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SCALE 1" = 20'
<br />0 20 40
<br />LEGEND
<br />SET 1/2- X 24' RESAR W/CAP STAMPED 'PCS 37536-
<br />O
<br />EXISTING REHI W/CAP, AS NOTED
<br />X
<br />SET NAIL AND WASHER STAMPED "VCS 37536-
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<br />EXISTING NAIL AND WASHER AS NOTED
<br />OFOUND
<br />CONCRETE MONUMENT AS NOTED
<br />RIGHT OF WAY CENTERLINE
<br />®
<br />STORM DRAIN MANHOLE
<br />J
<br />INVERT/CULVERT
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<br />CATCH BASIN
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<br />WATER VALVE
<br />FIRE HYDRANT
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<br />WATER METER
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<br />SANITARY SEWER MANHOLE
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<br />SIGN POST
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<br />U77UTY/POWER POLE
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<br />POWER VAULT
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<br />CONIFEROUS TREE
<br />DDECIDUOUS
<br />TREE
<br />F
<br />FIR
<br />C
<br />CEDAR
<br />P
<br />PINE
<br />S
<br />SPRUCE
<br />CW
<br />COTTONWOOD
<br />A
<br />ALDER
<br />I J//
<br />I
<br />SSMH RIM=374.70
<br />INV. 8 W(N)=367.45 j
<br />INV. 8'PVC(S)=367.35
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<br />NOT OPEN
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<br />AT PROPERTY LINE
<br />LOP, 2
<br />OF EVERETT SHOW PLAT SP 1202-
<br />UNDER AFN 910E1250420 & AFN 9
<br />INV CV)=372.75 GRAVEL
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<br />LL SSMH RIM=369.73
<br />INV. 87✓C(E)=358.98
<br />��`+ INV. 87VC(W)=359.OB
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<br />CB RIM=3E
<br />INVINV. 8 CONCON
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<br />Q USE EX. CAPED 6" SEWER IINE
<br />® SS CLEANOUT
<br />SOIL MANAGEMENT PLAN (BMP 5,13):
<br />AREA( : AMEND EXISTING SOIL IN -PLACE (2-INCH OF COMPOST) -25 C. Y
<br />AREA©: TOPSOIL (MIN. B" OF TOP SOIL)- 41 C.V.
<br />NW 114 NW 114, SEC.8, T.28N., R.5E,, W.M.
<br />SHED
<br />ALLEY
<br />101
<br />LOT 23
<br />PINEHURS DIV. "B'
<br />BLK. 28, VqL.8, PG. 18
<br />I
<br />LOT 24 LOT 25
<br />4 SET NAIL/WASHER 10'(S) OF CORNER
<br />ON PROPERTY LINE EXTENDED
<br />JACKSON A VE 9 434,13• STRUCTURE
<br />N 88'21'55'W 50737'_______.__
<br />ASPHALT ROADWAY
<br />Su.S��- Q� �C.k1 z�z3/mot
<br />�I- CowCk y53( S
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<br />Q1 4" DIA. PVC PIPE (TYP)
<br />© YARD DRAIN (TYP)
<br />3Q CB TYP 1
<br />BMP T5.10B (48') DISPERSION TRENCH W/ NOTCHED GRADE BOARD
<br />PER FIGURE V-4.5 2019 Stonmwater Management Manual for Western Washington
<br />Q BMP T5.12 SHEET ROW DISPERSION
<br />PER FIGURE V-3.2 Sheet Flow Dispersion for Driveways
<br />2019 Stormwater Management Manual for Western Washington
<br />BMP T5.13 POST -CONSTRUCTION SOIL QUALITY AND DEPTH IS ACHIEVED BY IMPLEMENTING
<br />BEST MANAGEMENT PRACTICE. SOILS THAT HAVE BEEN DISTURBED, WILL BE AMENDED
<br />ACCORDING TO THE FOLLOWING PROCEDURES:
<br />A SCARIFY SUBSOIL TO A DEPTH OF ONE FOOT.
<br />B. IN PLANTING BEDS, WILL PLACE THREE INCHES OF COMPOST AND TILL IN TO AN EIGHT -INCH DEPTH.
<br />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 />TO PLANTING BEDS AFTER FINAL PLANTING.
<br />UNDISTURBED SOILS WILL BE PROTECTED FROM COMPACTION DURING CONSTRUCTION
<br />PRESERVE NATIVE SOILS BY STOCKPILING SITE DUFF AND TOPSOILS AND REAPPLY AFTER GRADING AND
<br />CONSTRUCTION.
<br />ADDITIONAL GRADING AND EROSION CONTROL NOTES:
<br />1. ADDITIONAL SEDIMENTATION CONTROL MAYBE REQUIRED
<br />DURING THE CONSTRUCTION PROCESS.
<br />2. NO EXPOSED SOILS ON -SITE LONGER THAN 48 HRS.
