HomeMy WebLinkAbout20053 C2.0 TESC - approvedXXXX
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CONSTRUCTION SEQUENCE
1.CONTRACTOR TO ARRANGE AND ATTEND A PRE-CONSTRUCTION CONFERENCE WITH
THE CITY OF RENTON PRIOR TO BEGINNING SITEWORK.
2.IDENTIFY AND MARK LIMITS OF CLEARING.
3.A COPY OF THE APPROVED TESC/SWPP PLAN IS TO BE KEPT ONSITE AT ALL TIMES
DURING CONSTRUCTION.
4.INSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCE, FILTER FABRIC FENCES, AND
CATCH BASIN INSERTS AS REQUIRED.
5.A MINIMUM OF ONE SET OF APPROVED CONSTRUCTION DRAWINGS AND A COPY OF THE
CITY OF RENTON DESIGN AND CONSTRUCTION STANDARDS SHALL BE MAINTAINED IN
GOOD (LEGIBLE) CONDITION ONSITE AT ALL TIMES.
6.BEGIN SITE GRADING AND UTILITY INSTALLATION GRADE AND PAVE ACCESS DRIVEWAY.
7.CONSTRUCT FRONTAGE IMPROVEMENTS
8.A TRAFFIC CONTROL PLAN IS TO BE SUBMITTED BY THE CONTRACTOR TO THE CITY OF
RENTON AND APPROVED BY THE CITY PRIOR TO ANY SITE RELATED ACTIVITIES
(INCLUDING OFFSITE UTILITY CONNECTIONS) THAT REQUIRE ROAD CLOSURE OR
DISRUPTION OF ACCESS TO NEARBY BUSINESSES THAT WILL LAST MORE THAN 15
MINUTES.
9.MAINTAIN TESC FACILITIES IN PROPER OPERATING CONDITION DURING ALL PHASES OF
CONSTRUCTION. RELOCATE TESC FACILITIES AS NEEDED AS CONSTRUCTION
PROGRESSES.
10.COORDINATE UTILITY CONSTRUCTION AND CONNECTIONS WITH UTILITY PROVIDERS.
11.COMPLETE ONSITE, OFFSITE AND BUILDING CONSTRUCTION AND OBTAIN CIYT/UTILITY
PROVIDER APPROVAL. INSTALL LANDSCAPING IN CONFORMANCE WITH LANDSCAPE
PLANS. STABILIZE ALL EXPOSED AREAS.
12.REMOVE REMAINING TESC MEASURES AS DIRECTED BY THE CITY OF RENTON
INSPECTOR AFTER CITY APPROVAL.
SEPTIC SYSTEM ABANDONMENT NOTES:
1.CONTRACTOR SHALL PREPARE A SEATTLE AND KING COUNTY PUBLIC HEALTH "REPORT
OF WASTE WATER TANK ABANDONMENT" APPLICATION AND RETURN COMPLETED
FORM TO PUBLIC HEALTH – SEATTLE & KING COUNTY, ENVIRONMENTAL HEALTH
DIVISION, 14350 SE EASTGATE WAY,BELLEVUE, WA, 98007, TEL. (206) 296-4932.
2.PRIOR TO ABANDONMENT THE SEPTIC TANK AND ALL SEWAGE EFFLUENT IN DRAIN
FIELD MUST BE PUMPED AND DISPOSED OF BY A WASHINGTON STATE CERTIFIED
LIQUID WASTE PUMPER HAULER TO AN APPROVED DISPOSAL FACILITY.
3.THE SEPTIC TANK AND DISTRIBUTION STRUCTURES MUST BE REMOVED AND DISPOSED
OF PROPERLY.
4.PRIOR TO REMOVAL OF ANY TYPE OF “DRAINFIELD,” THE SYSTEM MUST BE ALLOWED A
DRYING OUT PERIOD OF SIXTY (60) DAYS OR LONGER BEFORE REMOVAL TO ENSURE
THAT NO LIQUID SEWAGE EFFLUENT IS PRESENT. THIS WILL MINIMIZE THE POTENTIAL
FOR DIRECT HUMAN CONTACT WITH ANY SEWAGE AND HELP PREVENT SPILLS OR
LEAKAGE ON BOTH PRIVATE PROPERTY AND PUBLIC ROADWAYS.
5.THE GEO-TEXTILE FABRIC AND DISTRIBUTION PIPING OR SYNTHETIC MEDIA MUST BE
REMOVED, DRIED AND DISPOSED OF AT A PERMITTED SANITARY LANDFILL AS
MUNICIPAL SOLID WASTE. THIS MATERIAL MUST NOT BE MIXED WITH THE SOIL IF THE
SOIL IS TO BE REUSED OR SPREAD.
6.THE DISTRIBUTION MEDIA, IF ROCK, MUST BE HAULED OFF SITE FOR BURIAL OR
STOCKPILING IN A REMOTE LOCATION TO MINIMIZE HUMAN EXPOSURE TO POTENTIAL
PATHOGENS AND ALLOW FOR PATHOGEN DIE-OFF.
7.BACKFILL WITH CLEAN GRAVEL OR FILL SOIL.
N
SILT FENCE
ASPHALT/CONCRETE TO BE REMOVED
CONSTRUCTION ACCESS
LIMITS OF CLEARING AND GRADING
INLET PROTECTION
LEGEND
STOCKPILE AREA
SAWCUT/LIMITS OF GRIND
EXISTING SURVEYED TREES TO REMAIN
EXISTING TREE TO BE REMOVED
TREE PROTECTION FENCING
CONSTRUCTION NOTES
UTILIZE EXISTING DRIVEWAY DURING INITIAL PHASE OF MOBILIZATION AND SITE
PREPARATION AND DEMOLITION. EXISTING DRIVEWAY TO BE REMOVED.
STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET C2.1
SAWCUT FULL DEPTH
FILTER FABRIC (SILT) FENCE PER DETAIL ON SHEET C2.1
STORM INLET PROTECTION PER DETAIL ON SHEET C2.1
PLASTIC COVERED STOCKPILE PER DETAIL ON SHEET C2.1
REMOVE EXISTING STRUCTURES
REMOVE EXISTING FENCES, WALLS, RR TIES, AND TANK
REMOVE ON-SITE PAVING
SEPTIC TANK AND DRAINFIELD. SEE REMOVAL NOTES
NOT USED
6' HIGH CHAIN LINK TREE PROTECTION FENCING
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TO REMAIN
EARTHWORK QUANTITIES
CUT = 50 CY
FILL = 50 CY
NET = 0 CY FILL
7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SW 1/4 OF THE SE 1/4, SEC. 14, T 23N, R 05E, W.M.
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
3/23/2023RGG
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SAHI
IN REENOTR46937
AS SHOWN ROPPE SFR
ROPPE SFR07-22-2020TED-40-4141A NEW HOUSE DESIGN DAF 6/22 DAF
B REVISED SDMH IN ROW DAF 12/22 DAF
C REVISED FRONTAGE PER CITY AGREEMENT WITH
VICKI ROPPE
DAF 03/23 DAF
C2.0
3 9
TESC PLAN
5
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TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT:
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
Know what's below.
before you dig.Call
R
5
R-414103
12
TYP
DRIPLINES SHOWN ARE APPROXIMATE
FROM KING COUNTY I-MAP AERIAL PHOTO PR18000599C2000331612
DEVELOPMENT ENGINEERING
NJanders 03/23/2023