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Permit#: PW2301-001
<br /> NW 114 SE 114 SEC.13, T 28N., R.4E., W.M. Site Address: 9227 4TH AVE W
<br /> STORM DRAINAGE NOTES: Owner: ADI.S ZIZAK
<br /> Application Date: 01/03/2023
<br /> 1.NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED,OR PUT INTO USE UNTIL IT HAS BEEN Description: SITEWORK FOR NEW DUPLEX&
<br /> III INSPECTED,TESTED,AND ACCEPTED BY THE CITY OF EVERETT. DRIVEWAY ACCESS SERVING BOTH
<br /> 30
<br /> 2.ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS UNITS
<br /> III AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL
<br /> CONSTRUCTION(CURRENT EDITION). APPROVED
<br /> g W 3.APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE PUBLIC WORKS DEPARTMENT
<br /> SHOWN FOR CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND BY:Tawnya Herman
<br /> TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN.IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING
<br /> 'a 3 DATE:06/09/2023
<br /> _G_
<br /> I CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS T OF RELATED ANY CHANGES REQUIRED CITY OF EVERETT REVIEWED FOR PERMIT
<br /> o I SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE
<br /> p a o - PROJECT.
<br /> 4.ALL STORM SYSTEMS
<br /> GRADE PRIOR WWII STARTING PUBLIC RION.RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR
<br /> CB RIM=582.68 CB RIM=582.80�e ° _112"CMP(W)IE-79.90 LEGAL DESCRIPTION
<br /> 12"CMP(N,E,S)IE=577.63 h 5.ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO WASTE,DRAINS TO STREAM,LAKE,
<br /> Y RIVER,PUGET SOUND,OR WETLAND."CHOOSE APPROPRIATE FEATURE FOR THE PROJECT. THE SOUTH 63 FEET OF LOT 18,INTERCITY DIVISION 1,BLOCK 1,
<br /> 00480200101803 LESS THE ROAD RIGHT-OF-WAY TO THE CITY OF EVERETT PER
<br /> 00480200101802 6.DESIGN SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE(EMC),CITYADOPTED STORMWATER STATUTORY WARRANTY DEED RECORD AF NO 9901290675
<br /> III T MANAGEMENT MANUAL,POLICIES AND CRITERIA SET FORTH IN THE CITY OF EVERETTS DESIGN AND
<br /> CONSTRUCTION STANDARDS&SPECIFICATIONS.
<br /> 8"CIP
<br /> 3.5'X3.5' FOUND REHAR/CAP 0.3'(E)
<br /> HOUSE
<br /> - &0.1'(N) CORNER
<br /> °. LANDING AREA STAMPED MCDCOUFFY SITE PREPERATION NOTES.
<br /> ,
<br /> I I
<br /> SMH RIM-58J.55 ` WOODx FENCE
<br /> 8"CONC(N,S,W) -- x N 89'07'14"E 268.fa' ION. NOTIFY THE PROJECT MANAGER OF ANY
<br /> CTR CHNL IE=572.75 --h.5'$'-I� / ----__,; AREA B TVP. 1. VERIFY SITE CONDITIONS PRIOR TO CONSTRUCT VERTICAL DATUM
<br /> AREA B -----_ __-__---- VARIATION PRIOR TO COMMENCEMENT OF WORK.
<br /> m 5'BSBL �2 ______ _____ Ll
<br /> �___
<br /> Z S o - -- I. 2. BEFORE ANY LAND DISTURBING ACTIVITY BEGINS, DOWN-SLOPE AND SLOPE-PERIMETER EROSION NASD 88
<br /> 93RD ST W 4 AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE AND MEETING BEST MANAGEMENT FOUND CASED CONY MON W/2"BRASS
<br /> AREAO I 7.0'X4.0' / PRACTICES(BMPs) PER WASHINGTON STATE DEPARTMENT OF ECOLOGY REQUIREMENTS. DISC W/PUNCH ON THE CENTERLINE OF
<br /> ;:`.l: 7.0'X4.0' j;; ._r. HOLLY DRIVE.
