3618 SHORE AVE 2025-06-26 - Laserfiche WebLink

SEC. 34, TWN. 29N, RNG. 04E, NE 114 OF SW 114 NOTES L STABIUZED CONSTRUCTION ENTPANCESHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION SECTION 8-01.3(7). E%15fING 0.0PU INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT 3d IN TYPICAL BALLAST TYPICAL SEE STANDARD SPECIFICATION SECTION 9-DeSpI FNGTH AS REQUIRED 300' MIN, EXCEPT DEPTH MAY BE REDUCED TO 50' MIN FOR TYPICAL SITES W dH LESSTHAN ONE ACRE OF EXPOSED SOIL OR APPROVED BY INSPECTOR gPLACE CONSTRUCTION HOTEXTEE FOR SOIL ^� -11-IN PRO" 11 EDGE 1111 EXISTING PROVIDE FU LL WIDTH OF ROADWAY TO THE CONSTRUCT ON ENTRANCE, INGRESS/EGICH AREA ffr ERAS DIRECTED W THE ENGINEER 15' MIN Q ISOMETRIC VIEW CONSTRUCTION ENTRANCE WSDOT STD PUN I-BOU042 ACCEPTABLE SUBSTFNTE CITY OF EVERETT �pppE PUBLIC WORKS DEPARTMENT � 06 03 201T CONSTRUCTION ACCESS 201 oeAM QUAN77WS CUT 50 CY FILL: 50 CY GRADING QUAN777ES ARE ROUGH CALCUUTONS THAT 00 NOT TAKE INTO ACCOUNT SHRINKAGE OR SMflLAGE. 0 20 Scale 1" = 20' RIM = 127.I? IE a f25.98CONCRETE 10"E IE f25.78' CONCRETE 10"W TBM RIM =_T2Z61 IE 126.40' ,4^1E = 126.61 /E = 126. 9' C. PE SPtJ P5. RIM - 110.- 1E - 12Z47' PVC 8" E IE = 12Z41' PVC 8" W NOTES ATTACHIN AMANNERTHAT POSTS EEWSDOTSTANDARD ENPSOFTHESILTFENCE S.INSUGH ASSURESFABRICB FIRMLY HELD BY F BACKUP SPECIFICATIONS 601.3(9)A IMPOINT SLIGHTLY UFSLOPF TO PRFVENTSEOIMFM FROM LY FLOWING AROUND THE ENDS OF THE FENCE. SUPPORT IN AWAYTHAT REDUCESOFABRIC E POiENTAL OR FABRIC I-ING FASTEN GEDTEXTILE TO Z. PERFORM MAINTENANCE IN ACCORDANCE WITH WSOOI STANDARD SPECIFICATIONS 8-01S(9)A Po EVERY W IN O.C. AND".(.). BACKUPSUPPORT 3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS is OR SUMP IOCATIONS.IF BPUCESARE LOCATED IN THE FENCE MAY NEEDTO LONVORSUM NUESSOTHERWISEAPPROVED. LLfED "§nZ E-NYLONE BE FNSTALLEO U COMP NOMPE GAADEEL �6/61MIN GMDL) PARALLfl TO MAPPED A.INCONTOUR SCIL ALIVE SOIL GE j.IMIN 120N MIN TENS UE STRENGTH, INESING F W UVSTABIUSED 5. DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND MOUND TRENCH AS MUCH ASIS FEASIBLE, AND SMOOTH SURFACE FOLLOWING EXCAVATION TO 'ATETONREV�S BURY GFOTEXTILE N\ DOMPACTIO MUSIBEADEQUAID UNDERCURING FLOWS. N TREN SEESTANDAFORSILTICATI /� ek V \\.r §f SECTIONDAR031), ,CILE) BACKUP SUPPORT STEEL PJSTYPICAL) TYPICAL) TABLE6 SECTION 9-33.2 (l), TABLFfi ,rR\. TYPICAL INSTALLATION DETAIL E EPA oa FABRIC (GEOTEXT / (TYPICAL) INSTALLBACRUPSUPPORTFOR THE GEOTEXTLE SEE STANDARD SPECIRCATION SECTION 8.01.3(9)A � HG FENCE ERIONSSHALL BEMESCAPINGHROUGHITHTp d e OPRSPLICED VNTSILT PREVENTSILT