1720 100TH ST SW 2022 Plans 2025-11-07

SECTION 23,TOWNSHIP 28 NORTH,RANGE 04 EAST,W"M.,SNOHOMISH COUNTY,WA SITE MAINTENANCE: EMERGENCY MANAGEMENT NOTES - 1. THE DEVELOPER AND CONTRACTOR SHALL SCHEDULE AND CONTROL HIS WORK SO AT TO 1 II EX SSUH / PREVENT ALL HAZARDS TO PUBLIC SAFETY,HEALTH AND WELFARE A. IN THE EVENT OF EMERGENCY CONTACT ELDEN McCALL.(425)903-1399. 100T1TH,STT. S.W. RIM EL=558.57 IE 54012 8"-N 1 STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS O4 A CONTINUOUS BASIS B. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED A EX ASPHALT RD wn\ IE=54022 8'-E - AND REPAIRED AS NECESSARY DURING STORM EVENTS AND IMMEDIATELY ____ _________ \ \ 3 PEDESTRIAN FACILITTES SHALL BE DEPT FREE OF OBSTRUCTION,AND CONTINUITY SHALL BE FOLLOWING A STORM. MAINTAINED AT ALL TIMES UNLESS OPIERWSE APPROVED BY THE PUBLIC WORKS --'SS SS SS s - - - DEPARTMENT: C. STRAW BALES,SILT FENCE,POSTE AND PLASTIC SHEETING SHALL BE KEPT S \ --- X S t,ll ON SITE TO REPAIR OR SUPPLEMENT EROSION CONTROL MEASURES. AN AD D - SS-- SS 71M 56023 4. O4 EXISTING STREETS, TWO WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS OFFSITE SOURCE OF QUARRY SPACES FOR TOP DRESSING THE s j T _ IE 83 24 E' S. DETOUR PLANS HAVE BEEN APPROVED IN ADVANCE BY THE CITY TRAFFIC ENGINEER. CONSTRUCTION ENTRANCE SHALL BE AVAILABLE. \ >= EX GRAVEL(TIT) 4E 54468(24'W) 5. PEDESTRIAN AND VEHICULAR ACCESS TO OCCUPIED BUILDINGS SHALL BE MAINTAINED AT D. IF EROSION CONTROL MEASURES FAIL TO CONTAIN SEDIMENT ON SITE, EX GRAVE ! = o ALL TIMES EXCEPT WHERE APPROVAL FROM THE BUILDING OWNER HAS BEEN OBTAINED. INTERCEPTOR DITCHES SHALL BE INSTALLED TO CONTAIN RUN OFF TO THE M M M p SITE AND/OR EARTHWORK SHALL BE HALTED UNTIL DRY WEATHER ALLOWS N'— _ M- _LA : 6 ADHERENCE TO THE PROJECYS EROSION AND SEDIMENT CONTROL PLAN WILL BE REQUIRED. WORK TO CONTINUE. M. p5 EX WV FEATURES CONTAINED THEREIN,SUCH AS SILT FENCES CHECK DAMS AND SEDIMENTATION GRAPHIC SCALE EX GRAVEL I M M M f—M M PONDS SHALL BE MAINTAINED IN GOOD WORKING ORDER TO THE SATISFACTION OF THE 20 0 10 20 40 / (TBR) \ �- PUBLIC WORKS INSPECTOR. EX EX SDMH WOOD-FRAME Fouo�coRo-1(N) RIM EL=55789 (IN FEET) IE=54I.39(14"-E) / E AD CIO C701 IRON GATE i INCH=20 FT IE=53604(24"-S) s01'50'54"W DATUM:NA VD 88 IE=53828(14"-N) ( p5�� CONSTRUCTION ACCESS 15.82' PER COE STD DETAIL 201 BENCH:TOP OF BRASS DISC IN MONUMENT CASE IN ElC105 CONCRETE WEST OF SITE AS SHOWN ELEV.=545.96' '06"w 250.08 140.08'(ADJ) s` x C101 AD = BMP LEGEND EROSION CONTROL CONCEPT \ — — — ('BR) ALL DISTURBED AREAS SHALL BE PREPARED AND MAINTAINED TO 26 8 9-- _ AD CI01 =PRESERVE NATURAL VEGETATION CONTROL EROSION.LEAVE VEGETATIVE BUFFER AROUND PERIMETER OF \ ` )EMWRARY STOCKPILE CI03 =HIGH VISIBILITY PLASTIC LW METAL FENCE SIZE AND EXISTING GROUND COVER AS LONG AS POSSIBLE \ ` TO BE 2C0VFRR5\IN CI05 =STABALIZED CONSTRUCTION ENTRANCE / �\ C720 C723 C140 CI20 =TEMPORARY AND PERMANENT SEEDING \ C150 C157 C153 / `� TEMPORARY EROSION CONTROL NOTE: CI23 =PLASTIC COVERING TEMPORARY EROSION CONTROL MEASURES ON