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SE 1 /4, SW 1 /4, SEC. 9, T. 23 N., R. 5 E., W.M.
MATCH I WITH
EX. PAVEMENT
ACCESS DRIVEWAY �S PER
COR STD DETAIL 1 4.3
REMOVE INLET
PLUG THE PIPE
EX. SDMH
RIM=296.75'
IE(N)=293.91' 8"CONC
IE(S)=293.42' 12"CPP —
IE(W)=18"(PLUGGED)
IE(E)=8"(PLUGGED)
6"N NOT VISIBLE
r UUINU
W/BRASS
DOWN 1.1' IN
X. SDMH
RIM=296.92'
E(SE)=291.0 18"CPP
IE(W)=291.0 18"CPP
IE(N)=293.3 ' 12"CPP
IE(S)=291.6 ' 12"CPP
EXHIBIT
11/02/2023
&TE
BY
BMPs AND
Legal Description:
LOT 2,
CITY OF RENTON SHORT
PLAT
NO. LUA 18-000445,
RECORDING
NO.
20181113900001,
RECORDS
OF
KING
COUNTY,
WASHINGTON
SEE DETAIL "A"
v�viL.h I LV U V V
EX. CB T-1
RIM=295.99'
IE(N)=293.29' 12"CPP
FRONTAGE WPROVEMENT
Effective EngineeringPEEC
CIVIL ENGINEERS
8627 NE 180th Street, Bothell, WA 98011
Phone: (206) 303-7639
Email: admin@effectiveenaineerinaDllc.com
NO.
nc70 -1 -1 9 A n99 �
MATCH WITH
EX. PAVEMENT
0
Sri
*2CP
WE
*2g6.
�C-Ti
1 ,
0
(OUTLET WITH LOT
DOWNTURN ELBOW)
PARCEL NO.
7227800630
60 /
2' WIDE SCUPPER IN CURB
FOR FLOW TO CB
SEE DETAIL "C" ON SHEET-2
EX. INLET
RIM=295.42'
IE(S)=294.22' 6"PVC
(REMOVE THE EXISTING CB
PLUG THE PIPE)
FOUND CONC MON
W/BRASS DISK,
DOWN 1.1' IN CASE
I-o PROP. CORNER
EL
`' } ° ° ° ° CONC. BLOCK WALL
1 H <2'
1 • ° . ° ° MAX /
2. ° °° �° 1 (/
D R.:I V. . VAY n
°
9 I° ° .° ('
i-�-•
I �
1.5'
5.0'
WALKWAY
DETAIL "A"
SCALE 1 "=5'
PRO. CB —TYPE 1 (ON EXISTING LINE)
RIM—295.35
IE — 293.99 (ALL)
DEDICATED ROW
DETECTABLE WARNING SURFACE
PER WSDOT STD PLAN F45.10-03
TYP.
DETAIL "B"
* ELEVATION ON OUTSIDE CURB
NOTE: FOR location and bearing of CENTER LINE OF NE 5th PL and Index Ave Surebvy TOPO and Sheet 1
PL
VICINITY MAP N TS
LOT 2
PARCEL# — 7227800631
TOTAL AREA— 5,682 S.F. (0.130 AC)
DEDICATED ROW — 101 SF
TARGET LOT AREA — 5,581 S.F. (0.128 AC)
EXISTING DRIVE— 756 SF (0.017 AC)
PRO. ROOF — 1,591 SF (0.037 AC)
PRO. DRIVE/WALK
CONC. — 788 SF (0.018 AC)
TOTAL TARGET NEW/REPLACED
IMPERVIOUS— 2,379 SF (0.055 AC)
42.6%
PRO. WALK WAY (CONC.) IN ROW
1,002 SF (0.023 AC)
PROJECT INFORMATION
TAX PARCEL
NUMBER:
PROJECT
ADDRESS:
ZONING:
JURISDICTION:
7227800631
2900 NE 5TH PL
RENTON, WA 98056
RENTON
PARCEL ACREAGE: 5,682± S.F.
(0.13± ACRES)
AS SURVEYED
LEGEND
PRO CONCRETE SURFACE
PRO PLANTER
Ln
co
O
M
N
A
U
NOTE:
1.
ALL DESIGN ELEVATIONS APPROXIMATE AS CALCULATED BETWEEN CONTOURS,
R-424804
<
FIELD ADJUST PER EXISTING SPOT ELEVATIONS
m
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
2.
MAX 1.5% CROSS SLOPE AND MAX 8.3% LONGITUDINAL SLOPE ON WALK WAY
z
O
3.
POST -CONSTRUCTION SOIL QUALITY AND DEPTH IN ACCORDANCE WITH BM T5.13
DEVELOPMEN ERING
LUI
WILL BE IMPLEMENTED TO ALL LANDSCAPED AREA ON SITE.
yqi 11/27/2023/2023
w
4.
A SEPARATE BUILDING PERMIT IS REQUIRED FOR RETAINING WALLS THAT EXCEED 4
U
z
FEET IN HEIGHT PER RMC 4-4-040
Lu
SURVEYED:
SURVEYED
SCALE:
SCALE
1988
NA 1983/1
HORIZONTAL::
HORIZONTAL: NAD 1983/1991
DATUM
CITY 0 E
PRI RENTON
Planning/Building/Public Works Dept.
DON_BORA SFR_RESIDENCE
_ _ _ _ _ _ _
GRADING
DRAINAGE
EXHIBIT PLAN
—
DATE:
09-26-2022
0
U)
W
1 L
LL
U)
DESIGNED:
DESIGNED
FIELDBOOK: -
PAGE: -
DRAWN:
DRAWN
ONE INCH
DRAWING NO:
C-4
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
REVISION
BY
DATE
APPR
APPROVED:
APPROVED
SHEET: OF:
4 OF-7