3718 HOYT AVE 2024-02-28 - Laserfiche WebLink

NOTES NOTES 1. STABILIZED CONSTRUCTION ENTRANCE SHALL ATTDHINA MANNER LY SOSTSEATIONS 5TA3(9)A 1. INSTALL THE ENDS OF THE SILT FENCE TO POINT MEET THE REQUIREMENTS OF WSDOT STANDARD ASSURES FABRIC IS FIRMLY SPECIFICATIONS 8-01.3(9)A SUGHTLY UPSLOPE TO PREVENT SEDIMENT FROM SPECIFICATION SECTION 8-01.3(7). HELD RTAC IN WAY THAT FLOWING AROUND THE ENDS OF THE FENCE. REDSUPPORT IN WAYTHAT FOR 11 S THE POTENTIAL FOR FABRIC TEARING 2. PERFMOOR STANDARD NANCE LIC ACCORDANCE WRH FASTEN ERY 6"IN D.C.O MOOT STANDARD SPECIFICATIONS 8-01.3(9)A POST EVERY 6"IN O. AND 8-01.3(15). BACKUPSUPPORT--- 3. SPLICES SHALL NEVER BE PLACED IN LOWSPOTS OR SUMP LOCATIONS.IF SPLICES ARE LOCATED IN _ q? LOWORSUMPAREMTHE FENCE MAY NEEDTO INSTALL DRIVEWAY CULVERT BACKFILLED& N f BE REINSTALLED UNLESS OTHERWISE APPROVED. IF THERE ISAROADSIDE DITCH COMPARED - /�SELF-LOCKING TLE-NYLONE 6/6(MIGRACE)PRESENT NATIVE SOIL�EOTE%TN1 '� 12M MINN TENSILE STRENGTH, 1. INSTALL SILT RUNENCING PARALLEL TO MAPPED 25 UV STABILIZED CONTOUR LINES. FLOLO`` S. DURING EXCAVATION,MINIMIZE DISTURBING 25' THE GROUND AROUND TRENCH AS MUCH ASIS FEASIBLE,AND SMOOTH SURFACE FOLLOWING E%L�LHG ROAD 30'MIN TYPICAL m\ G FLOWS. COMPACTION MUSTXCAVATION TO BE E ADEQUATID E TON PREVENT BURY GEOTEXTILE UNDERCUTTING FLOWS. IN TRENCH _ ° �F BACKUP SUPPORT _. _ 2 GEOTEXTILE FOR SILT FENCE ,!; y (TYPICAL) STEELPSEE STANDARD SPECIFICATION � ,,', �. (TYPICAL II SECTION 9-33.2(1),TABLE 6 /;%;' _ r PERMEABLE BALLAST TYPICAL SEE STAND ARDSPECIFICATION �, %i� \\� SECTION 9-03.9(2) 1'MIN TYPICAL INSTALLATION DETAIL \, %.// Q-0 FABRIC M / LENGTH AS REQUIRED I 'MIN,EXCEPT DEPTH (GEOTFXTILE) MAY BE REDUCEDT050'MIN FOR TYPICAL I (TYPICAL) SITES WITH LESS THAN ONE ACRE OF EXPOSED SOIL OR APPROVED BY INSPECTOR INSTALLBDKUP SUPPORT FOR THE GEOTEXNU SEE STANDARD qqq SPECIFICATION SECTION 8.01.3(9)A PLACE CONSTRUCTION GEOTEXTILE FOR SOIL @ - STABILIZATION FROM THE EDGE OF THE EXISTING PROVIDE FULL WIDTH OF ROADWAY TO THE CONSTRUCTION ENTRANCE, INGRESS/EGRESS AREA \ /' p�'Qp W�`" SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER OR AS DIRECTED BY THE ENGINEER 15'MIN by `- TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE FENCE AT THE OVERLAP. § i5 SPLICE DETAIL ISOMETRIC VIEW § I TYPICAL SILT FENCE WSDOTSTDPIAN43o.1"2ACCEPTABLE SUBSTITUTE CONSTRUCTION ENTRANCE - EXCEPT STEEL POST REQUIRED WSDOT STD PLAN I-80.10-02 ACCEPTABLE SUBSTITUTE WITH BACKUP SUPPORT CITY OF EVERETT oEo" ISOMETRIC CITY OF EVERETT PUBLIC WORKS DEPARTMENT ` Qp. PUBLIC WORKS DEPARTMENT 8' ""2r`nxsus xu+xmw vv°wsTxu,ew es " ZO ^° srs vu.