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SC241737 <br />7RD241737 <br />,ot241737 <br />317241737 <br />JSD241737 <br />Iws241737 <br />TOP241737 <br />(LOCK <br />• <br />• <br />PTN. OF SE 1/4 OF SEC. 17, TWP 29., R5E W.M. <br />-- <br />---- �f _ •- N42105'13'W 25.27' <br />N04356"E 736 <br />-- <br />...iS.. _--a.•= �, •:' ",. N42'04'55V 51.54' <br />v <br />N68'38'49"W 11.18' <br />a. <br />8800' W <br />- --- - ry , <br />8 SED. TRAP <br />ROAD G , <br />v o - <br />` A <br />i � \ <br />SID <br />Q1514 6\ \ \ <br />i Na7ss's4w 1is.sa tiessrolw'�' . <br />7YP <br />SD SO SD <br />, RYP <br />, <br />r <br />s TrP :ROAD ? �/ .. ... \ <br />..._._._ f <br />jQ/f • <br />1 7 �I — l 17 - ' I I SED. TRAP2 <br />5 <br />J <br />i <br />1 <br />r l <br />xr <br />CONSTRUCTION NOTES <br />OSTABILIZED CONSTRUCTION ACCESS PER COE STD. <br />DWG. 201 ON SHE. C1.100, MIN. LENGTH PFR PLAN <br />2 CONSTRUCTION FENCE PER DEE. ON SHE. C1.101 <br />APPROX. LENGTH PER PLAN <br />O3 STORM DRAIN INLET PROTECTION PER COE STD. DWG. <br />210 ON SHE. C1.100 <br />OPERMANENT STORM DRAINAGE IMPROVEMENTS UTILIZED <br />WITH TESC MEASURES <br />OTEMPORARY SILT FENCE PER COE STD. DWG. 214 ON <br />SHE. C1.100, LENGTH PER PLAN <br />O TEMP. INTERCEPTOR DITCH PER DET. ON SHE. C1.101 <br />O7 ROCK CHECK DAM PER DET. ON SHE. C1.101 <br />gO SEDIMENT TRAP PER DET ON SHE. C1.101 <br />O CHAIN LINK GATE W/LOCK <br />NOTES: <br />1. SEE ARCHITECTURAL PLANS IN/BUILDING PERMIT FOR <br />ADDITIONAL SITE LAYOUT INFORMATION. <br />2. ALL U7ILITY TRENCHES CONSTRUCTED IN THE PUBLIC <br />RIGHT OF WAY SHALL BE CONSTRUCTED IN <br />ACCORDANCE WITH COE STD DWG. 614, BEDDING AND <br />COMPACTION PER COE STD DWG. 615 AND 620. <br />3. CONTRACTOR SHALL MONITOR THE FRONTAGE STREETS <br />AND PERIODICALLY STREET CLEAN TO REMOVE ANY <br />SEDIMENT TRACKED OFF THE SITE <br />4. CONTRACTOR SHALL ROU77NELY INSPECT AND MAINTAIN <br />ALL INSTALLED EROSION AND SEDIMENT CONTROL BMPs, <br />ESPECIALLY AFTER STORMS. <br />5. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO <br />STOP SEDIMENTS FROM ENTERING WATERWAYS IF THE <br />PROPOSED BMPs FAIL <br />6. 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 I THROUGH <br />SEPTEMBER 30. <br />7. THE TEMPORARY EROSION AND SEDIMENTA7ON <br />CONTROL (TESC) MEASURES SHOWN IN THESE PLANS <br />SHALL BE CONSIDERED A MINIMUM. THE CONTRACTOR <br />SHALL PROVIDE ANY REASONABLE ADDIBONAL <br />MEASURES AS MAY BE REQUIRED TO FACILITATE <br />ACTUAL SITE RUNOFF CONDITIONS AT THE 77ME OF <br />CONSTRUCTION. ALL NECESSARY EROSION AND <br />SEDIMENTATION CONTROL MEASURES SHALL BE <br />W-PLACE PRIOR TO ANY DEMOL177ON OR CONSTRUCTION <br />ACTIVITIES. <br />8. PERMANENT STORM DRAINAGE FACILITIES MAY BE USED <br />FOR TEMPORARY STORM WATER COLLEC77ON AND <br />CONVEYANCE CONTROLS IN CONJUNCTION WITH <br />NECESSARY TEMPORARY BMPs DURING CONSTRUCTION. <br />ALL PERMANENT STORM DRAINAGE FACILITIES AC77VE <br />DURING CONSTRUCTION SHALL BE CLEANED AND/OR <br />REPAIRED TO GOOD WORKING CONDITION PRIOR TO <br />FINAL PROJECT CLOSEOUT. <br />9. THE PROJECT S17E WAS PREVIOUSLY CLEARED AS PART <br />OF CONSTRUCTION FOR THE PORT OF EVERETT <br />WATERFRONT PLACE CENTRAL FISHERMANS HARBOR <br />PROJECT IN SPRING/SUMMER OF 201Z THE EXTENT OF <br />UTILITIES AND STRUCTURES THAT WERE REMOVED WITH <br />THIS PROJECT MAY DIFFER FROM THAT SHOWN ON THE <br />PLAN <br />I — — <br />LEGEND <br />—X—X—X— <br />SILT FENCE <br />0 0 — <br />CONSTRUCTION FENCE <br />�_.,. <br />TEMPORARY INTERCEPTOR DITCH WIT <br />CHECK DAM <br />SD <br />PERMANENT SO FACILITY <br />_.`. <br />RIPRAP <br />O <br />CATCH BASIN INLET PROTECTION <br />�..�,///] <br />CONSTRUCTION STAGING AND STOCK <br />0l3 <br />¢ R <br />z <br />0 <br />Z <br />z <br />= <br />g <br />� <br />3 <br />o <br />U <br />o <br />Z <br />LlI <br />N <br />5W <br />Q <br />Q <br />a <br />O <br />U) <br />Lu <br />� <br />LL.I <br />> <br />p <br />U <br />m <br />Q <br />� <br />g <br />~ <br />w <br />w <br />CL <br />0 <br />N <br />V <br />RIVERVIEW I, LLC <br />10900 NE 8TH STREET <br />SURE 1200 <br />BELLEVUE, WA 98004 <br />PHONE: (425) 453-9551 <br />CP <br />CONSULTANTS <br />Site Planning • Civil Engineering <br />Lana Use ConsURing • Project Management <br />U431 Wdb RO.NE.Su 120 <br />R9a.""19ea52 <br />1:(425)28523901 fi11(425)28s23e9 <br />_w p"*......... com <br />PROJECT NO. <br />0024-17-037 <br />N DRAWING <br />C1.02 <br />0 30 60 Know what's below. <br />CaII before you dig. SHEET 6 OF 44 <br />PLAN IN FEET co�r p' 2oie cRn co�z� - uiR.nRae—. <br />