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A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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GRADING AND STORM DRAINAGE PLAN (PUBLIC)
SCALE: 1"=20'
• Call 811
• ® two business days
before you dig NO. REVISION
SURVEYED:
DESIGNED:
DKM/RJJ
DRAWN:
KLK/DKM
CHECKED:
DCD
BY DATE APPR APPROVED:
DCD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVO 1988
HORIZONTAL: NAD 1983/1991
DATUM
NORTH
HORIZONTAL SCALE: 1"=20'
20 0 20 40
CITY OF
R
RENTON
vugv
Planning/Building/Public Works Dept.
LEGEND
PROPOSED FEATURES -
SD STORM DRAIN PIPE, INSTALL PER STD PLAN 220.00 OR
220.10/C3.3C, AS APPROPRIATE
- ROOF DRAIN PIPE, INSTALL PER STD PLAN 220.00 OR
220.10/C3.3C, AS APPROPRIATE
- GRADE BREAK
TYPE 1 CATCH BASIN, PER STD PLAN 200.00/C3.3C
TYPE 2 CATCH BASIN, PER STD PLAN 201.00/C3.3C
ROOF DRAIN CLEANOUT, PER STD PLAN 226.00/C3.3C
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GENERAL NOTES
1. SEE APPLICABLE GRADING AND STORM DRAINAGE NOTES ON C3.2C
2. SLOPES NOT TO EXCEED 3H:1V
3. TYPE 1 CATCH BASINS SHALL BE TOPPED WITH LOCKING SOLID LIDS PER
STD PLAN 204.10/C3.4C, UNLESS OTHERWISE NOTED
4. TYPE 2 CATCH BASINS SHALL BE TOPPED WITH LOCKING SOLID LIDS PER
STD PLAN 204.40/C3.4C, UNLESS OTHERWISE NOTED
5. CONTRACTOR TO FIELD -VERIFY LOCATION OF EXISTING UTILITIES.
6. SEE ROOF DRAINAGE SYSTEM PROFILES ON SHEET C3.6C
7. SEE STORM DRAINAGE SYSTEM PROFILES ON SHEET C3.7C
8. STORM STRUCTURES SHALL BE INSTALLED PER STD PLAN 202.00/C3.3C
9. SEE LIFT STATION ELEVATIONS ON SHEET C3.9C
KEY NOTES
INSTALL LOCKING VANED GRATE PER STD PLAN 204.20/C3.4C
2� INSTALL 5 OLDCASTLE STORMCAPTURE UNITS AS SHOWN PER 342/C3.5C
3� INSTALL OLDCASTLE BIOPOD BIOFILTER VAULT PER 340/C3.5C
R� ROOF DOWNSPOUT PER DETAIL 300/C3.3C
5� FIELD LOCATE AND CONNECT TO EXISTING STORMWATER SYSTEM
INSTALL CONTECH INLINE CDS PER 341 /C3.5C
RESTRICTOR TEE FOR SPILL CONTROL PER STD PLAN 237.00/C3.3C
INSTALL SUMP PUMP PER DETAIL 320/C3.4C
INSTALL CONTROL STRUCTURE PER STD PLAN 237.00/C3.3C
10 UNDERGROUND OVERHEAD UTILITIES PER ELECTRICAL
11 FIELD VERIFY ELEVATION AND LOCATION OF EXISTING WATER MAIN. IF
CONFLICTS OCCUR BETWEEN THE EXISTING WATER MAIN AND THE
PROPOSED STORM SYSTEM, NOTIFY THE ENGINEER
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05 46449 4
SSf ONAL
sitts&hill
I
CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
Project No.: 19480 Project Mgr.: DCD
Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
R-422942
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Wanders 05/08/2023
BROTHERTON CADILLAC - RENTON
DATE:
FIELDBOOK:
PAGE:
GRADING AND STORM DRAINAGE PLAN C3. 1 C
(PUBLIC) SHEET: 16
OF: 9
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