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6202 ASSOCIATED BLVD 2019 Plans 2022-10-27 (2)
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6202 ASSOCIATED BLVD 2019 Plans 2022-10-27 (2)
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Last modified
10/27/2022 4:06:46 PM
Creation date
10/18/2021 3:32:37 PM
Metadata
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Address Document
Street Name
ASSOCIATED BLVD
Street Number
6202
Permit
PW1904-001
Year
2019
Notes
Site work for new 73,000 SF warehouse / office building
Address Document Type
Plans
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Al <br />a <br />C) <br />2f <br />LENGTH AS REQUIRED 100' I! <br />MAY BE REDUCED TO50' Mi! <br />SITES WITH LESS THAN ONE, <br />OF EXPOSED SOIL OR APPRO <br />PLACE CONSTRUCCTION? CEO! <br />STAs1LISATION FR.OMTHEEi <br />R,OAD'AlAYT'D THE CON STRt <br />OR AS DIRECTED BY THE ENC,.. <br />ISOMT C SEW <br />CONSTRUCTION ENTRANCE <br />CONSTRUCTION ACCESS <br />0 <br />NOTES <br />1, STABILIZED CONSTRUCTION ENTRANCE SHALL <br />M EET THE REQUI RE M E NITS OF WSDO, T STAN DARD <br />SPECIFICATION SECT10111 S-01.3(7); <br />INSTALL DRIVEN,lVAY CULVEP <br />IF THERE IS A ROADSIDE DITCH <br />PRESENT <br />30' N"" I T YP9CAL <br />PERMEABLE BALLAST TYPICAL SEE <br />STANDARD SPECIFICATION,' <br />SECTION 9-01)(2) <br />PROVME RILL iNIYDTH OF <br />WGRESS,M EGRESS AREA <br />3s, MIN <br />LVSDOT STD PLAN 1-80.10-02 ACCEPTABLE S1.185T11"UTE <br />CITY OF EVERETT <br />PUBLIC WORD'S DEPARTAAENT <br />VAN 15 IPtx+}IEirii:-•RV <br />CONSTRUCTION ACCESS201v <br />NOTES <br />ATTACH IN A MANNER THAT POST SEE WSDOT STANDARD <br />ASSURES FABRIC IS FIRMLY � SPECIFICATION$ 9-01..3(1J(, 1. INSTALL THE ENDS OF THE SILT PENCETO POINT <br />HELD Bt'°THEBACKUP SLIGHTLY LIPS LOPE TOPREVENT SED€MENTFROM <br />SUPPORT IN AWAY 'k THAT FLOWING AROUND THE ENDS OF THE FENCE, <br />REDUCES POTENTIAL <br />FOR FABRIC TEARING 2. PERFORM MAINTENANCE IN ACCORDANCE WITH <br />F FASTEN GEOTE TILE TO WSDOI STANDARD SPECIFECA T`ION5 B-a1.3(P)A <br />POST EVERY ` EN O.C. AND S-Q1,5(15). <br />BAC UP t1PPC7PT'--r S 1 SPLICES 51-IALL NEVER BE PLACED IN LOW SPOTS <br />1 k mi a f OR SUMP LO A"rIONS. IF SPLICES ARE LOCATED IN <br />LOW OR SUMP AREAS, THE FENCE. WIRY NEED TO <br />BACKFILLED & �Li ,'r. 1 `" SELF-LOCICiNG 71E NYLi NE BE REINSTALLED UNLESS OTHERWISE APPROVED. <br />COMPACTED <br />1If k���kr � o �— — <br />NATIVE 5c?iL .. _ 6/6 (MiN GRADE) <br />GE'OTE,XTIILE f� x' 4. INSTALL SILT FENCING PARALLEL.T`O MAPPED' <br />"y> 120 MINTENSILE-STRENf.T'fH, <br />UV STABILIZEDCONTc7t RR LINES. <br />LL .5. DURING