRDCS SEC. 4.01
O
W
0
11
13' LANE
8' PLAN
6"
i MIN.
TYP.
ADDITIONAL TREATMENT
MA Y BE REQUIRED DEPENDING
ON SOIL CONDITIONS, SEE
KCRDCS SEC. 4.02 & 4.03
NTS —
CITY COMMENTS (0&11.2025)
BD
04.02.25
YLP
SURVEYED:
�GR
SCALE:
AS NOTED
1988
HORIZONTAL: NAD D1983/1991
• v
DATUM
CITY COMMENTS 06.27.2025
BD
07.03.25
YLP
DESIGNED:
BD
DRAWN:
PHB
ONE INCH
CHECKED:
YLP
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
REVISION
BY
DATE
AP P R
APPROVED: YLP
I
I I,
4.5' DEDICATED
ROW TO KING
COUNTY
8' PLANTER
03
1
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O
i' CEMEN i
�ONCRETE
SIDEWALK
2.009
� VERTICAL CEMENT CONCRETE
" 1 \ CURB & GU TIER
CATCH BASIN & STORM
SEWERS (TYP.)
NTS
NORTH
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT.
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R-433004
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING `
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DATE: V )
SO L E R RA 09.16.2024
O T Y OF FIELDBOOK:
P"R R E N TO N ROAD AND GRADING PLAN PAGE:
7 DRAWING NO:
Planning/Building/Public Works Dept. 10823, 10815, 10824 145TH PL SE C4
RENTON, WASHINGTON 98059 SHEET:4 OF:12
DRS PROJECT NO. 23033