HomeMy WebLinkAboutSW23003387.pdfTOWNSHIP 24, RANGE 5 EAST W.M.
SECTION 31,
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CONC=17.89'
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N24 °5 7'59 "E
19.19'
145.97'
LAKE
wASHINGTON APPROXIMATE LOCATION OF EXISTING
STORM LINE, CONFIRM LOCATION
PRIOR TO CONSTRUCTION
CONCRETE BULWORK
4.0' OVER LINE
EE ROS 54/185.
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12.82' N22057159"E
31.03
Al'
♦.
IE 12"
CONC 31.28 4\
01
TYPE
RIM: 34.88 _ 9,.
IE (IN, S): 30.98 (24")
IE (OUT, N): 27.72 (10") I 1 TYPE 1 CB > - - - 66 \39
1E 2RIM:27.96
CONC=3,3.21' 1E(OUT)E): 4.83 p - 00°
PP R = 1452.69' - - -
- � -
I 15•05,
ORTH.�
C:) LA KE �s _ RN ACIFIC
ASS I �Q
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FIRE
HYDRANT
GRADING AND DRAINAGE PLAN
25.70
29.20
0
60.00'
01
- ENTRY: 20.30
00
ROCK �' I
r
BULKHEAD
ocq T/Gy wq T
13
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5'
TYPE I CB W/ HERRINGBONE
2 3
GRATE, TIE INTO EXISTING
C3.2 C3.2
STORM LINE. INSTALL CHECK
VALVE AT CONNECTION
4
O
RIM:21.80
C3.2
IE (4" S): 20.30
IE (6" E): 20.20
If: (4" W)• MATCH EXISTING
a --_ 23.0 ,
\ / / ENTRY: 29.50 B
GARAGE ENTRY: 26.0 27.7 ROOF AND FOOTING e
a DRAINS C3.2
PM ®\ PROPOSED SFR � ` r- _ _ R/F_ _
I MAIN FFE: 29.5 i CHAIN LINK
/ _
LOWER FFE: 20.3 � � - � - % . i - - - FENCE _ \
(ENTRY: I I
- -15�7
RAILROAD)
2 3 0- R- 1557.21
C3.2 C3.2 TYPE I CB W/ HERRINGBONE = 115.21
GRADE, TIE INTO ROOF DRAIN L , »
C3.2 RIM:25.40±
FO UND AND ACCEPTED
BRASS CAPPED MO N. - -
FIRE \C� IN ROAD CENTERLINE 15
0 - _ 4 6'431) -
z
H YDRAN T PER ROS 1181231 alb. 16 02. 25'
TIED 9198. coP R _ 4
L _ 441.2
N �
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SCALE: 1" = 20'
GRADING AND DRAINAGE PLAN NOTES:
1. SOILS REPORT
REPORT NUMBER: JN 20024
PREPARED BY: GEOTECH CONSULTANTS, INC.
DATED: MARCH 2, 2020
2. THIS SITE IS BORDERED BY A PROTECTED SLOPE DESIGNATED AS A HIGH HAZARD LANDSLIDE AREA TO THE EAST.
3. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST- AMENDED PER THE REQUIREMENTS OF SECTION C.2.13 IN THE 2017 CITY OF RENTON SURFACE
WATER DESIGN MANUAL.
4. A MINIMUM OF 3' HORIZONTAL SEPARATION AND V VERTICAL SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND
SEWER, WATER AND STORM, AND A MINIMUM OF 5' HORIZONTAL SEPARATION AND 1' VERTICAL SEPARATION FROM ANY CITY -OWNED LINES.
5. A TYPE II CATCH BASIN IS REQUIRED WHENEVER RIM TO INVERT EXCEEDS 51
.
6. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVEABLE SURFACES AND 1' OF COVER UNDER LANDSCAPE SURFACES.
7. PRIOR TO PLACING ANY SURFACING MATERIAL ON THE ROADWAY, IT WILL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO PROVIDE DENSITY TEST
REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON.
9. NEW/REPLACED IMPERVIOUS SURFACE: 4,924 SF
-- NEW BUILDING: 4,353 SF ROOF AREA (INCLUDES OVERHANGS). RUNOFF ROUTED TO CATCH BASIN THROUGH ROOF DRAINS.
-- REPLACED ASPHALT: 359 SF RUNOFF ROUTED TO CATCH BASIN VIA SLOPING OF SURFACE.
-- NEW DECKS AND PATIOS: 212 SF RUNOFF ROUTED TO CATCH BASIN VIA SLOPING OF DECK OR PATIO TO THE SOUTHWEST.
J
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5538
CG#: 21491.20
�G GUILL
SAS
�4w 3
F`° o•
�P�y,G 25385
`SIGNAL 0�/ 2 / 23
COMMENT RESPONSE
04 21 2�
RESPONSE TO KC PARKS COMMENTS
03 15 2�
PERMIT RESUBMITTAL
12 15 22
PERMIT RESUBMITTAL
10 12 22
PERMIT SUBMITTAL
07 18 22
NO.
REVISION
BY
DATE
GRADING QUANTITIES
TOTAL EXCAVATION (CUT) - 350 CU YDS TOTAL
EMBANKMENT (FILL) - 0 CU YDS
TOTAL 350 CU YDS
THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS
ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR
BIDDING, PAYMENT, OR ESTIMATING PURPOSES.
p - 3 "18 43
R - 1557.21
L - 90.02
20 0 10 20
� m
40
B22004361
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED.
SCALE.
»_ '
1 -20
HORIIZZONTAALL. PI D 1983/1991
DATUM
' CITY OF
PRI RENTON
Planning/Building/Public Works Dept.
L E I G H TO N RESIDENCE
3307 MOUNTAIN VIEW AVE N
RENTON WA 98056
,
GRADING AND DRAINAGE PLAN
IJATE.
10/ 12/22
DESIGN SBG
Flo.DBD.GI`;
PAGE,
DRAWN.
AM
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ADOORDINGLY
DRAWING No.
21491.21
CHECKED:JPU
APPR
APPROvED°
SHEIEM
C3.1