`x.xew 04/03/2017 j CONSTRUCTION ACCESS 201 I _ TEMPORARY SILT FENCE 214 NOTES 5'MA% 1. CATCH OPTION:STOCKPILE EXISTING TOPSOIL � NDO WIN INSERTS SHALL BE REMOVED AT THE END THE PROSECT. DRAINAGE GRATE TRIM STOCKPILE EXISTING TOPSOIL DURING GRADING.STOCKPILE AND COVER SOIL 2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN WITH WEED BARRIER MATERIAL THAT SHEDS MOISTURE YET ALLOWS AIR DRAINAGE DEVICES PER THE MANUFARURES'S pNSMIS510N,IN APPROVED LOCATION,PRIOR TO GRADING.REPLACE RECOMMENDATIONS.CATCHHMININLRINSERTS TII STOCKPILED TOPSOIL PRIOR TO PLANTING.STOCKPILED TOPSOIL SHALL BE GRATE FRAME OVERFLOW BYPASS SHALL BE INSTALLED IN CURB INLETS. TESTEDAND AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR 3"4"(SETTLED)ARBORIST BELOW INLET GRATE DEPTH REQUIREMENTS EITHER AT PREAPPROVED RATE OR CALCULATED GRASS SEED OR S00 SEDIMENT 3. CATCH WININSERTSGRADING NITS,BE INSTALLED PRIOR TO RATE.ALL SOIL AREAS DISTURBED OR COMPARED DURING CONSTRUCTION, WOOD CHIP MULCH AND DEBRIS DEVICE CLEARING ANDGMDING ACTIVITY,OR UPON AND NOT COVERED BY BUILDINGS OR PAVEMENT,SHALL BE AMENDED WITH PLACEMENT OFA NEW CATCH BASIN. COMPOST AS DESCRIBED BELOW. 3"OF COMPOST 1.75"OF COMPOST - FILTEREDWATER 4, SEDIMENT SHALL BE REMOVED FROM THE UNIT 1. SCAPIFICATION:IF PLACED TOPSOIL PLUS COMPOST OR OTHER INCORPORATED INTO INCORPORATED INTO WHEN IT BECOMES ONE THIRD FULL OR IN ORGANICMATERIAL WILL AMOUNTTO LESS THAN 12 INCHES,SCARIFY 5'OF SITE SOIL(TOTAL 6,25"OF SITE SOIL ACCORDANCE WITH THE MANUFACTURES' OR TILL SUBGRADE TO DEPTH NEEDED TO ACHIEVE 12 INCHES OF AMENDED DEPTH OF (TOTALAMENDED INSTRUCTIONS. LOOSENED SOIL AFTER TOPSOILAND AMENDMENTARE PLACED. 9.5",FOR A SETTLED DEPTH OF 9.5",FOR A ENT(RE SURFACE SHOULD BE DISTURBED BY SCARIFICATION.DO NOT DEPTH OF B"1 SETTLED DEPTH OF B") 5. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY SCARIFY WITHIN DRIP UNE OF EXITING TREES TO BE RETAINED. 8" REMOVING THE INLET INSERTS,EMPTYING,AND RE-INSTAUNG IT INTO THE CATCH BASIN.DO NOT 2. SETBACKS:TO PREVENT UNEVEN SETTLING,DO NOT SUBSOIL SCARIFIED 4" SUBSOIL SCARI FIED 4" WASH SEDIMENT INTO STORM DRAINS WHILE COMPOST-AMEND SOILS WITHIN 3 FEET ON CENTER OF UTILITY BELOW COMPOST BELOW COMPOST CLEANING. INF RASTRUCTURE(POLES,VAULTS,METERS ETC.).WITHIN ONE FOOT AMENDED LAYER AMENDED LAYER(12" OF PAVEMENT EDGE,CURBS AND SIDEWALKS;SOILSHOULD BE BELOW SOIL SURFACE) 12" BELOW SOIL SURFACE) 6. SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE COMPARED TO APPROXIMATELY 9096 MAX.MODIFIED PROCTOR - STORM WATER STRUCTURE IT WILL SERVICE. DENSITY(ASTM D1557)TO ENSURE A FIRM SURFACE.DO NOT COMPACT WITHIN TREE PROTECTION ZONE. 7. THE BI GO SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF PLANTING BEDS TURF(LAWN)AREASAREASSECTION VIEW SYSTEM(OVERFLOW BYPASS). 1. PREAPPROVED 3INCHES LLI 1. COMPOSTED DATERIPLACE 1.75INCHES OF 8. THE RETRIEVAL HOUSYSTEM MUST ALLOW REMOVAL OF COMPOSTED MATERIAL AND ROTOTILL INTOS COMPOSTED MATERIAL AND ROTOTILL INTO 6.25 THE IGD WITHOUT SPILLING THE COLLECTED OPTION:AMEND EXISTING TOPSOIL INCHES OF EXISTING SITE SOILS(A TOTAL INCHES OF EXISTING SITE SOILS(A TOTAL MATERIAL AM EN DED DEPTH OF ABOUT 9.5 INCHES,FORA AMENDED DEPTH OF ABOUT 9.5 INCHES,FORA SETTLED DEPTH OF B INCHES). SETTLED DEPTH OF 8 INCHES). 