EXCAVATION, fOI+I, IV'11NI6>Yf9E DISTURBING <br />r THE GROUND AROUND TRENCI`i AS MUCH AS IS <br />rd1N, FEASIBLE, AND SMOOTH SURFACE FOLLOWING <br />ky y, E:YCRVATfONTorAVOID CONCENTRATING FLOWS. <br />COMPACTION MUST BE ADEQUATE TO PRtEVEN T <br />BURYGEOTEXTiLE L!NDEiCLI`aT4fNG FLOWS, <br />IN TRENCH <br />_. GEOTEXTILE FOR <br />c, �ILt FENCE <br />BAi i k9i� SL9L'POItiT <br />C <br />`Sr .,,, f p .,�.. ! `Y'PiCALr <br />l SEE STANDARD SPECIFICATIONr`� STEEL POST ' (T <br />TYPICAL' <br />Sr <br />�p7 {If SECTION 9-33:2 (1), TABLE.,_....,N `�, � ( A.IWICAL INSTALLATION DETAIL <br />DRAT <br />RAI <br />SEDI <br />AND <br />SECTION VIEW <br />)W BYPASS <br />NLET'GRATE <br />,) WATER <br />RETRIEVAL SYSTEM. <br />TYPICAL <br />DRAINAGE GRATE fT <br />i <br />�I <br />BELOW 1NLE T GRATE <br />a DEVICE — OVERFLOW BYPASS <br />C ,a <br />TYPICAL <br />i'� r <br />4"t r F. <br />Z ' L�. . <br />�c <br />ISOMETRIC VIEW <br />� STORM DRAIN INLET PROTECTION <br />NOTES <br />1, CATCH B.ASiN INSERTS SHALL EE REMOVED A`3 TIff <br />END OF THE PROJECT:' <br />2 CATCH BASIN IINSERTS ARE CkS` LY O BE INSTAL.LrD, I <br />DRAINAGE DEVICES PER THE Mf` NUFA;CTURES`'S <br />RECOMMENDATIONS, CATCH BASIN INLET=INSERTS <br />SHALE. BE INSTALLED IN CURB INLETS, <br />S. CATCH BASIN INSERTS SHALE. BE INSTALLED PRIOR TO <br />CLEARING AND GRADING ACTIVITY, OR UPON <br />PLACEMENT OF A NEW CATCH BASIN. <br />4. SEDIMENT SHALL BE REMOVED FROM THE UNff <br />WHEN IT BECOMES ONE: THIRD FULL OR IN <br />ACCORDANCE `1 i i H THE MANUFACTURES' <br />INSTRUCTIONS. <br />5. SEDINIENT REMOVAL SHALL BE ACCOMPLISHED BY <br />REMOVING THE INLET INSERTS, EMPTYENG,AND <br />PEE -INSTALLING IT INTO THE CATCH BASIN, DO NOT <br />WASH SEDIMENT INTO STORM BRAINS WHILE <br />CLEANING. <br />6. SIZE THE BELOW INLET CRATE DEVIICE (BIGD) FOR THE <br />STORMWATER STRUCTURE IT WILL SERVICE. <br />;T. THE BIGD SHALL HAVE P BUILT-IN HIGH-FL.fAV RELIEF <br />SYSTEM (OVERFLOW BYPASS). <br />ems, THE RETRIEVAL SYSTE. M P UST ALLOW IREMCVAIL.OF <br />THE BIGD WITHOUT SPILLING THE COLLECTED <br />IviATERLAL. <br />B+ PERFORM MAINTENANCE IN ACCORDANCE WITH <br />STANDARD SPECIFICATION 8-013(15). <br />W IDOT STD PLAN 1-4 .20-00 ACCEPTABLE SUBSTITUTE TE IF <br />MAINTENANCE MEETS NOTES 1-5 <br />CITY OF EVERETT <br />ws <br />�Far PUBLIC WORKS DEPARTMENT <br />zr.laWs �^tcarriE��srxFir rr..��rsi�}ieYnn i .. �s}t }1�,�YSCAj2C!�e <br />STORMDRAIN INLET <br />PROTDCTION <br />+ <br />c� <br />PERMIT <br />x <br />44 <br />h <br />6202 ASSOCIATED <br />mac;,. � - <br />a < M ` _ ,may s. �. �. BOULEVARD ESC e x � <br />
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