LADEN WATER FROM ESCAPING THROUGH TXE FENCE ATTHEOVERLAP. SPLICE DETAIL DOTSTDPLANI-30.10-0ZA-PTABLESUBSTITUTE %TMPICALSILTFENCE BACKUP SUPPORT EXCEPTSTEELPOSTREQUIRED s, g _ij i PN ISOMETRIC e0.1E CITY OF EVERETT PUBLIC WORKS DEPARTMENT j fin 03 11 201T tlo TEMPORARY SILT FENCE 214 BMP T513 POST CONSTRUCTION SOIL QUALITY AND DEPTb' ALL DISTURBED AREAS (NOT OMERKSE COVERED BY IMPERVIOUS AREA), ON AND OFF S7E S-ALL MEET ME COMPOST AMENDED REQUIREMENTS OF BMP 75.0 IN THE 2016 SNOHOMISH COUNTY DRAINAGE MANUAL VOLUME V, CHAPTER 5. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF TOPSOIL. AND DUFF FROM THE PROPERTY AMENDED TO MEET THE CARBON 70 NITROGEN RA710 REQUIREMENTS AND MEEITNG ME CONTAMINANT STANDARDS OF GRADE A COMPOST TOPSOIL DEPTHS SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT ME DEPTH OF /NCORPORAnGN OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOIL BELOW IHE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WIN SOME INCORPORATION OF THE UPPER MAIMAL TO AVDID STRAW O LAYERS WHERE FEASIBLE SURVEY BOUNDARY & TOPOGRAPHY NOTE.' EXISTING SIZE FEATURES, BOUNDARY, AND TOPOGRAPHY WERE PROVIDED BY A SURVEY PREPARED BY ORCA LAND SURVEYING DATED 2-17-20 . RIM = 123.19' IE=121. 48' 8" CONCRETE Y Yg� IE-119.48 12 CONCRETE I IE=121.82' 8" CONCRETE S 4 4 / / /E. PWR REBAR AND CAP 5 / REBAR TRICE 14490" W ITED IA�o 29, 2020 W •• ATEIR V CONC. SLAB TEIR 711R- I' PNISHED7290VA77ON-IJ4.13' FLOOR ELEVA TON_132.95' HOUSE(T8R) L�J \ APE CURB 1 732- / U IREE .�k 12"D CIDIOUS T2' I JIENC�11 REBAR AND CAP FOUND 1/2" REBAR "MCDUFF 13041" 1.2' ABOVE GROUND DUE TO CONCRETE BASE AND VISITED JANUARY 29. 2020 • O Know what's below. Call 811 two business days before you dig. 4' CHAINLINK FENCE CORNER IS 0.5' EAST I� !Y TO1 1-1 FOR 6 Y DUFF -COVER HC/R5 / tY � FOR 5 - COVER WT11N FENCE 0.2' WEST OF PROPERTY LINE I, - 6' WOOD FENCE 0.2' NORTH OF PROPERTY LINE UTILITY CONFLICT N07E: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTUTES WEINER SHORN ON THESE PANS OR NOT, BY POTHOUNG THE U79JITES AND SURW00 THE HORIZONTAL AND VERTICAL LOCAnONS PRIOR TO CONST UCRON. THIS SHALL INCLUDE CALLING UI7UTY LOCATE AT 1-800-424-5555 AND THEN POTHOLING ALL OF THE BUS77NO UTILITIES AT THEIR LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATION OF SAID UTU77ES As SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INOWMAIICW AND ARE SUSPECT TO VARIA17ON. JANUARY 29, VICINITY MAP N.T.S. COVER METHODS. 