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PTN. OF W 1/2 SE 1/4 <br />TESC NOTES <br />of of <br />U o 0 <br />0 <br />0 <br />0 <br />0 <br />/ <br />0 <br />0 <br />w <br />0 <br />115 <br />Know what's below. <br />Call before ou <br />PROPERTY BOUNDARY (TYP.) <br />00480600101200 <br />OF SEC 14, TWP 28N, R4E W.M. <br />L------- <br />o <br />o10802 0001600 <br />U71LI71ZE BYPASS DISPERSION -- <br />TRENCH FOR SEDIMENT POND 37LF 5 138LF 12 <br />RELEASE, UNTIL VAULT IS / <br />CONSTRUCTED AND OPERATIONAL <br />0I <br />I <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />� o <br />0 <br />0 <br />0 <br />0 <br />OSTABILIZED CONSTRUCTION ACCESS PER COE STD. <br />DWG. 201 ON SHT. C1.100, MIN. LENGTH PER PLAN <br />OCONSTRUCTION FENCE PER DET. ON SHT. C1.101 <br />APPROX. LENGTH PER PLAN <br />O3 STORM DRAIN INLET PROTECTION PER COE STD. DWG. <br />210 ON SHT. C1.100 <br />O4 PERMANENT STORM DRAINAGE IMPROVEMENTS UTILIZED <br />WITH TESC MEASURES <br />O5 TEMPORARY HIGH VISIBILITY SILT FENCE PER COE STD. <br />DWG. 214 ON SHT. C1.100, LENGTH PER PLAN <br />O TEMP. INTERCEPTOR DITCH PER DET. ON SHT. C1.101 <br />O ROCK CHECK DAM PER DET. ON SHT. C1.101 <br />80 SEDIMENT TRAP PER DET. ON SHT. C1.101 <br />OTEMP. CULVERT, APPROX. LENGTH AND SIZE PER <br />PLAN, S=2% MIN. <br />1 D DISPERSION TRENCH FOR RUNOFF DISCHARGE TO <br />WETLAND. CONTRACTOR TO ENSURE RUNOFF MEETS <br />NPDES TREATMENT REQUIREMENT PRIOR TO RELEASE. <br />APPROX. LIMIT OF GRADING, SEE TYPICAL CLEARING <br />LIMITS DET. ON SHT. C1.101 <br />12 PLACE HIGH VISIBILITY FENCE AT THE TOP OF ALL <br />WALLS <br />LEGEND <br />HIGH VISIBILITY SILT FENCE PER COE <br />#214/DOE BMP C233 <br />X X X HIGH VISIBILITY CONSTRUCTION FENCE <br />PER DOE BMP C103 <br />ME <br />CATCH BASIN INLET PROTECTION PER <br />COE #210/DOE BMP C220 <br />CONSTRUCTION STAGING AND <br />STOCKPILE AREA <br />TEMPORARY INTERCEPTOR DITCH W/ <br />ROCK CHECK DAM PER DOE BMP <br />C200 AND C207 <br />GRAVEL CONE RISER <br />SEDIMENT TRAP <br />TEMPORARY CULVERT <br />NOTES. <br />1. ALL UTILITY TRENCHES CONSTRUCTED IN THE PUBLIC <br />RIGHT OF WAY SHALL BE CONSTRUCTED IN <br />ACCORDANCE WITH COE STD DWG. 614. <br />2. CONTRACTOR SHALL MONITOR THE FRONTAGE STREETS <br />AND PERIODICALLY STREET CLEAN TO REMOVE ANY <br />SEDIMENT TRACKED OFF THE SITE. <br />3. CONTRACTOR SHALL ROUTINELY INSPECT AND MAINTAIN <br />ALL INSTALLED EROSION AND SEDIMENT CONTROL BMPs, <br />ESPECIALLY AFTER STORMS. <br />4. