HomeMy WebLinkAboutR-422705NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
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5' CEMENT
0.5'
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PLAN 102)
30' R.O. W. HALF WIDTH
PLAN TER
6"
1
VERTICAL CEMENT CONCRETE
CURB & GUTTER (PER COR STD. PLAN 101)
CATCH BASIN & STORM
SEWERS SEE PLAN
WEST HALF 158 TH AVE SE
ROOT DEFLECTOR FOR TREES^—
ADJA.0 0 IDEWALKS
SPECIFIED PUNTING SOIL—
U`,DISTURBED GROUND
12" MIN. FOR WOOD —
STAKES & 18" FOR REBkR
f 13.5'
16' _ _ 30'
11' SAWCUT T
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GRIND AND OVERLAY TO
4" HMA EXISTING CROWN
6" CRUSHED ROCK BASE OR
4.5" ASPHALT TREATED BASE
NIS
PRUNE DISEASED AND
BROKEN BRANCHES
CHAR, LOK TIES
REMO% E BINDING 'POTINE d: TOP
1 /3 OF BURLAP_
2" SETTLED DEPTH WITH SPECKIEO MULCH
FERTILIZER TABLETS
(4-21 GRAM-20-10-5)
5 T881P - AFvLAND�C�W LECTO
�TRUP� SOR MIN
SCARIFY PLANTING PIT
SIDES AND BOTTOM
6" DEEP, FIRM, NATr: E
SOIL MOUND
;Ix t- IU I L14LL W11J I H_T— IN HEAVY SOILS. AUGER 8"x6' DEEP
HOLE (OR THROUGH HARDPAN) FILL
WITH CRUSHED ROCK. VERIFY GOOD
DRAINAGE PRIOR TO PLANTING.
NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES
DECIDUOUS TREE PLANTING & STAKING DETAIL
NOT TO SCALE
AS -BUILT
"1 CERTIFY THAT THE INFORMA71ON SHOWN HEREON WHICH WAS
AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS,
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS,
ACCURATELY REFLECTS EXISTING FIELD COND1110NS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.• 9/29/2023. "
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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
3
1L;km_S
REA
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0425.8273063 F 425.827.2423
0.
SNYDER PROPERTY
"NORWEGIAN SUNSET" -
RED MAPLE - 2"
CALIPER MIN.
D TO PROVIDED IN
° 3 � LATER STRIP
INGRESS/EGRE- SS
UTILITY EASEMENT
REC. NO. 20220105000736
TAX PARCEL NO.
366450-0240
1 CITY COMMENTS
2 ONSITE INTERCEPTOR TRENCH
3 AS—BUILTS
N0.
REVISION
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YLP 09.07.22 YLP SURVEYED:
YLP 02.13.23 YLP DESIGNED: alc
YLP 10.4.23 YLP YLP
DRAWN:
IP Y
CHECKED:
YLP
BY DATE APPR APPROVE
SE 133RD )OL
PA VEMEN T RESTORA TION 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.
BACK OF SIDEWALK SLOPE NOTE
GROUND SLOPE BEHIND SIDEWALK SHALL NOT EXCEED 4:1 FOR A DISTANCE OF THREE (3) FEET.
AFTER THREE (3) FEET, SLOPE MAY BE INCREASED TO A MAXIMUM OF 2: 1.
ROAD WORK SCHEDULE:
01
STA. 10+87.62
02
STA. 11+03.26
03
STA. 12+16.34
®
STA. 12+28.45
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FG 517.38
BEGIN HALF STREET GRIND AND OVERLAY
BEGIN FRONTAGE IMPROVEMENTS
END FRONTAGE IMPROVEMENTS
END HALF STREET GRIND AND OVERLAY
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FG 51747
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1.5q 5'x5' LANDING
FG 517 39
NORTH ASPHALT TRANSITION RAMP DETAIL:
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SOUTH ASPHALT TRANSITION RAMP DETAIL:
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 198311991 C T Y OF
RENTON
ONE INCH DATUM
AT FULL SCALE ,v Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
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—FG 51721
-FG 5117.02
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513.52
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GRAPHIC SCALE
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1INCH =5FT.
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R-0422705 �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS �
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DATE: I'W
SNYDER PROPERTY FIELDg0008.22 Q
ROAD, GRADING, AND LANDSCAPE PLAN z
PAGE:
DRAWING NO:
13229 & 13233 158TH AVE SE C 5
RENTON, WASHINGTON 98059 SHEET: oP:9
DRS PROJECT NO. 21155