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C <br />• <br />CONSTRUCTION NOTES <br />NOTES.' m a <br />1. SEE ARCHITECTURAL PLANS W/BUILDING PERMIT FOR <br />ADDITIONAL SITE LAYOUT INFORMATION. <br />2. ALL UTILITY TRENCHES CONSTRUCTED IN THE PUBLIC <br />RIGHT OF WAY SHALL BE CONSTRUCTED IN <br />ACCORDANCE W17H COE STD DWG. 614, BEDDING AND <br />COMPACTION PER COE STD DWG. 615 AND 620. <br />r <br />WITH TESC MEASURES 3. CONTRACTOR SHALL MONITOR THE FRONTAGE STREETS <br />CATCH BASIN INLET PROTECTION AND PERIODICALLY STREET CLEAN TO REMOVE ANY <br />OSEDIMENT TRACKED OFF THE SITE. <br />TEMPORARY SILT FENCE PER COE STD. DWG 214 ON <br />SHECL100, LENGTH PER PLAN CONSTRUCTION STAGING AND STOC - / 4. CONTRACTOR SHALL ROUTINELY INSPECT AND MAINTAIN <br />(� TEMP. INTERCEPTOR DITCH PER DET. ON SHE C1.101 <br />ALL INSTALLED EROSION AND SEDIMENT CONTROL BMPs, <br />\.. ESPECIALLY AFTER STORMS. z o <br />\ 0 3 <br />(D ROCK CHECK DAM PER DET. ON SHT. C1.101 \N 5. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO <br />O \ SEDIMENT TRAP PER DET. ON SHT. C1.101 \\ \ \\ J \ `\ PROPOSED STOP I BMPs FAIL. <br />MENTS OM ENTERING WATERWAYS IF THE <br />9 CHAIN LINK GATE WILOCK�*., <br />\ 6. EXPOSED AND OR DISTURBED SOILS SHALL REMAIN a <br />\�� \ UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN "Farl <br />TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND o <br />FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH Z <br />SEPTEMBER 30. kl <br />7. THE TEMPORARY EROSION AND SEDIMENTA7ION <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 S17E RUNOFF CONDITIONS AT THE 77ME OF <br />Ory •'� - \ SEE SHT. C1.02 5 ��. \ '��` \:°�\ / \ CONSTRUCTION. ALL NECESSARY EROSION AND <br />SEDIMENTATION CONTROL MEASURES SHALL BE <br />AA . <br />W-PLACE PRIOR TO ANY DEMOLITION OR CONSTRUC77ON <br />ACTIVITIES. <br />\\\ : 8. PERMANENT STORM DRAINAGE FACIL177ES MAY BE USED <br />FOR TEMPORARY STORM WATER COLLEC77ON AND / <br />__ \ \\"�,, ` �\` \\ J\ , \ ,�✓,�. ._.,___ CONVEYANCE CONTROLS IN CONJUNCTION WITH <br />/ ' 7.\ /` �� '?\ \ \ ����� v �\ ! \}•. NECESSARY TEMPORARY BMPs DURING CONSTRUCTION. <br />SEE C1.02is <br />o \ \ ,\ \.� �` /\ \ DURINGPERMANENT <br />SHALL BE CLEANEDEAND/OR <br />- <br />�h '.\ 7YP - ` t � �- � REPAIRED TO GOOD WORKING CONDITION PRIOR TO <br />��, / FINAL PROJECT CLOSEOUT. <br />X, <br />9. THE PROJECT SITE WAS PREVIOUSLY CLEARED AS PART <br />j ---- /7YP.� 4 \ WAFTERFRONT PLACE CENTRAL FISHERMAN'SEVERETT <br />0 <br />%� TIPCONS7RUCTION FOR THE PORT OF <br />Ui - ✓! .._._% 'T '>� a` �` '� \ \ PROJECT IN SPRING SUMMER OF 201Z THE EXTENT OF ? <br />/ / \ <br />UTILITIES AND STRUCTURES THAT WERE REMOVED WITH rn <br />_ ✓ /lr7; rr !✓.�nlT! \ : '-- THIS PROJECT MAY DIFFER FROM THAT SHOWN ON THE a 3 <br />PLAN. <br />— ------ <br />"�� i UO -' = .`•' ---- <br />CONSTRUCTION \\\r\ / /OPT/ '\�.\ \ 0 <br />O <br />\/ �\ <br />- STAGING -AREA - .\ \ <br />, <br />0 <br />T5995'E 1171'. �'� W h <br />to ...✓ W <br />\j. <br />Lu <br />Kzlzz <br />11, _...,. _�— ,., � F� —..,� _ <br />., r <br />�4� '- �\+ \- .. .-�\ ♦ � Q <br />. <br />�. <br />/ - — �t�� . �: o <br />y \. <br />ROAD <br />_ < - - - \� O <br />t_ <br />'� <br />$�+� ✓ 4 <br />�� r <br />I \ 1 <br />p e� <br />Y. <br />-x - - <br />!Vi <br />r <br />:.> . \ \ \ <br />e�lo <br />W <br />r - <br />_ _- ,_ -'_ '- �. \ -- ' - - _ ,-:',--_ �;� - _ - --��r 7l r✓rr. -'"€ rt::� �f. Jr!✓?Rlr� - wm <br />`-`• <br />ROAD a�-,;:.. \.../ F .... __:µq .. - ......._ _. __ ! ^; - _ ._...... __ - ... _ Iltrr�-!lz-r>;�Trr..,.x \`'.' e'� <br />_.. _ r- c-.- ... __ \ TENT <br />., ... __ <br />- 3. -,. ^. K �' `-- — ___ - . .. : v - ✓ - SEED. TRAP <br />' <br />x� \4N CLIENT <br />RIVERVIEW I, LLC <br />} <br />ET <br />`�.._. __—_--- . - ✓ i _ -' __ '. - _ __ ' - _ ._. �.5 ...... _ ._. ... _ _� 1090SUITE 1200 RE <br />..2 897:LF _ .. .... _ - _ _ :_.% _ - .. \ BELLEVUE. WA 98004 <br />\ \ r <br />- <br />'. _- < .1 _ - 4 l .. ._.. 7 --" \ PHONE: (425) 453-9551 <br />_.. .- <br />- 802103't 774.27- <br />- <br />- <br />_ ^ . <br />SENATOR HENRY M JACKSON PARE( -\ <br />CONSULTANTS <br />,- ... Site Planning• CN1 Engineering <br />` _... �•t _ � ./ - ,� land Use Consulting • <br />�._ PS , Management <br />1631WIxRNEune]2(bOPlroee:142 )21523e01 FPS142128623R9 <br />www. caa con s ulta n ts. co m <br />' PROJECT No- <br />• 0024-17-037 <br />Q- DRAWING <br />C1.01 <br />0 30 60 Know what's below. <br />Call before you 5 SHEET DE 44 <br />PLAN INFEET oRrri�•®zoie erR rAe::,mess, uc aRi�:ss Reu:.rea. <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 />OSTORM DRAIN INLET PROTECTION PER COE STD. DWG. <br />210 ON HT. CIAOO <br />OPERMANENT STORM DRAINAGE IMPROVEMENTS UTILIZED <br />LEGEND PTN, OF SE 1/4 OF SEC. 17, TWP 29., R5E W.M. <br />—X—X—X— SILT FENCE <br />—0-0— CONSTRUCTION FENCE <br />T...� TEMPORARY INTERCEPTOR DITCH WI <br />CHECK DAM <br />SD PERMANENT SO FACILITY <br />RIPRAP <br />