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SSMH #102
RIM=216.38
IE=209.29 - 8" D1 IN E.
CTR CHNL=197.34
8" PVC. IN E.
8" PVC. IN SW.
8" PVC. OUT N.
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CONTRACTOR SHALL INSTALL SILT
FENCE AT ALL LOWER ELEVATIONS AS
REQUIRED TO PREVENT SEDIMENT FROM
ENTERING PUBLIC STORM CONVEYANCE
PROJECT BENCHMARK
TBM#1, ELEV.=213.79
ENSURE ACCESS TO EXISTING
30' FIRE HYDRANT IS MAINTAINED
DURING CONSTRUCTION.
30'
LIMITS OF GRADING AS PART OF INDIVIDUAL
LOT CONSTRUCTION = PROPERTY LINE
RIM=200.93
CTR CHNL=191.62
8" PVC. IN S. N:
1
8" PVC. OUT N. 6
TO K 11111113111110%w
PRESERVE AND PROTECT NATIVE SOILS AT
PROPOSED ROOF DRAIN INFILTRATION
ZONES, TYP. ZONES TO BE STAKED PRIOR
TO ANY LAND DISTURBING ACTIVITIES.
CONTRACTOR SHALL INSTALL CONSTRUCTION
ENTRANCE PER CITY OF RENTON STANDARD
DETAIL. SEE NOTES AND DETAILS SHEET
FOR REFERENCE. PROVIDE 12"0 CULVERT
AT DITCH AS REQUIRED TO MAINTAIN
EXISTING STORMWATER CONVEYANCE.
HIGH VISIBILITY FENCING,
TYP. SEE NOTE 8.
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CONTRACTOR SHALL INSTALL SILT
FENCE AT ALL LOWER ELEVATIONS
AS REQUIRED TO PREVENT SEDIMENT
FROM ENTERING PUBLIC STORM
CONVEYANCE NETWORK.
LIMITS OF GRADING AS PART OF
INDIVIDUAL LOT CONSTRUCTION
PROPERTY LINE
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ANTICIPATED GRADING
LIMITS FOR PLAT DRIVEWAY
CONSTRUCTION, TYP.
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LIMIT OF nIIlRANrF X00.0-1
DURING OFF-SITE WATER
MAIN INSTALLATION.
SURFACE RESTORATION
SHALL INCLUDE TOPSOIL
AND HYDROSEEDING.
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SSMH #12217
RIM=234.74
CTR CHNL=220.12
8" PVC. IN E.
8- PVC. OUT W. TUTTLE ENGINEERING
N75*04'34"W TAND MANAGEMENT
52' P.0,.Box 1547, Burlington, WA 98233 10: (360) 899-5953
M:(360)
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M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM
11
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SSMH #12217
RIM=234.74
CTR CHNL=220.12
8" PVC. IN E.
8- PVC. OUT W. TUTTLE ENGINEERING
N75*04'34"W TAND MANAGEMENT
52' P.0,.Box 1547, Burlington, WA 98233 10: (360) 899-5953
M:(360)
6(
M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM
11
1 MAX . PROIECII AND RIM MMTJON OF POMOUS SWACES:
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REVISION
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APPROM:
J. TUTTLE
1. TOTAL SITE ACREAK 5OA96 S.F. (1.16 AC)
2. TOTAL SITE AIWA = 0.0 S.F. (0.00 AC)
...........
RIM=1 55±
CTR CHNL=127.87
(PER SOOS CREEK WATER
-------------- ftll AND SEWER DISTRICT)
INSTALL *ZLE �HEgl<
DAMS SPACED EVERY 25
FEET IN EXISTING DITCH, TYP.
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:
. AL" DATE. /11 hr
BY DATE: Ir
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BY: DATE:
BY: DATE:`sI�NAL '/�/�
SCALE:
Var"CAL MAO I liiim
1"-20' oi�-, si73101 SKAGIEN 6 LOT SHOM [PLAT
CITY OF TALBOT [ROA[0
5 RENTON
I ONE INCH
AT FULL SCALE EMSTWO CONDMONSIERONON AND
IF NOT OW Ill Planning/Building/Public Works Dept.
SCALE ACC0111111111111111111l SEMMENT CONTROL PLAN
4.3718
9/02/2015
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