5 6 PR07ECT DISTURBED SLOPES BY MULCHING (2 -4" THICKNESS) MIS CAN BE DONE BEFORE OR AFTER PERMANENT SEEDING THE TYPES OF MULCHES AVAILABLE ARE DESCRIBED BELOW (TAKEN FROM THE D.QE. MANUAL): STRAW - MOST COMMONLY USED IN COWENC71ON WIN SEEDING ITS USE IS RECOMMENDED WERE IMMED/AIE PR07EC77ON /S REWIRED AND PREFERABLY WHERE THE NEED FOR PROIECnON RILL BE LESS THAN 3 MOUTHS THE STRAW SHOULD COME FROM WHEAT OR OATS AND MAY BE SPREAD BY HAND OR MACHINE STRAW CAN BE WNOBLOW AND MUST BE ANCHORED DOW (ROLLING OR PUNCHING INTO SOIL, COVERING WIN NETTING, SERA TNG TAGlIFIER). CORN STALKS - THESE SHOULD BE SHREDDED INTO 4 70 6-INCH LENGTHS STALKS DECOMPOSE SLOWLY AND ARE RESISTANT 70 WNOBLOW. WOOD CIIPSAARK CHIPS - SUITABLE FOR AREAS THAT MU NOT BE CLOSELY MOUND, AND AROUND ORNAMENTAL PLANTINGS CHIPS DECOMPOSE SLOWLY AND DO NOT REWIRE TACKING WOOD CHIPS MUST BE /REA7ED WITH 12 POUNDS N17ROGEIV PER TON TD PREVENT NUTRIENT DEFICIENCY IN PUNTS (NOT NECESSARY FOR BARK) WOOD AND BARK CHIPS TEND TO WASH DONN SLOPES OF MORE THAN 6 PERCENT AND CRE47F PROBLEMS BY aOGGYNG /MET GRATES ETC. AND ARE THEREFORE NOT RECOMMENDED FOR USE /N THOSE AREAS NOW FIBER - USED IN HYDRO -SEEDING OPERATIONS APPLIED AS PART OF THE SLURRY. THIS FORM OF MULCH DOES NOT PROVIDE SUFFICIENT PR07ECTON TO ERODIBLE SOILS TO BE USED ALONE DURING 771E HEAT OF SUMMER OR FOR LATE FALL SEEDINGS WOOD FIBER HYDRO -SEED SLURRIES MAY BE USED TO TACK STRAW MULCH. THIS C1OMBINA770W TREATMENT IS HELL SCARED FOR STEEP SLOPES AND CRITICAL AREAS NETS AND MATS - USED ALONE, NEMNG DOES NOT RETAIN SOIL MOISTURE OR MODIFY SOY. TEMPERATURE, IT STABILIZES THE SaL ,1VRFACE WHILE GRASSES ARE BONG ESTABLISHED, AND IS USEFUL IN GRASSED WATERWAYS AND ON SLOPES LIGHT NETTING MAY ALSO BE USED TO HOLD 07HER MULCHES IN PUCE I7S RELARVELY HIGH COST MAKES IT MOST SUITABLE FOR SMALL 97M SITE GRADING, AND E.S.C. NOTES. 1. APPROVAL OF THIS W0510NAMMENTATION CONTROL (ESC) PUN DOES NOT CONSTITUIE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS PIPES RESIRICTDRS CHANNELS REIEN77ON FACIUTIES UTUEES). 2 THE IMPLEMENTATION OF THESE ESC PLANS AND ME COUS7RUCTON, MAINTENANCE REPLACEMENT, AND UPGRADING OF THESE ESC FAOUBES IS THE RESPONSIBILITY OF ME APPLICANTICON7RACT'M UNTIL ALL CONSTRUCTION /S COMPLETED AND APPROVED AND VEGETAnOU/IANDSCAPNG IS ESTABLISHED, 3 THE BOUNDARIES OF INE CLEARING LIMITS SHOWN ON THIS PLAN SHALL SE DEARLY RAGGED /N THE FIELD PRIOR 11 CONSIM71ON DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND 7HE FLAGGED CLEARNO LIMITS SHALL BE PERUETTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPICANT/CON7RACTOR FOR THE OURATCW OF CONSTRUCTION 4. THE ESC FACILITIES SHOWN ON INS PLAN MUST BE