THIS PLAN ARE I117ENTED AS A GUIDE.ADDITIONAL BMP's MAY BE REQUIRED FOR THIS CI40 =DUST CONTROL DEVELOPMENT AS SITE&WEATHER CONDITIONS CHANCE IN THE FIELD. / \ ` THE CONTRACTSEDOR BEVELOPER SHALL COORDINATE WIN THE CERTIFIED TP-1 AD C =MATERIALS ON HAND EROSION AND IMENT I50 CONTROL LEAD(CESCL)&THE PROJECT COCI51 =CONCRETE HANDLING ENGINEER AS NEEDED FOR EROSION CONTROL RECOMMENDA PONS _ =MATERIAL DELIVERY,STORAGE AND CONTAINMENT \`- / / AD -- C154 =CONCRETE WASHOUT AREA / TEMPORARY SILT FENCE PER COE C233 =SILT FENCE —D—D— \ SIR DETAIL 214 AD =AREA OF DISTURBANCE I / / / AREA OF CI01 Ql — y�ISNROBANCE A4V / _� 0.0401. / AD C233 C233 AD 9 G 25 A { Ex Ftaw 5o EX co 1 (TYP) / \ / RIM EL=549.44 IE=548.I4(8"-NE) 1 IE=548.04(8-SW) / \ J, a I ` City of Everett Permit Review `s \ EVERETT Status:Reviewed for Permit / NOTES 03/03/2023 10:27:37 AM/`I 50 00552400602400 � FN R",9a�AnD DwING.RDDND,NEEND DFENEFENEE / 24 TOM 111E�WIIILT "AMoNDroEENMOsC EME CE oM /F FOR FARR'lC, ING —lRD�ioETH WITH ♦ l / SIR �.DRDRDR, _ =EVEWE N OCT' AN 31sW:mEF�nox, sN ` ry� IMxsnT�n ROOF DONNSPOUT SERVES UP TO LOW J _ RE OFnSAMPDAURENV THE FENOE MAY NEED TO orNEmvisEnroaovEo. � / TOO SF OF ROOF runvE sau� GEO ExmE i,-o Em[x PnRnuEErornnPPEo umann a xnnus mxrouREr FExc xG 5 / / SPLASH BLOCK w 81—D HE lu Flow s DURNG ExcavnTON,MINI mME DGTURRNG ,HE GROUND AROUNDTRENCH AS MUCHASG _ , `^gyp DOWNSPOUT GEOTM ; . ___"�\ uxOERcumxG FE aoin�nriaioxlrxFE EXTENSION IN 1RENOI xuvw onEEm� Rsi ONCE IrvriEnEl R SPLASH BLOCK k� EEEDDN¢R�� ;�:RIEb mR�wW o 2'TRANsrNON TYPICAL INSTALLATION DETAIL \. EnRRc 20' ZONE ' I EX VEGETATION ' Qaos IGEOEExnU7 CONCRETE AREA fT'RiEwy� 'TALL Koolau sURvaRE FOR ! �% 1NE MEorExn NDnxo ------ _ _ SPLASHBLOCK EREDFx;,TONEE 31sw / 2 /IIt N.75- Ct Ex cRaulvO 4'CONCRETE EX GROUND G Ro G 6� roRREVExrsa _ TN u ITHE 3"COMP.DEPTH CSTC DRAIN ROCK SPLICE DETAIL U s IM-�D.w�A l—LEwR�F WE NOTE: EXAMINED AND APPROVED _ I INITH wsurvom Ex sniEDEE Ron REWIRED 6"COMPACTED SUB-BASE OR NATIVE MATERIAL V EXISTING VEGETATION IS NOT SUBGRADE COMPACTED TO 95%MAX.DENSITY ISOMETRIC CITY OF EVERETT TO BE DISTURBED (MODIFIED PROCTOR) ON THIS DAY OF 2023 . Y pNO PUBLIC YWORBS o TEND" � CONCRETE DRIVEWAYDETAIL4 A\ BY. N.T.S. Cr CITY OF EVERETT ENGINEER TEMPORARY SILT FENCE 214 SURVEY PROVIDED BY. DATE REVISION/ISSUED CITY FILE NO.:PW2207.024,B2207-091,B2207.092 PROJECT NO. OWN D.Al, PAGING COAST425;SURVEYS,INC, 06127122 ISSUED VENT URES LOT A Ic�,p`�' �s�X o� LAND SURVEYING&MAPPING OB108122 REVISED PER CITY Jh C fi V6Ii Vffi ti V61 11 C -' P.0 BOX 13619 220642 5 MILL CREEK,WA 98082 10/28/22 REVISED PER CITY e.99 TEL:(425)512-7099 01/24/23 REVISED PER CITY DWG 02/22/23 REVISED PER CI DRAINAGE C2 P.O.L: ®X - 82 SIL VANA, WA98287o� sloNnxft �e BALL HOURB THE CONTRACTOR SHALL VERIFY THE LOCA77ON OF ALL TEE: (3601 652-5820 BEFORE IbO Ole UNUPES PRIOR TO ANY CONSTRUCTION.AGENCIES INVOLVED EMAIL: macengineering@fron tier.com * ��- mEsraRr caVs ucnoNREAsoNABLE TIME PRIOR i0 EXISTING CONDITIONS & SWPP PLAN OF 3 DATE 02122123