9. PERFORM MAINTENANCE IN ACORDANCEWITH AMEND EXISTING SITE TOPSOIL,OR SUBSOIL,EITHER AT PREAPPROVED RATE RETRIEVALSYSTEM STANDARD SPECIFICATION 8-01.3(15). OR AT CALCULATED RATE BASED ON TESTS OF THE SOIL AND AMENDMENTS. 2. CALCULATED HATE:PLACE CALCULATED 2. CALCULATED HATE:PLACE CALCULATED TYPICAL ALL SOILAREASDISTUDINGS OR PACTED DURING BE AMENDED WITHON D AMOUNT OF COMPOSTED MATERIAL OR AMOUNT OF CM POSTED MATERIAL OR NOTCOVERED BY BUILDINGS OR PAVEMENT,SHALL BE AMENDED WITH APPROVED ORGANIC MATERIAL AND ROTOTILL APPROVED ORGANIC MATERIAL AND ROTOTILL DRAINAGE GRATE ggy COMPOST AS DESCRIBED BELOW. INTO DEPTH OF SOIL NEEDED TO ACHIEVE 8 INTO DEPTH OF SOI L NEEDED TO ACHIEVE 8 1. SCARIFICATION:SCARIFY OR TILL SUBGRADE TO S INCHES DEPTH(OR INCHES OF SETTLED SOIL AT 10%ORGANIC INCHES OF SETTLED SOIL AT 5%ORGANIC TO DEPTH NEEDED TO ACHIEVE A TOTAL DEPTH OF 12 INCHES OF CONTENT. CONTENT. UNCOMPACTED SOILAFTER CALCULATED AMOUNT OF AMENDMENT IS 3. RAKE BE DS TO SMOOTH AND REMOVESURFACE 3. WATER OR ROLL TO COMPACT TO 85%OF ADDED).ENTIRE SURFACE SHOULD BE DISTURBED BY SCARIFICATION. ROCKS URGER THAN 2INC HES DIAMETER. MAXIMUM DRY DENSITY.RAKE TO LEVEL AND DO WHERENOTSCSCARRIFY WITHINN W LINE OFEXISTINGTREE ROSTO BE RETAINED MU LCH PLANTING BEDS WITH 3"4"OF ORGAN IC REMOVE SURFACE ROCKS LARGER THAN I INCH DE WHERE SfiYRIFI ME WOULD DAMAGE TREE ROOTS OR AS MU LCH OR STOCKPI LED DUFF. DIAMETER. J` DETERMINED BY THE ENGINEER. BELOW INLET GRAZE WSDOTSTDCPUN M MEETS NOTES SUBSTITUTE IF Z. SETBACKS:TO PREVENT UNEVEN SETTLING,DO NOT COMPOST-AMEND MAINTENANCE MEETS NOTES I-5 SOILS WITHIN 3 FEET ON CENTER OF UTIUTY INFRASTRUCTURE(POLES, S DEVICE OVERFLOW BYPASS TYPICAL VAULTSF CURES,AND SIDEWETERS ALKS, WILLS ONE ULDBECOFPAVEMENT CTEDTOEDGE, �EVERETT PUBLIC WORKS I CITY OF EVERETT A PROXIMATELY ROXIMAT LY 90%MAX. SHOULD PROCTOR COMPACTED TO APPPO%OENSVEAFIRM.SURFACE. MODIFIEDDOTCOMACTY(ASTM Il�WASHINGTON DEPARTMENT P PUBLIC WORKS DEPARTMENT D1557)TON ZONE AFIRM SURFACE.DO NOT COMPACT WITHIN TREE - PROTECTIONZONE. °` xna xumenanimx rwsx+meun mn 01/04/2021 8 "" sss xwmvxeumx:xn,iew ox � 12/30/201fi POST-CONSTRUCTION SOIL ISOMETRIC VIEW STORM DRAIN INLET Ll QUALITY AND DEPTH 203 j Eg PROTECTION 210 SEE C1 FOR GENERAL NOTES AND CONSTRUCTION SEQUENCE SEE C2 FOR TESL/DEMO PLAN Six Gill 12 Pact - )ACOEtH Revisions: �,N Site Address:3718 Hoyt Ave - - �P�p~OEWAB„YNoaa Jurisdiction:Everett C3 Parcel No.:29053000401400 Interlaken Engineering and Design, PLLC Applicant: Six Gill LLC Seattle,WA 1 (206)470-9572 O�SONALETESC Details Permit No.: Scale:As Noted Interlaken Project No.:SEA-21-146 www.interakenengineering.com