HomeMy WebLinkAboutR-436308NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M.
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LIMITS OF DISTURBANCE
TEMPORARY CONSTRUCTION FENCE
SILT FENCE
TREE PROTECTION
INTERCEPTOR SWALE
FORCE MAIN
BUILDING STRUCTURAL PAD
ELEVATION
AInTF:c-
TEMPORARY CULVERT 1. INSTALL CATCH BASIN INSERTS IN STABILIZED AREAS.
2. ADJUST AND MAINTAIN EXISTING CONSTRUCTION FENCING AS NEEDED TO PROTECT THE SITE
—� FLOW DIRECTION AND ACCOMMODATE THE WORK.
CCHECK DAM 3. APPLY HYDROSEED WITH TACKIFIER TO EXPOSED SOILS IN DISTURBED AREAS AND SLOPES
TO STABILIZE SOILS AND PREVENT EROSION.
SUMP & PUMP
8. INSTALL INTERCEPTOR SWALES WITH CHECK DAMS TO DIRECT RUNOFF FROM DRAINAGE
■ CATCH BASIN INSERT AREAS AND CONVEY THE RUNOFF TO THE SUMP AND PUMP.
STABILIZED CONSTRUCTION 9. IF CONSTRUCTION ENTRANCES ARE NOT PREVENTING SEDIMENT FROM BEING TRACKED
�o�Qo�o�Qo ENTRANCE ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT
SHALL BE IMPLEMENTED SUCH AS INCREASING THE DIMENSIONS OF THE ENTRANCE AND/OR
........................•••••• APPROXIMATE BUILDING PAD THE INSTALLATION OF A WHEEL WASH OR WASH PAD.
12. INSTALL OUTLET PROTECTION AT THE OUTLETS OF ALL PIPES, DITCHES, CULVERTS, OR
OTHER APPROVED CONVEYANCES, AND WHERE RUNOFF IS CONVEYED TO NATURAL OR
MANMADE DRAINAGE FEATURES.
13. CONTRACTOR SHALL MONITOR DISCHARGE FLOW AND WATER QUALITY OF DISCHARGE INTO
THE CITY'S STORM SYSTEM TO MEET ECOLOGY'S AND CITY OF RENTON'S TURBIDITY
DISCHARGE AND PH REQUIREMENTS PER THE SWPPP.
• Call 811
• • two business days
before you dig
2 CIVIL CONSTRUCTION PERMIT — 3RD SUBMITTAL
1 CIVIL CONSTRUCTION PERMIT — 2ND SUBMITTAL
0 CIVIL CONSTRUCTION PERMIT
NO. REVISION
S CONTRACTOR TO PROTECT EXISTING BIORETENTION FACILITIES FROM SEDIMENTATION AND
COMPACTION. IF THE BIORETENTION FACILITIES ARE IMPACTED DURING CONSTRUCTION, THE
CONTRACTOR SHALL RESTORE THEM TO THEIR FULLY FUNCTIONING CONDITION.
RESTORATION OF THE BIORETENTION PLANTERS MUST INCLUDE REMOVAL OF SEDIMENT AND
SEDIMENT -LADEN SOILS, AND REPLACING THE REMOVED SOILS WITH SOILS MEETING THE
CITY OF RENTON BIORETENTION SOIL DESIGN SPECIFICATIONS.
SURVEYED:
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DESIGNED:
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08/31/2025
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15. REFER TO SHEET C0.01 AND C0.02 FOR COR TEMPORARY EROSION AND SEDIMENT CONTROL
NOTES AND CONSTRUCTION SEQUENCE
16. TESC MEASURES SHOWN ARE THE MINIMUM NECESSARY. CONTRACTOR SHALL IMPLEMENT
ADDITIONAL MEASURES AS NECESSARY TO COMPLY WITH ALL WA DOE AND CITY OF RENTON
REQUIREMENTS.
V
0 15' 30' 60'
1 inch = 30 feet
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
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39847 1601 5th Avenue, Suite 1600
-ISTEg�� ��`�4 Seattle, WA 98101
�sSIONAL E��l 206.622.5822
12/09/2025 www.kpff.com
CITY OF
PRI RENTON
NXW
Planning/Building/Public Works Dept.
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R-436308
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING Iff 1ID
HBray 12/31 /2025
SOLERA TOWNHOMES
2842 NE SUNSET BLVD
RENTON, WA 98056
BLOCK C TESC PLAN
DATE:
05/30/202
PAGE:
DRAWING NO:
C4.00
SHEET:OF:
$ 55
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