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EXISTING BUILDING i
TO BE PARTIALLY I
DEMOLISHED I
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CATCH BASIN INSERT PER
i C.O.R. STANDARD DETAIL
216.30, TYP
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SILT FENCE PER C.O.R.
STANDARD DETAIL 214.00, TYP
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/ PROPERTY LINE, TYP
MATCHLINE SEE SHEET CC-5.11
__------gRONSON WAY N
TE$C NOTES:
1. APPROVAL OF THIS EROSIONISEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE
AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF
ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES).
2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE
APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND
VEGETATIONILANDSCAPING IS ESTABLISHED.
3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY
FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO
DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE
FLAGGING SHALL BE MAINTAINED BY THE APPLICANTICONTRACTOR FORTHE DURATION OF
CONSTRUCTION.
4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH
ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER A$ TO INSURE THAT
SEDIMENTAND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM,
ROADWAY$, OR VIOLATE APPLICABLE WATER STANDARDS.
5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE E$C FACILITIES
SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT
SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE.
6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND
MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.
7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM
OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT.
8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE
WITHIN ATRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN
WATER INTO THE DOWNSTREAM SYSTEM.
9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL
MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE
DURATION OF THE PROJECT.
10
5
0
10
20
scale
1"=10'
feet
HLENGINEERING
P.O. Box 81211
Seattle, WA 98108
(858}581-0754
Patrick Hansen -Lund, P.E. / Project Manager
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0 DATE ISSUE
A
2019.09.16
LAND USE PERMIT APPLICATION
B
2020.02.24
LAND USE MODIFICATION
1
2020.02.05
90% SITE PRICING SET
2
2020.03.13
50%CONSTRUCTION
DOCUMENTS(VE)
C
2020.05.04
CITY OF RENTON BUILDING
PERMIT SET
3
2020.06.26
100%CD
SET
4
2020.08.05
CITC REVISIONS
5
2020.08.05
VE REVISIONS
D
2020.08.05
CITY OF RENTON BUILDING
PERMIT CORRECTIONS
E
2020.09.08
CITY OF RENTON CIVIL CONST
PERMIT CORRECTIONS
BUILDING PERMIT
Drawn By: BR
Checked By: PHL
Directory.
Sheet all 30" x 42'
Project Name: CITC
HEADQUARTERS
Project Address:
1300 Bronson Way N.
Renton,WA 98057
Sheet Title
TESC PLAN
SHEET 47 of 58
Sheet Number:
CC- 5F 01
Pmject Number: 2401
Date: W20.10.11