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A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
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WHITWORTH AVE S
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N1 °19'51 "E 552.56'
2 BID ADDENDUM # 1
3 BID ADDENDUM # 2
5 CONSTRUCTION ASI-1
NO. I REVISION
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SANITARY " F-F-WVR NA All
SALVAGE EX ROW TREE
GRATE TO CITY OF
RENTON (TYP)
CR-1�1
B 18 2017 SURVEYED_
8 29 2017 DESIGNED:
TTG
1 15 2017
DRAWN:
TTG
CHECKED:
WEDATE APPR APPROVED:
SCALE:
1 " = 10'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
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xREM. EX. TREE/STRUCTURE
O CATCH BASIN PROTECTION PER
COR STD PLAN 216.30
Y X X X X X
X X X X X REM. EX. CONC. SURFACING
X X X X X
REM. EX BLDG UNDER
SEPARATE DEMOLITION PLAN
REM. EX. WALL
SILT FENCE PER
COR STD PLAN 214.00
INTERCEPTOR SWALE PER
COR STD. PLAN 217.10
NOTES
1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES.
2. ONLY MAJOR ONSITE DEMOLITION ITEMS ARE INDICATED IN THIS PLAN. REMOVE ADDITIONAL EXISTING FEATURES
IN ROW AND AS REQUIRED FOR CONSTRUCTION OF NEW IMPROVEMENTS. DEMOLITION OF EXISTING BUILDING
UNDER SEPARATE PERMIT.
3. COORDINATE ALL UTILITY DEMOLITION WITH CONSTRUCTION OF NEW SYSTEMS. TEMPORARILY MAINTAIN EXISTING UTILITY
SYSTEMS AS REQUIRED TO CONVEY FLOWS FROM PORTIONS OF SITE OUTSIDE CONSTRUCTION AREAS AND
PROVIDE TEMPORARY BYPASS AND PUMPING SYSTEMS AS REQUIRED BY CONTRACTORS OPERATIONS AND OWNERS USE
OF FACILITIES.
4. COORDINATE ALL UTILITY INTERRUPTIONS WITH AFFECTED FACILITY OWNERS. PROVIDE MINIMUM 2 WEEKS ADVANCE
NOTICE OF ALL INTERRUPTIONS.
5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR
OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT
NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY AND
AVOID ANY OTHER UTILITIES SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.
6. NOT ALL REQUIRED CB PROTECTION IS INDICATED ON THIS PLAN. INSTALL CB PROTECTION ON ALL EX CB'S
TO REMAIN DURING CONSTRUCTION AND ALL INSTALLED CB'S. MAINTAIN PROTECTION UNTIL TRIBUTARY
SURFACES ARE STABILIZED.
7. MAINTAIN/RELOCATE TESC MEASURES AND PROVIDE ADDITIONAL TESC MEASURES AS REQUIRED TO STABILIZE
EXPOSED SOILS, MINIMIZE SEDIMENT TRANSPORT ON SITE, AND MEET ALL SITE DISCHARGE AND PERMIT
REQUIREMENTS. ADDITIONAL FACILITIES BEYOND THOSE INDICATED ON THIS PLAN MAY BE REQUIRED, AND IT IS
THE CONTRACTORS RESPONSIBILITY TO DETERMINE AND PROVIDE ADDITIONAL MEASURES THAT ARE
NECESSITATED DUE TO THEIR OPERATIONS AND SEQUENCING OF THE WORK. ALL TESC MEASURES SHALL BE
REMOVED FOLLOWING SITE STABILIZATION WITH FINAL PAVING AND PLANTING.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED MONITORING, TESTING, REPORTING AND
ALL OTHER COMPLIANCE MEASURES AS NECESSARY TO MEET PROJECT PERMIT COVERAGE REQUIREMENTS.
9. CONTRACTOR SHALL DESIGN AND PROVIDE TEMPORARY STORAGE AND WATER QUALITY TREATMENT FACILITIES
FOR CONSTRUCTION RUNOFF, INCLUDING BUT NOT LIMITED TO PRETREATMENT AND STORAGE TANKS, SAND
FILTRATION, CHEMICAL TREATMENT SYSTEMS, PIPING, PUMPS, AND ANY OTHER FACILITIES REQUIRED TO MEET
THE PERMIT WATER QUALITY REQUIREMENTS FOR ALL SITE DISCHARGES. NUMBER, TYPE AND LOCATION OF
TREATMENT SYSTEMS SHALL BE DETERMINED BY CONTRACTOR IN ACCORDANCE WITH THEIR OPERATIONS.
x„ (� CALL 48 HOURS
BEFORE YOU DIG!
811
HORIZONTAL- NAD 1983/1991 CITY OF
DATUM }
RENTON
Planning/Building/Public Works Dept.
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R-395503
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
RENTON COMMONS LLC
215 WHITWORTH AVE S, RENTON, WA 98057
SITE DEMO AND
TESC PLAN
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DATE:
11/15/2017
FIELDBOOK:
PAGE:
DRAWING NO:
C2.0
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SHEET: 3 OF: 15