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NO. 0. 20468 2046848 V <br />AREA ACQUIRED BY <br />o z SUPERIOR COURT CASE <br />LOT 28 N0. 93014 <br />TOSLAND HALF ACRE GARDEN TRACTS <br />VOL. 11, PG. 101 <br />I S53 0821 "W 27.67' y/�ywgY S26 <br />V <br />Knaw <br />whar's below. <br />VOLI a. <br />OSTABILIZED CONSTRUCTION ACCESS PER COE STD. <br />DWG. 201 ON SHT, C1.100, MIN. LENGTH PER PLAN <br />2 CONSTRUCTION FENCE PER DET. ON SHT. 01.101 <br />APPROX. LENGTH PER PLAN <br />O3 STORM DRAIN INLET PROTECTION PER COE STD. DWG. <br />210 ON SHT. C1.100 <br />OPERMANENT STORM DRAINAGE IMPROVEMENTS UTILIZED <br />WITH TESC MEASURES <br />O5 TEMPORARY SILT FENCE PER COE STD. DWG. 214 ON <br />SHT. C1.100, LENGTH PER PLAN <br />O TEMPANTERCEPTOR DITCH PER DET. ON SHT. C1.101 <br />77 ROCK CHECK DAM PER DET. ON SHT. C1.101 <br />O SEDIMENT TRAP PER DET. ON SHT. C1.101 <br />OTEMP. CULVERT, APPROX. LENGTH AND SIZE PER <br />PLAN, S=2% MIN. <br />10 GRAVEL CONE RISER AND 12" LCPE OUTLET PIPE PER <br />DET ON SHT. C1.101 <br />0APPROX. LIMIT OF GRADING, SEE TYPICAL CLEARING <br />0 LIMITS DET. ON SHT. C1.101 <br />LEGEND <br />—X X X— <br />SILT FENCE PER COE #214/DOE <br />BMP C233 <br />— 0 0 — <br />CONSTRUCTION FENCE PER DOE <br />BMP C103 <br />O <br />CATCH BASIN INLET PROTECTION <br />PER COE #210/DOE BMP C220 <br />CONSTRUCTION STAGING AND <br />STOCKPILE AREA <br />TEMPORARY INTERCEPTOR DITCH <br />W/ ROCK CHECK DAM <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 DAYS FROM MAY 1 THROUGH <br />SEPTEMBER 30. <br />6. THE TEMPORARY EROSION AND SEDIMENTATION <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 />SEDIMENTATION CONTROL MEASURES SHALL BE <br />IN -PLACE PRIOR TO ANY DEMOLITION OR CONSTRUCTION <br />ACTIVITIES <br />Z 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 />z <br />O <br />z <br />a <br />z <br />U <br />x <br />0 <br />x <br />0 <br />z <br />rn <br />VN/ <br />NZ <br />I..L <br />Z <br />� <br />U <br />v <br />W <br />Z <br />m <br />W <br />� <br />O <br />a <br />ILL <br />LL <br />U <br />CLIENT <br />FOUR CORNERS, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, INA 98004 <br />PHONE: (425) 453-9551 <br />C P H <br />CONSULTANTS <br />Site Planning • Civil Engineering <br />Landscape Architecture - Land Use Consulting <br />11321-B NE 1201h Street <br />Kirldand, 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 />0024-18-042 <br />N <br />DRAWING <br />0 50 100 <br />C1.01 <br />PLAN IN FEET <br />SHEET 5 OF 51 <br />Copyright 0 2020 CPH consultants, LLC. 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