HomeMy WebLinkAboutR-4360190
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STA 40+57.32, 16.22'LT�I
BEGIN FULL STREET
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GRIND AND OVERLAY
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SCALE: 1 "=20'
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NOTES:
1. CATCH BASIN GRATES TO BE STANDARD LOCKING
VANED GRATES PER COR STD PLAN 204.20
UNLESS OTHERWISE SPECIFIED.
2. CATCH BASIN OFFSETS MEASURED TO CENTER OF
GRATE. NOT CENTER OF STRUCTURE.
3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR
STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO
BE INSTALLED PER COR STD PLAN 201.00.
4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS
OTHERWISE NOTED.
116TH AVE SE PLAN AND PROFILE
FOR
HARMONY RIDGE
A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
UTILITY CROSSINGS
ZLIE 12" SD = 453.49
T/P 8" W = 451.97
KEYNOTE:
CURB RAMP NUMBER. SEE
XX SHEET 14 FOR GRADING DETAILS.
DRAINAGE NOTES:
1. STORM DRAIN (SD) SHALL BE LCPE UNLESS
NOTED OTHERWISE.
2. CLEANOUTS SHALL HAVE A MAXIMUM 100'
SPACING.
3. PERFORATED STUB -OUT CONNECTION SHALL BE
INSTALLED ON EACH LOT AT THE TIME OF HOUSE
CONSTRUCTION PER DETAIL ON SHEET 30.
NOTE:
EXACT LOCATION AND NUMBER OF SIGNS TO
BE CONFIRMED WITH CITY INSPECTOR PRIOR
TO INSTALLATION OF ALL SIGNS (TYP).
I SITE MAP KEY PLANNm
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�� EX R/W e POWER POLE 8" CNC IE SW=449.78'
RIM=455.55 \ I `o
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12" DI IE S=444.35' \ e° W/TRANSFORMER & I -GATE do - l �� '^ II
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MAILBOX a. y / LUMINAIRE w i / POLE ARM a W 12 CNC IE N=447.79'
° o ......... x - - ° POWER POLE _
a. - ss =� ;S.� ss-= ss s ss'_"SS°_ ° a .. �: EX SIDEWALK a° -a a W/LUMINAIRE �a >
12" CNC IE E 445 44'
' w 4 °'-v a •'° - a ° ,° ° \ 8» CNC IE W 448.29'
OH) �- P(gH�. . P( H P(OH) p -°- - - SS �. - °. - v ° a - - - _ _ 12 CNC IE S-445 48 '' - R(OH) P(OH) P(OH) P(OH) , P(OH) P(OH)_ P(OHa - P(OH OH) P(OH) P(OH) ° - P(N) (OH) P(OHP OH.--. P(OH) P(OH) P(OHj' _ , a P(OH) HO)d- HO)d (HO)d \ -
S6,0
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--------------------------------------- ----- ---------- ---------------------- ---- SS------5 - ------------------------------- -- - ----------------------------------------------------------------------------------------------------------------------------- - w
-------- ---------------- r- _ ss - SS
MAILBOX ............................ - s - SS - MAILBOX EOA -
SS - SS - STA 36+37.90 I II
MAILBOX - Ss - s - SS I' ..........452........11
INTERSECTION Ss - SS - SS - SS - BEGIN FULL LANE N FOq ---
ss-ss-
456............ MAILBOX ss - ss - ss - ss - II .
STA=10+00.00 ROAD..A. I.-..... STA 39+52.85 - SS - SS - GRIND AND OVERLAY »
STA=40+00.00 116TH AVE SE BEGIN FULL STREET 116TH AVE SE EX R/W POWER POLE - - ss - SS - SS - Ss SS - SS - I II SSMH TYPE II 48
o o o - SS - ss - SS - RIM=453.07'
CENTERLINE O W/TRANSFORMER o - - SS - SS ss - ss -
- ��o GRIND AND OVERLAY O MINOR ARTERIAL Ss
M M - -, - - - - - -I - - - - s SS - ss - s� - ss - SS _ 12" DI IE N=442.82'
12" DI IE
EX 6" AC WATER w � � STA 36+56.35, 22.00'LT II 12" DI IE S=442.87'
I '45,6
M M i i END 4:1 FLOWLINE TAPER STA 36+37.96, 17.39 LT
SAWCUT ��` BEGIN FRONTAGE IMPROVEMENTS
45 fi....... '- ' ' /� ¢ 5' AERIAL EASEMENT CONNECT TO EX SIDEWALK ( )
I i I M M� i---� w� rNv .''�` II
1 I I 8 WATER I I M --r-- M - I _ _ LINE (TYP) AFN 5615593 II COR 1638
------------------ - ----- � L---------------------- L --------� --- ---- ------------------------�----------- ----- ER FOUND BRASS PIN 0.76'
----------------------- ----- �-------------------------------- BEGIN 4:1 FLOWLINE TAP _ EOA
�5g-- �,--- � oar - ---- II
136 LF 1.2'»..DL..(PUBLIC)....................... M M Der �............---------------------------- - CONCBELO. MONUMENT IN GRADE IN
� - .v b EX LANDSCAPE M M MONUMENT CASE AT INTX
CB#35 8' LANDSCAPE S039'02"E 460.13' PLAT BOUNDARY \` M M M M EX SIDEWALK a .a ° 116TH AVE SE & 157TH ST
FIRE HYDRANT --
(TYP).. . . t=90'03�52 a ° . PHASE 1. . . . a--....: °. a . o _ �� - - (JUNE 2022)
:.°..R=25.00 Q °' • f w A a A . 5, S a.........-b a' a _1_. / �� ��-T_
I 0 cn IDEWALK a e. \ ii -
EX FIRE HYDRANT �-� L=39.30 I? w
TO BE REMOVED . 5 a o 6 p V w C o EX FENCE CB STD GRATE
DIN¢ I m m o
-� o\ 8" CNCIEE=450.95'
SEE INTERSECTION D / /
I DETAIL ON SHEET 14 / FOUND 1 2" REBAR CAP
8' SLOPE EASEMENT m D Q e`er- o LUND LS 16218
\ �'11 • • AFN 6529925 �" o S C° z JUNE 2022
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SEE CONTINUATION 1 2 z 4 5 6 I m GUY POLE
ON SHEET 16
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457.50
BEARING PAD -/
ELEVATION (TYP)
457.30 456.60 455.40
TRACT B
TREE RETENTION
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116TH AVE
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1 CITY REVIEW COMMENTS DATED 6,
2 CITY REVIEW COMMENTS DATED 9,
BENCHMARK
DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4
MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH
HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) N0. REVISION
NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10
'07"W 425.00'
465 HORIZONTAL
0 10' 20' 40'
SCALE: 1 "=20'
VERTICAL
460 0 2.5' 5' 10'
SCALE: 1 "=5'
455
450
445
440
38+00 37+00 36+20
CALL BEFORE YOU DIG:
1-800-424-5555
RK
9/26/25
TJS
SURVEYED:
SCALE:
H 1 "=20'
V 1 "=5'
HORIZONTAL- NAD 1983/2011
DATUM
_ CITY OF
ENTON
RENTON
Planning/Building/Public Works Dept.
ANG
1 /5/25
TJS
DESIGNED:
RK
RK
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CHECKEDBJT
BY
DATE
APPR
APPROVED:
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R-436019
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING Surface Water Enginering
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HBray 02/05/2026 jfarah 02/05/202600
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116TH AVE SE PLAN AND PROFILE
HARMONY RIDGE
ICHIJO USA, CO., LTD
1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007
004
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DATE:
1/6/2026
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