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO <br />STOP SEDIMENTS FROM ENTERING WATERWAYS IF THE <br />PROPOSED BMPs FAIL. <br />5. EXPOSED AND/OR DISTURBED SOILS SHALL REMAIN <br />UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN <br />TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND <br />FOR NO MORE THAN 7 DA YS FROM MA Y 1 THROUGH <br />SEP 1 EMBER 30. <br />6. THE TEMPORARY Y EROSION AND SEDI MEN TA TT ON <br />CONTROL (TESC) MEASURES SHOWN IN THESE PLANS <br />SHALL BE CONSIDERED A MINIMUM. THE CONTRACTOR <br />SHALL PROVIDE ANY REASONABLE ADDITIONAL <br />MEASURES AS MAY BE REQUIRED TO FACILITATE <br />ACTUAL SITE RUNOFF CONDITIONS AT THE TIME OF <br />CONSTRUCTION. ALL NECESSARY EROSION AND <br />SEDI MEN TA TION CONTROL MEASURES SHALL BE <br />IN -PLACE PRIOR TO ANY DEMOLITION OR CONSTRUCTION <br />ACTT VI TIES. <br />7. PERMANENT STORM DRAINAGE FACILITIES MAY BE USED <br />FOR TEMPORARY STORM WATER COLLECTION AND <br />CONVEYANCE CONTROLS IN CONJUNCTION WITH <br />NECESSARY TEMPORARY BMPs DURING CONSTRUCTION. <br />ALL PERMANENT STORM DRAINAGE FACILITIES ACTIVE <br />DURING CONSTRUCTION SHALL BE CLEANED AND/OR <br />REPAIRED TO GOOD WORKING CONDITION PRIOR TO <br />FINAL PROJECT CLOSEOUT. <br />8. TESC BMP REFERENCE CITY OF EVERETT STANDARD <br />DRAWINGS AND SPECIFICATION OR ARE PER THE <br />WASHINGTON STATE DEPARTMENT OF ECOLOGY 2019 <br />STORMWATER MANAGEMENT MANUAL FOR WESTERN <br />WASHINGTON STANDARD DETAILS AND SPECIFICATIONS. <br />THIS SHEET IS INFORMATIONAL ONLY. SEE <br />CITY OF EVERETT PERMIT PW2211-017 FOR <br />APPROVED SWPPP, TESC PLANS AND <br />DETAILS AND STRUCTURAL PLANS. <br />N <br />0 30 60 <br />PLAN IN FEET <br />Copyright © 2023 CPH Consultants, LLC. All Rights Reserved. <br />>. o 0 <br />m 2 2 <br />W <br />0 <br />a <br />z <br />0 <br />� <br />U <br />� <br />w <br />� <br />m <br />a <br />o <br />LU <br />Q <br />M <br />N <br />� <br />M <br />N <br />N <br />0 <br />z <br />54944 <br />�0 <br />THE AS -BUILT INFORMATION <br />SHOWN ON THIS PLAN IS PER <br />A FIELD SURVEY PERFORMED <br />BY MEAD GILMAN ASSOCIATES <br />AND/OR RECORD DATA <br />PROVIDED BY THE <br />CONTRACTOR. <br />0 <br />0 <br />z <br />w <br />ct <br />o <br />a <br />z <br />� <br />O0 <br />� <br />J <br />� <br />U <br />v <br />J <br />cc <br />� <br />W <br />Q <br />:z) <br />� <br />�Lu <br />CLIENT <br />PACIFIC RIDGE HOMES <br />17921 BOTHELL-EVERETT HWY <br />SUITE 100 <br />BOTHELL, WA 98012 <br />CONSULTANTS <br />Site Planning • Civil Engineering <br />Landscape Architecture • Land Use Consulting <br />11321-B NE 120th Street <br />Kirkland, WA 98034 - (425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98801 - (509) 293-7731 <br />www.cphconsuItants.com <br />PROJECT NO. <br />0132-21-023 <br />DRAWING <br />Cl-00 <br />SHEET 4 OF 36 <br />