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ROAD AND DRAINAGE PLAN AND PROFILE - ROAD B
FOR Z -
HARMONY RIDGE
0 10' 20' 40'
A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. MEN SIEMENS
SEE CONTINUATION BEARING PAD CITY OF RENTON, KING COUNTY, WASHINGTON SCALE: 1"=20'
ON SHEET 16 ELEVATION (TYP) TTLRs0
.�.�. _•• 11 9 8 - - - . -
10 7
N I I\LI VI VLT�� R+L-L nll VL-
- - 4' PERMEABLE ,^,P� 7399 0-104C
° I 44S �. 456.50 455.40 454.30
a 455.90 S� 456.90 PAVEMENT
113 LF 18"----------------------- -------- �- i EX TREE ( BE
------------------- - I I RETAINED TYP
I SITE MAP KEY PLAN � I
SD (PUBLIC) _ \:: : r'' 4------------------ - ----- DRAINAGE NOTES:
=� cn R W ------ �...::
°�. S = a ° ° °a FIRE HYDRANT ' ' ' ' I.. 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS
I
° ° 5' SIDEWALK 6' a ° ° a: ° ' NOTED OTHERWISE.
_ a:: ' ° ° . °. ° e a ° :. (NP) - ` 4' GRAVELI
a ° tl .
25 i
456.06 1 ° ° ° CB#29' `�-J 8' LANDSCAPE ��'� 160 LF 18" SD PUBLIC CB#31 ° P \ PATH i 2. CLEANOUTS SHALL HAVE A MAXIMUM 100'
21 77 LF 18 SD (PUBLIC) o
SPACING.
o P
455.90 CB#24 \�A�24 LF
8 18" HDPE PIPE (PUBLIC) 5 � I 3. PERFORATED STUB -OUT CONNECTION SHALL BE
2 2 3 SEWER INSTALLED ON EACH LOT AT THE TIME OF HOUSE
/ RO
AD B 24 LF 12" _ _ CONSTRUCTION PER DETAIL ON SHEET 30.
N
_ -
/i RESIDENTIAL ACCESS o 6 i' NOTE:
Ix9. STOP BAR PER SD (PUBLIC) cn o
`-----` -/ COR STD 128 W ' W I ,R,"-,T^ SUI<C EXACT LOCATION AND NUMBER OF SIGNS TO
W W W CB#32,! I BE CONFIRMED WITH CITY INSPECTOR PRIOR
INTERSECTION _ 3 4 ° C ° I TO INSTALLATION OF ALL SIGNS (TYP).
°.
STA=12+60.44 ROAD A a ; :. CB#30 a 0 43 LF R45'
STA=40+00.00 ROAD B 1 8 RIM=453.72 .. `® 2.00%'
�x ° 0 ° 50 LF 6" PVC o 8 LANDSCAPE "
° I a S• FIRE HYDRANT ®1.46% ° �. IE=450.72 (6) ° 1 I m
4 w 4 - a ° (TYP) ° ° ° 5 SIDEWALK p .» . °
a 50 LF 6 PVC
Q P ` R%W ��'® 1.46% ®19 53%PVC �� Q i a KEYNOTE:
L) 1 455.22
20 °. o Q , ... m 4 454.7
456.50 1 �, CO _ 6 LF 6" PVC
102 LF 18" O o SEE INTERSECTION 6 L ®62 OP EIM452.18 (6") ®2.50%
SD (PUBLIC) I w I DETAIL ON SHEET 14 CO
16
.._._..L�_ .,�..._ .�.1 .