<br />COVER USING MULCHES OR VISQUEEN. THISAPPLIES TO
<br />SOIL STOCK PILES AS WELL
<br />NOTE:
<br />EXISTING STRUCTURES, DRIVEWAYS,
<br />AND WALKWAYS WILL BE REMOVED AND
<br />REPLACED BY NEW SINGALE FAMILY
<br />DUPLEX AND ASSOCIATED
<br />IMPROVEMENTS
<br />CALL 811 BEFORE FOUDIG
<br />0 ,
<br />STORM DRAINAGE NOTES
<br />1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN
<br />INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT.
<br />2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS
<br />AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
<br />CONSTRUCTION (CURRENT EDITION).
<br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE
<br />SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND
<br />TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING
<br />CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED
<br />SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE
<br />PROJECT.
<br />4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGKT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR
<br />LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br />5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE, DRAINS TO STREAM, LAKE,
<br />RIVER, PUGET SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE FOR THE PROJECT.
<br />6. DESIGN SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE (EMC), CITY ADOPTED STORMWATER
<br />MANAGEMENT MANUAL, POLICIES AND CRITERIA SET FORTH IN THE CITY OF EVERETTS DESIGN AND
<br />CONSTRUCTION STANDARDS & SPECIFICATIONS.
<br />SITE PREPERATION NOTES
<br />1. VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY THE PROJECT MANAGER OF ANY
<br />VARIATION PRIOR TO COMMENCEMENT OF WORK.
<br />2. BEFORE ANY LAND DISTURBING ACTIVITY BEGINS, DOWN -SLOPE AND SLOPE -PERIMETER EROSION
<br />AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE AND MEETING BEST MANAGEMENT
<br />PRACTICES (BMPs) PER WASHINGTON STATE DEPARTMENT OF ECOLOGY REQUIREMENTS.
<br />3. PRIOR TO THE PLACEMENT OF ANY FILL OF PAVEMENT CONSTRUCTION , ALL TOPSOIL SURFACE
<br />VEGETATION, AND ANY SOFT OR LOOSE SOILS SHALL BE COMPLETELY REMOVED FROM TO PROPOSED
<br />CONSTRUCTION AREAS. TOPSOIL OF OTHER SUCH MATERIAL CONTAINING ORGANIC MATTER SHALL
<br />NOT BE USED AS FILL BUT MAY BE STOCKPILED AND USED FOR LANDSCAPING PURPOSES.
<br />4. ISOLATED SOFT OR LOOSE AREAS, WHICH ARE UNDERCUT SHOULD BE BACKFILLED WITH MATERIAL
<br />COMPACTED TO THE ADJACENT SOIL DENSITY.
<br />5. IN AREAS TO BE FILLED OF PAVING, THE SURFACE OF THE STRIPPED SOIL SHOULD BE DISKED OR
<br />SCARIFIED TO A DEPTH OF 6 INCHES AND RE -COMPACTED BEFORE PLACING FILL OR PAVEMENT
<br />BASE
<br />MATERIAL.
<br />6. PLACE ANY FILL REQUIRED TO RAISE THE GRADE OF THE SITE IN 6 INCH LAYERS AND COMPACT.
<br />7. ALL NEWLY -CUT OR FILLED AREAS ARE TO BE MULCHED TO ADEQUATELY CONTROL SOIL EROSION
<br />PRIOR TO FINAL LANDSCAPING COMPLETED BY CLIENT.
<br />8. THE MAXIMUM ALLOWABLE SLOPE ON THIS PROJECT IS 2H:1V
<br />9. ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE UNLESS OTHERWISE INDICATED.
<br />10. CALL BEFORE YOUR DIG FOR LOCATION OF UNDERGROUND UTILITIES.
<br />11. ALL UTILITY TRENCHES SHALL MEET EACH UTILITY'S REQUIREMENTS
<br />12. THE INDICATED LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE. EACH INDIVIDUAL
<br />UTILITY SHALL BE COORDINATED WITH THE INSTALLATION OF ADJACENT AND CROSSING UTILITIES.
<br />13. PROPERTY LINES SHALL BE VERIFIED PRIOR TO INSTALLATION OF EROSION CONTROL MEASURES,
<br />CONSTRUCTION, GRADING, CLEARING, AND TREE REMOVAL TREE REMOVAL ON SHARED ACCESS
<br />SHALL BE DONE UNDER CONTRACT WITH SHARED ACCESS PROPERTY OWNER OR DIRECTLY BY CLIENT.
<br />CONSTRUCTION SEQUENCE:
<br />1. ATTEND PRE -CONSTRUCTION CONFERENCE.
<br />2. INSTALL T.E.S.C. MEASURES.
<br />3. CLEAR AND GRADE SITE.
<br />4. INSTALL STORM DRAINAGE SYSTEM.
<br />5. INSTALL SEWER AND WATER SYSTEM.
<br />6. GRADE ROAD.
<br />7. AS -BUILT.
<br />8. REMOVE T.E.S.C. MEASURES.
