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1. 5' ROW
DEOICA DON
SW 1/4 SECTION 32, TOWNSHIP 24 N. RANGE 5 E, W.M.
KENN YDA LE L 0 TS, RECORD DRAWING
NAVD88 C.O.K. ID#43006 BRASS DISK
IN CASE EL = 42.126'
zs' R.a.w HALF' morn INTERSECION OF LAKE WA BLVD ,
MOUNTAIN VIEW AVE N, & N 33RD ST
**NO CHANGES ON THIS PAGE**
5' CEMENT
-k CONGRE7E &' PLANTER
111
SIDEWALK &
SLOP (PER COR STD- h{IIV.
PLAN 102) T'p.
1—J" PVC' CONDUIT , ,, . 1.5
2-2" PVC COIVDUIT
2" PVC CONDUIT
VER77CAL (ZMENT CC)NC'F?ETE
CURB & GUUER (PER GDR STD. PLAN 1197)
CATCH BASIN & .STORM
SEWER6 SE"E PLAN
NORTH HALF N JJRD PL
2" MAX.,
SPECIFIED TREE STAKE(S)
!jj INSTALL 'TREE BOW OR
"ARBORGARD" IN LAWN AREAS.
Imo.
Pura TREE lm"-2` WHER THAN IN NURSERY
WATEI It4G BASIN
AaJACA IDEWALK ES�r
RE
SPECIFIED PLANrT* G SOIL — J
UNDISTURBED GROUND
120 MIN. FOR WOOD
STAKES & t 13" FOR REBAR
±21'
2.5+
17. SA WCU T
I t'•1 nor �
C.7 �J
4" HMA `- GRIND ,AND OVERLAY TO
EXISTING CROWN
5" CRUSHED ROCK EASE
N rS
-PRUNE DISEASED AND
BROXEN BRANCHES
- CHAIN LOK nES
-REMOVE BINDING TWINE & TOP
1 /3 OF BURLAP.
-2" SETTLED DEPTH WITH SPECIFaED MULCH
- FERFILIZER TABLETS
(4-21 GRAM-20-10-5)
5" 01 �A FIBT �T HIM
UTILITIES
-SCARIFY PLAlwDWO PIT
SIDES AND BOTTOM
- 6" DEEP, FIRM, NATNE
SOIL MOUND
xx KUU i LL WIL) I H If"IN HEAVY SOILS. AUGER 8"x 6' DEEP
HOLE (Off THROUGH HARDPAN) FILL
WMI CRUSHED ROCK, VERIFY GOW
D"NAGE PRIOR TO PLANT114G.
DOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAXES
DECIDUOUS TREE PLANTING & STAKING DETAIL
Car 2 Working Days Before You Dig
11
Utiftiee Underground Location Center
OD,MT,ND,CR WA)
1_- P I E-p
D� WAS 5
' Q4sTrr
NOT TO SCALE
-
- - - - - _
I I ++ I I
C C
"A lCAN L114M" - 2' I I +
CAUJPER. MIN +
DW aWDIPT
ICaWDUIT _ - - - - - -
c�
++ 4 16. 00'
,DR WWA Y
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ti c
1-■f �r � � I ^ram
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+ j N I+ ,
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jC0NDU[-rs SHALL. ADHERE •11) C1111DITION
SET FORTH IN LEJA23.000276.
t
f .� lfiT 0.02 FrIFT
- SUBGRAUE SLOPE 0.02 FTIF T
SHOULDER (T1'P.) 4" COMPACTED DEPTH
Hil{1A CALKS ilk"
3/4" - 1-1/2" MINUS CRUSHED ROCK
(WSDOT 9-03.9(3)) COMPACTED TO 85% 6" CRUSHED ROCK BASE
OF MAX DRY DENSITY (ATM ❑1557)
D.R. STRONG CrlrY COMMENTS (DATED 07.10.23)
CONSUL TING ENGINEERS 2 CrrY COMMENTS
EIVGIMEERS PLANNERS SURVEYORS
6M - ]'AhAVEVUE KRM 4AV WA 9MM
0425dZ73M F425.8272423
NC). REVISE.}
}r a srr u urr
rMar
hl-I►�R�i'A-
rm v-v,
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sw
95% COMPACHON PER (ASTM D1557)
REQUIRED ON SUBBASE
THICKENED EDGE DETAIL.
NOT TO SCA2_F
BD 08.16.23 YLP SURVEYFO. ANE
YLP 09.28.23 YLP DESL'NMBD
ORAWN.
PHIS
CHEGKM,
YLP
SCALE:
AS NOTED
DME IHGH
Al FULL $GALE
1F HoT OnE WH
SCALE ACCORDLKLY
DETAIL UK 3
SEE DETAIL THIS
t
VEAFICAL NASV 19BB
HORIZONTAL. W 19E /*01
I
ATUM
12400
1
12f 00, It
PA VEMEN T RES TORA TION NOTES
WI THIN CI TY L hVY TS PA VEMEN 7- RES TORA TION SHA L L BE PER C. 0. R. S FREE T RES TOP A TION A ND S TREE T
OVERLAP' STANDARDS ANDIOR AS FIELD SPECIFIED EY THE CITY INSPECTOR.
BACK OF SIDEWALK SLOPE NDTE
GROUND SLOPE BEHIND SIDEWALK SHALL NOT EXCEED 4, 1 FOR A DISTANCE OF THREE (3) FEET,
AFTER THREE (3) FEET, SCOPE MAY BE INCREASED TO A MAX1MVM OF 2; I.
ROAD WORK SCHEDULE:
STA.
10•1.37 66
BEG'1N HALF 5TRECT GRK9 ANSI 0VFRLA �
57A.
70f.53,O5
BEGfN F1?0N7__1GE IMPROVEMENTS
ETA,
11 f 47. 60
END FRONTAGE IMPROVEMENTS
0
STA
U+75.02
END HALT' STREET GRIND AND OVERLAY
WEST ASPHALT TRANSITION RAMP P DETAIL:
7 7
EAST ASPHALT TRANSITION RAMP DETAIL:
NTH
GRAPHIC SCALE
0 10 20 40
1 INOH=20 PT.
Adau
CITY OF
C%56R] FENT0N
■
Planning/Bu;lding/Public Warks Dept.
N
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R-4 6 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMolrman 10/05/202 (DiCn
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KENNYDALE LOTS 5/3/2023
ROAD, GRADING, AND LANDSCAPE PLAN PE�LE; z
oRavnUc Na:
1008 N 33RD PL C 5 Lij
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R ENTON, WA H I NGTON 98057 SHEEF OF: �
S 9
DRS PROJECT NO. 23015