<br /> m
<br /> m
<br /> LOT'A'RE'A' '.`I' LANDING AREA -- LANDING AREA .�
<br /> V
<br /> 0 ELEVATION=578.66
<br /> g� 3. PRIOR TO THE PLACEMENT OF ANY FILL OF PAVEMENT CONSTRUCTION ALL TOPSOIL SURFACE
<br /> 14,837 SF cx0 g
<br /> 7RI.
<br /> 004020m01801 ._ _ I II � 0 �GINTERCITY DIV 1 BLK 1 VEGETATION, AND ANY SOFT OR LOOSE SOILS SHALL BE COMPLETELY REMOVED FROM TO PROPOSED
<br /> EX.W TER METER CONSTRUCTION AREAS. TOPSOIL OF OTHER SUCH MATERIAL CONTAINING ORGANIC MATTER SHALL
<br /> / - ' AREA OA yoyti��o VOL 11, PG. 9 NOT BE USED AS FILL BUT MAY BE STOCKPILED AND USED FOR LANDSCAPING PURPOSES.
<br /> EW3 WATER ETER/ ______-__ ------- 4. ISOLATED SOFT OR LOOSE AREAS, WHICH ARE UNDERCUT SHOULD BE BACKFILLED WITH MATERIAL
<br /> AREA B 00480200100900
<br /> COMPACTED TO THE ADJACENT SOIL DENSITY.
<br /> ' 3p4 AREAOBJ 5 TYPO EX.SIDE SEWEReOSL 15. IN AREAS TO BE FILLED OF PAVING, THE SURFACE OF THE STRIPPED SOIL SHOULD BE DISKED OR
<br /> JSCARIFIED TO A DEPTH OF 6 INCHES AND RE-COMPACTED BEFORE PLACING FILL OR PAVEMENT
<br /> BASE
<br /> L12MATERIAL.
<br /> 90 �, . i
<br /> S.BSBL 6. PLACE ANY FILL REQUIRED TO RAISE THE GRADE OF THE SITE IN 6 INCH LAYERS AND COMPACT. SURVEY
<br /> C /� C`
<br /> CHNN°LINK FENCE -� % O 7. ALL NEWLY CUT OR FILLED AREAS ARE TO BE MULCHED TO ADEQUATELY CONTROL SOIL EROSION `�VRVEY REFERENCES
<br /> E`)
<br /> �; 30 -N-8-9-01'14-E 202.93' FENCE CORNER IS 0.3'W
<br /> &0.8'(5)OF CORNER PRIOR TO FINAL LANDSCAPING COMPLETED BY CLIENT.
<br /> (RI)RECORD OF SUMP-AFNI 9112135004
<br /> 8. THE MAXIMUM ALLOWABLE SLOPE ON THIS PROJECT IS 2H:1V
<br /> 3 \ 00480200101102 9. ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE UNLESS OTHERWISE INDICATED.
<br /> ----T WOOD\FENCE 10. CALL BEFORE YOUR DIG FOR LOCATION OF UNDERGROUND UTILITIES.
<br /> III 11. ALL UTILITY TRENCHES SHALL MEET EACH UTILITY'S REQUIREMENTS /�
<br /> z \\ 12. THE INDICATED LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE. EACH INDIVIDUAL EQUIPMENT CX. PROCEDURES
<br /> 00480200101000 UTILITY SHALL BE COORDINATED WITH THE INSTALLATION OF ADJACENT AND CROSSING UTILITIES.
<br /> METHOD OF SURVEY.'