<br />EXISTING IMPERVIOUS AREA:
<br />HOUSE STRUCTURES
<br />2,008 SF
<br />SHED
<br />322 SF
<br />DRIVEWAYS
<br />1,748 SF
<br />WALKWAYS
<br />874 SF
<br />TOTAL
<br />4,952 SF
<br />TOTAL PARCEL AREA 9,881 S.F
<br />AREA OF DISTURBANCE: 9,881 S.F.
<br />SITE GRADING: 170 CY CUT AND FILL
<br />NEW IMPERVIOUS AREA
<br />DUPLEX STRUCTURE (INCL OVERHANG)
<br />3,311 SF
<br />DRIVEWAYS
<br />902 SF
<br />WALKWAYS
<br />221 SF
<br />TOTAL
<br />4,434 SF
<br />MAHER WELAYE, P.E.
<br />15516 - 56TH AVE. IN �.
<br />EDMONDS, WA 98026 OL
<br />PH: (206) 816-0455
<br />l
<br />LI� MAR 0 5 2024 L
<br />LEGAL DESCRIPTION CITY Cr EVERETT
<br />LOTS 19, 20, 21, AND 22, BLOCK 28, PLAT OF PINEHURST DIVISION 'B, P6'TTR-I services
<br />ACCORDING TO THE PUT THEREOF RECORDED IN VOLUME 8 OF PLATS,
<br />PAGE 18, IN SNOHOMISH COUNTY, WASHINGTON,
<br />EXCEPT ME EAST 10 FEET OF SAID LOT 22.
<br />VERTICAL DATUM
<br />R NA VD 88 (NAVD W-367' = NGw 29)
<br />FOUND CASED MON W17NVDM NAIL SET IN
<br />CONC. NEAR THE INTERSECTION OF MOWN ST
<br />AND WETMORE AVE.
<br />ELEVATION = 382.80'
<br />SURVEY REFERENCES
<br />(R1) PLAT OF PINEHURST DIVISION -9- - VOL 8, PG. 18
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<br />(R2) RECORD OF SURVEY - AFN 201307105002
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<br />(R3) SHORT PUT SP 1202-1-91 - AFN 9106255003
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<br />EQUIPMENT & PROCEDURES
<br />METHOD OF SURVEY.'
<br />SURVEY PERFORMED BY FIELD TRAVERSE AND REAL TIME KINEMATIC
<br />GAS POSITIONING UTILIZING THE H,,GN SMARTNET NETWORK
<br />INSTRUMENTATION:
<br />LEMA TS16 ROBOTIC ELECTRONIC TOTAL STATION
<br />LEICA VIVA GNSS GSOB RECEIVER
<br />ALL EQUIPMENT HAS BEEN MAINTAINED IN ADJUSTMENT TO
<br />MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC 331-130-100
<br />PRECISION:
<br />MEETS OR EXCEEDS STATE STANDARDS SET BY WAC 332-130-080
<br />THROUGH 332-130-110
<br />BASIS OF BEARING:
<br />THE MONUAIENTED CENTERLINE OF WETMORE AVE AS THE BEARING OF
<br />NORTH 01,0314' EAST.
<br />NOTES
<br />1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES
<br />WHOSE MANTES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY
<br />UNNWEO THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND
<br />SURVEYOR OF RECORD.
<br />2.) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS
<br />OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED
<br />OR IMPLIED. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
<br />REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS,
<br />RESERVATIONS, AND OCCUPATION WHICH M4Y ENCUMBER TITLE OR USE OF
<br />SUBJECT PROPERTY.
<br />3.) RECORD SEWER LINE FROM CITY OF EVERETT CIS
<br />PROJECT/SITE INFORMATION
<br />SITE ADDRESS PARCEL NUMBER:
<br />CURRENT ZONNING R-2
<br />1903 Jeck.. Ave. 00545002801900
<br />COMP PLAN: SF
<br />EVERET, WA 98203
<br />LOT SIZE 9,881 S.F.
<br />L.J\
<br />APPLICANT/CONTACT/OWNER:
<br />ALLOWABLE LOT COVERAGE: % I V /
<br />BUILDING AREA 2,B00 S..
<br />NAPA HOMES LLC
<br />LOT COVERAGE 28.34 %
<br />NAPAHOESIGNCAOMAIL.COM
<br />425-268-2515
<br />ALLOWABLE IMPERVIOUS COVERAGE: 50 %
<br />TOTAL IMPERVIOUS AREA 4,434 S.F.
<br />IMPERVIOUS SURFACE COVERAGE: 44.87 %
<br />BUILDING HEIGHT LIMIT: 28'
<br />DATE: DESIGN MW I903 JACKSONAVEE. SCALE 20
<br />2 22 2024
<br />DRAWN DUPLEX JOB NO.
<br />MW 2023-01
<br />CHECKED SHEET
<br />MW SITE PLAN 1
<br />DATE OF
<br />3
<br />OCT., 2023
<br />
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