455.30 454.60
SEE CONTINUATION
ON SHEET 16
465
460
455
450
445
440
435
430
� o ?s
/' O1 53.72 453.10 Cl SO
/
CO 6 F 6" PVC
RIM=454.45 0 3.00% DRIVEWAY SEE 8 LF 6" PVC CB
IE=451.45 (6") C.O.R. STD 104.3 ®3.11 % ��. RIM=452.97
ON SHEET 32 IE=449.86 (6") P
15 14 IE=449.86 (6")
453.90 ° 453.10 IE=449.69 (8")i°
BEARING PAD
ELEVATION (TYP)
v.O s
CO -
RIM=451.18
IE=447.54 (6")�
1�3�
450.60
6 LF 6" PVC
0 1.00%
C
14 LF 6" PVCa a:
0 1.00%
6 LF 6" PVC ,
® 1.58%
0
V_
12:
450.20
OSPOT ELEVATION AT EDGE
OF ALLEY/BACK OF CURB,
S N' AT CENTER OF LOT.
Zo -L
O6"/8" PVC SD FOR WALL, ROOF, AND
FOOTING DRAINS @ 1.00% MIN (TYP)
NO PARKING - ANYTIME" SIGN TO BE INSTALLED
0
BY APPLICANT. EXACT NUMBER AND LOCATION TO
P SEE CUL-DE-SAC BE DETERMINED BY CITY
°q i DETAIL ON SHEET 15
18 LF 8" PVC:1' XX CURB RAMP NUMBER. SEE
® 0.84% I ❑ SHEET 14 FOR GRADING DETAILS.
I
CEI ❑ ROAD NAME SIGN AND STOP SIGN
_�
/ RIM- 450.68 " JACI<SC�: T�ICI`( I; INSTALLED PER DETAIL ON SHEET 33
IE=447.10 (6) A �� I -• %IN
IE=447.10 (6")
IE=446.93 (8")
Il
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__X TREES TO BE
RETAINED (TYP)
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20+00
21+00
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)
NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10
1 I CITY REVIEW COMMENTS DATED
2 CITY REVIEW COMMENTS DATED
\►i
REVISION
22+00
RK
9/26/25
TJS
SURVEYED:
ANG
1 /5/25
TJS
DESIGNED:
RK
DRAWN:RK
CHECKED:
BJT
BY
DATE
APPR
APPROVED:
TJS
465 HORIZONTAL
0 10' 20' 40'
SCALE: 1 "=20'
460 VERTICAL
0 2.5' 5' 10,
SCALE: 1 "=5'
455
450
445
440
435
430
23+00 23+80
SCALE: r1 _
H 1 "=20' HORIZONTAL. NAD 1983/2011 V 1 "=5' CITY OF
�®
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
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.
5. ROOFTOP RUNOFF FOR LOTS 12-13 ARE
COLLECTED AT THE FRONT OF LOT.
UTILITY CROSSINGS
IE 18" SD =
443.70
1
T/P 8" SS =
440.36
IE 8" W = 450.52
2
T/P 18" SD
= 445.95
IE 12" SD =
446.10
3
T/P 8" SS =
440.64
IE 8" W = 450.79
4
T/P 12" SD
= 449.13
AIE18"SD=445.12
5
T/P 8" SS =
441.92
8" W = 448.5A2
6IE
T/P 18" SD
= 446.75
STORM STUB
TABLE
LOT #
INVERT
ELEVATION
7
IE =
444.54
(6")
8
IE =
444.90
(6")
9
IE =
445.26
(6")
10
IE =
445.32
(6")
11
IE =
445.68
(6")
12
IE =
447.20
(6")
13
IE =
447.60
(6")
14
IE =
450.10
(6")
15
IE =
450.90
(6")
16
IE =
451.60
(6")
17
IE =
452.30
(6")
CALL BEFORE YOU DIG:
1-800-424-5555
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING Lj;arah
ace Water Enginering
HBray 02/05/2026 02/05/2026 ' 00
Lu N
WASTEWATER UTILITY WATER UTILITY , 0 cV
jstowell 02/05/2026 ' Naldez 02/09/2026 O
z
DATE:
ROAD AND DRAINAGE PLAN 1/6/2026 Z O
AND PROFILE - ROAD B FIELDBOOK: O
PAGE:
HARMONY RIDGE DRAWING NO:
ICHIJO USA, CO., LTD Q LU
1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: 17 OF`66 = m