<br /> 13. PROPERTY LINES SHALL BE VERIFIED PRIOR TO INSTALLATION OF EROSION CONTROL MEASURES,
<br /> SURVEY PERFORMED BY FIELD TRAVERSE
<br /> 41 of ° CONSTRUCTION, GRADING, CLEARING, AND TREE REMOVAL. TREE REMOVAL ON SHARED ACCESS
<br /> Z I o INSTRUMENTATION:
<br /> SHALL BE DONE UNDER CONTRACT WITH SHARED ACCESS PROPERTY OWNER OR DIRECTLY BY CLIENT' LEICA TS16 ROBOTIC ELECTRONIC TOTAL STATION
<br /> PRECISION:
<br /> a' MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
<br /> 00480200101204 INiERCIT)"9(V 1 BLK 1
<br /> BASIS OF BEARING:
<br /> VOL. 11,`PG. 9 SOIL MANAGEMENT PLAN(BMP 5.13): THE MONUMENTED LINE BETWEEN TWO MONUMENTS AS SHOWN
<br /> AREAOA:AMEND EXISTING SOIL IN-PLACE(2-INCH OF COMPOST)-18 C.Y. ALONG 4TH AVE W,AS THE BEARING OF N 00.09'11 W.
<br /> Nf AREA@:IMPORTED TOPSOIL(MIN.8"OF TOP SOIL)- 80 C.Y.
<br /> 3 BMP T5.13 POST-CONSTRUCTION SOIL QUALITY AND DEPTH IS ACHIEVED BY IMPLEMENTING
<br /> oBEST MANAGEMENT PRACTICE.SOILS THAT HAVE BEEN DISTURBED,WILL BE AMENDED
<br /> \ \
<br /> 0
<br /> 00480200101100 ACCORDING TO THE FOLLOWING PROCEDURES.
<br /> A SCARIFY SUBSOIL TO A DEPTH OF ONE FOOT.
<br /> ______L�` - H.
<br /> _ B. IN PLANTING BEDS,WILL PLACE THREE INCHES OF COMPOST AND TILL IN TO AN EIGHT INCH DEPT
<br /> L___-____-----------------------------_--------_ .` C. IN TURF AREAS,WILL PLACE TWO INCHES OF COMPOST AND TILL IN TO AN EIGHT-INCH DEPTH.
<br /> D. APPLY TWO TO FOUR INCHES OF ARBORIST WOOD CHIP,COARSE BARK MULCH,OR COMPOST MULCH
<br /> 0
<br /> TO PLANTING BEDS AFTER FINAL PLANTING.1 4"DIA.PVC PIPE(TYP) CONSTRUCTION SEQUENCE:
<br /> © YARD DRAIN(TYP) UNDISTURBED SOILS WILL BE PROTECTED FROM COMPACTION DURING CONSTRUCTION.
<br /> 3 CB TYP 1 1.ATTEND PRE-CONSTRUCTION CONFERENCE.
<br /> O PRESERVE NATIVE SOILS BV STOCKPILING SITE DUFF AND TOPSOILS AND REAPPLY AFTER GRADING AND 2.INSTALL T.E.S.C.MEASURES.
<br /> /� CONSTRUCTION.
<br /> LEGEND O BMP FIGURE
<br /> (50')DISPERSION TRENCH .. NOTCHED GRADE BOARD 3.CLEAR STALL STORM
<br /> DRAINAGE
<br /> PER FIGURE V-4.5 2019 Stormwater Management Manual for Western Washington 4.INSTALL STORM DRAINAGE SYSTEM.
<br /> 5.INSTALL SEWER AND WATER SYSTEM.
<br /> Q BMP T5.12 SHEET FLOW DISPERSION 6.GRADE ROAD.
<br /> 0 SET 1/2°X 24"REBAR W/CAP STAMPED"PCS 37536" PER FIGUREV-3.2 Sheet Flow Dispersion for Driveways
<br /> O EXISTING ftEBAR w/cAP.As NOTED 2019 Stormwater Management Menzel for Western Washington ADDITIONAL GRADING AND EROSION CONTROL NOTES: 7.AS-BUILT.
<br /> 8.REMOVE T.E.S.C.MEASURES.
<br /> A SET NAIL AND WASHER STAMPED"PCS 37536" 1. ADDITIONAL SEDIMENTATION CONTROL MAYBE REQUIRED
<br /> A EXISTING NAIL AND WASHER AS NOTED DURING THE CONSTRUCTION PROCESS.