CONSTRUCTED IN COM.UNCTON WTI ALL CLEARING AND GRADING AC77 W77a AND IN SUCH A MANNER AS TO ENSURE MAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER ME DRAINAGE SYSI70N, ROADWA IS OR VIOLATE APPLICABLE WATER QUALITY STANDARDS S THE ESC FACILITIES SHOWN ON THIS PUN ARE ME MINIMUM REOUIREMENTS FOR ANTICIPATED 37F CONDITIONS DURING THE COIVSMUC77ON PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR S/HE UNEXPECTED STORM EVENTS AND TO ENSURE MAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE 6. ME ESC FACIU77ES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPUCANTICONIRACTOR TO ENSURE THEIR CONTINUED FUNCRMQI ESPECIALLY AFTER STORM EVENTS. 7. THE ESC FACILITIES LW IMAC77W SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWNG A MAJOR STORM EVENT. 6 AT NO 77ME SHALL MORE MAN ONE FOOT OF SEDIMENT BE ALLONED TO ACCUMULATE MINN A TRAPPED CATCH BASIN. ALL CATDI BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR 10 PA VINO THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED CONSTRUCTION ENMANOES SHALL BE INSTALLED AT THE BEGINNING OF CONS7RUCTON AND MAINTAINED FOR THE DURATION OF ENE PROECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROECT. 10. THE CONTRACTOR SHALL PROWDE PERICOIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF IRE SITE 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES /F THE PROPOSED BMPS FAIL 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTAB/UZED FOR NO MORE THAN 1 DAIS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY I THROUGH SPTEMBER 30, SWPPP ELEMENTS 41-413 OELEMENT 1. MARK CLEARING LIMITS QELEMENT 2: ESTABLISH CONS7RUCRON ACCESS yO ELEMENT S CONTROL FLOW RATES OELEMENT 4. INSTALL SEDIMENT C NIROLS, OEIEMENT 5: STABIIZE SOILS SOILS TO BE STABRI7ED AS LISTED IN THE COVER METHOD NOTES OEIEAENT 5. PR07ECT SLOPES CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. 7O ELEMENT 7• PR07ECT DRAIN INLETS PER ODE. STANDARD PUN 210 OELEMENT B, STABILIZE CHANNELS AND OUTLETS &EVENT 9. CONTROL POLLUTANTS ALL POU.UTANN INCLUDING WASTE MATERIALS AND DEMOLITION DEWS THAT OCCUR ON -SUIT DURING CONS7RUCTON SHALL SE HANDLED AND DISPOSED OF AN A MANNER THAT DOES NOT CAUSE g�CONTANNADON OF ITORMWA IER f0 ELEMENT ta, CONTROL DE -WATERING 11 ELEMENT 11. MAINTAIN BUDS 12 ELEMENT 12 MANAGE THE PROECT. 1S ELEMENT IZ PROTECT LID BMPS PROJECT INFORMATION, SITE ADDRESS.3618 SHORE AVE EVERETT, WA 98203 TAX PARCEL. 00433600002700 ZONING: R-S GROSS SIZE.' 17,424 SF (0.40 AC) SETBACKS FRONT. 20' SIDE. 5' REAR: 20' TESC & DEMOLITION PLAN FOR RIAN HAYWARD 2-LOT SHORT PLAT