<br /> O FOUND CONCRETE MONUMENT AS NOTED 2. NO EXPOSED SOILS ON-SITE LONGER THAN 48 HRS.
<br /> COVER USING MULCHES OR VISQUEEN.THIS APPLIES TO
<br /> RIGHT OF WAY CENTERLINE SOIL STOCK PILES AS WELL.
<br /> Q STORM DRAIN MANHOLE
<br /> INVERT/CULVERT
<br /> ❑ CATCH BASIN
<br /> D4 WATER VALVE PARCEL NUMBER:
<br /> h 2 MIN SETBACK PROJECT/SITE INFORMATION SITE ADDRESS
<br /> FIRE HYDRANT TOTAL PARCEL AREA: 14,837 S.F.
<br /> r EXISTING IMPERVIOUS AREA: 0040200101801
<br /> CURRENT ZONNING:R-2 92274th Ave.W
<br /> n x NOTE: HOUSE STRUCTURE 520 SF TOTAL PROJECT AREA 15,263 SF COMP PLAN:SF EVERET,WA 982M
<br /> ® WATER METER I�LM cxs...... EXISTING HOUSE,DRIVEWAYS, GARAGE 860 SF
<br /> QS SANITARY SEWER MANHOLE WALKWAYS AND GARGE WILL BE DRIVEWAYS 3125E AREA OF DISTURBANCE: 11,655 S.F. LOT SIZE:15,263 S.F.
<br /> SCALE: 1"=20' �nnx cu.-11 REMOVED AND REPLACED BY NEW SITE GRADING: 210 CV CUTAND FILL APPLICANT/CONTACT/OWNER:
<br /> o MAILBOX AX SINGALE FAMILY DUPLEX AND TOTAL 1,692 SF ALLOWABLE LOT COVERAGE:35%
<br /> ASSOCIATED IMPROVEMENTS NEW IMPERVIOUS AREA: BUILDING AREA:2,848 S.F. NAPA HOMES LLC
<br /> 1/2 lsxT
<br /> SIGN POST 0 20 40 xEor cHT OF ur,Io xnx LOT COVERAGE 18.66% NAPAHDESIGN@GM L.COM
<br /> DUPLEX STRUCTURE(INCL.OVERHANG) 3,423 SF 4253883515
<br /> O UTILITY/POWER POLE TYP CUT & FILL SECTION DRIVEWAY AND TREANCH RESTORATION 3,254 SF ALLOWABLE IMPERVIOUS COVERAGE:50%
<br /> AT PROPERTY LINE WALKWAYS/LADINGS(EXCL.ROOF OVERHANG) 102 SF
<br /> GUY ANCHOR TOTAL IMPERVIOUS AREA 6,779 S.F.
<br /> © POWER VAULT
<br /> TOTAL 6,779 SF IMPERVIOUS SURFACE COVERAGE:44.41%
<br /> /A`f
<br /> Y� CONIFEROUS TREE BUILDING HEIGHT LIMIT:30'
<br /> /D DECIDUOUS TREE
<br /> F FIR
<br /> C CEDAR
<br /> CALL 811 BEFORE YOUDIC
<br /> P PINE
<br /> 5 SPRUCE
<br /> CW COTTONWOOD
<br /> A ALDER REVISION: DATE: DESIGN 92274THAVE. W SCALE
<br /> .z,ERw WF�q 1 3/15/2023 MW 1" = 20'
<br /> MAHER WELAYE, P.E. �P a N /� DRAWN DUPLEX JOB NO.
<br /> 15516 - 56TH AVE. W ` _ MW 2022-01
<br /> EDMONDS, NA 98026 h
<br /> SHEET
<br /> PH: (206)816-0455 s CHECKED (� 7��
<br /> RFCISTOR_ MW SITE PLAN 1
<br /> F�IONAL p23 DATE OF
<br /> 31152 Nov., 2022 2
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