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<br />00726800000900
<br />522 94TH STREET
<br />EVERETT, WA 98204
<br />M iv
<br />PERMEABLE
<br />CONCRETE
<br />(TYP.)
<br />Z6,
<br />28041300300200
<br />MUKILTEO SCHOOL
<br />9401 SHARON DR
<br />EVERETT, WA 98204
<br />FX. VIA TER
<br />VAULT
<br />c�
<br />OLD LOT LINE
<br />NEW LOT LINE
<br />!!!!!!
<br />(AFTER BLA) —�
<br />20' WATER EASEMENT
<br />AND VACATED 96TH STREET SIV EX.
<br />9603070450 —\ D-fi. '
<br />EX. CB-T1=583.74----.-,0
<br />1F_=58i.50(S12'CONC)
<br />00378700303700
<br />MUKILTEO SCHOOL
<br />9401 SHARON DR
<br />EVERETT, WA 98204
<br />CHEOLOGICAL NOTE:
<br />SECTION 13, TOWNSHIP 28N, RANGE 4E, W.M.
<br />00378700200502 '
<br />�s
<br />Lao
<br />• N�21' „ � 9516 HOLLY DRIVE
<br />EVERETT, WA 98204 /
<br />N /
<br />N \ _• \
<br />\ ` 5,864 SF
<br />e
<br />FOUND 1" tRON
<br />< 4 PIPE DOWN 0.3,
<br />\ VISITED 11-2-2021
<br />i 'v ti.ese< 952087002HOLLYO500 DRIVE �/
<br />�..
<br />p' 4 \�� � EVERETT, WA 9&204
<br />IN, ESM'T �/ S
<br />TO MWWD
<br />�! AF 202110060383 & �X. SS&&H=584.t9-
<br />.r�i'7 ems` #20220303157 / tE=71.45{WS PVc)
<br />x a,'p" tE=571.33;NE8IC)
<br />ASPHALT
<br />ROAD (3,120 SF)
<br />EX, 08-T1-583.14.
<br />IE=580, 06{NE12 D!)
<br />IE-580.24(SW72. "Dt l .
<br />NO PARKING
<br />SIGN (TYP.)
<br />St/ EX.
<br />IF AT ANY TIME DURING CONSTRUCTION ARCHEOLOGICAL RESOURCES ARE OBSERVED
<br />ON THE PROJECT SITE, WORK SHALL BE TEMPORARILY SUSPENDED AT THE
<br />LOCATION OF DISCOVERY AND A PROFESSIONAL ARCHAEOLOGIST SHOULD DOCUMENT
<br />AND ASSESS THE DISCOVERY. THE DEPARTMENT OF ARCHEOLOGY AND HISTORIC
<br />PRESERVATION (DAHP) AND ALL CONCERNED TRIBES MUST BE CONTACTED FOR ANY
<br />ISSUES INVOLVING NATIVE AMERICAN SITES. IF PROJECT ACTIVITIES EXPOSE HUMAN
<br />REMAINS, EITHER IN THE FORM OF BURIALS OR ISOLATED BONES OR TEETH, OR
<br />OTHER MORTUARY ITEMS, WORK IN THAT AREA MUST BE STOPPED IMMEDIATELY.
<br />LOCAL LAW ENFORCEMENT, DAHP, AND AFFECTED TRIBES MUST BE IMMEDIATELY
<br />CONTACTED. NO ADDITIONAL EXCAVATION MAY BE UNDERTAKEN UNTIL A PROCESS
<br />HAS BEEN AGREED UPON BY THESE PARTIES, AND NO EXPOSED HUMAN REMAINS
<br />MAY BE LEFT UNATTENDED.
<br />FH
<br />PROJECT INFORMATION:
<br />1) NO CRITICAL, FLOOD HAZARD, ESA, LANDSLIDE
<br />HAZARD, AND SEISMIC HAZARD, SLOPES OF 40%
<br />AND GREATER, EROSION HAZARD AREAS ON OR
<br />NEAR THE SITE.
<br />2) NO GEOLOGICALLY HAZARDOUS AREAS, STREAMS,
<br />WETLANDS OR THEIR BUFFERS ON OR WITHIN 200
<br />FEET OF THE PROJECT SITE.
<br />3) NO FISH AND WILDLIFE CONSERVATION AREAS.
<br />NO SLOPES OF 25% OR GREATER ASSOCIATED OR IN
<br />CONJUNCTION WITH ONE OR MORE OF THE ESAS.
<br />EX.
<br />F`t
<br />11�11EX. CB--TI._.58171
<br />it
<br />EX CB-TI=583.59
<br />1=58IJ8(W8?1,1C)
<br />IE=580.93(SW12"D1)
<br />NOTE:
<br />EX. S.SVH= 584.74
<br />IE 575.63(NWS FVC)
<br />If 575.76(N#d6 PVC)
<br />1E-575.44(SE8 PIACI
<br />x "
<br />n
<br />LOCATION & FOOTPRINT OF HOME SHOWN IS
<br />APPROXIMATE AND IS FOR VISUAL PURPOSES
<br />ONLY. FINAL HOUSE AND DRIVEWAY LAYOUT
<br />SHALL BE DETERMINED AT THE TIME OF
<br />BUILDING PERMIT.
<br />LEGEND
<br />EXISTING
<br />DESCRIPTION
<br />PROPOSED
<br />B.S.B.L
<br />- — — — — -
<br />BLDG SETBACK LINE (BSBL)
<br />B.S.B.L
<br />— — —
<br />0
<br />CATCH BASIN (Ty-1)
<br />©
<br />O
<br />CATCH BASIN (Ty-2)
<br />CASE MONUMENT
<br />B
<br />�-- --
<br />DRAINAGE DITCH/SWALE
<br />—�—
<br />tDRAINAGE
<br />FLOW PATTERNS
<br />- - - - - - - - - - -
<br />EASEMENTS (ESM'T)
<br />-----------
<br />EOA
<br />EDGE PAVEMENT (EOA)
<br />am
<br />FIRE HYDRANT (FH)
<br />1
<br />4F
<br />LOT LINE
<br />I
<br />MAILBOXES (MB, CBU)
<br />PROPERTY LINE (P/L) -
<br />-
<br />RIGHT OF WAY (R/W)
<br />_.
<br />ROAD CENTER (CTR) LINE
<br />-
<br />-- 0D)
<br />SANITARY SEWER MANHOLE
<br />-
<br />O
<br />YARD BASIN (YD)
<br />gg-----SS
<br />SANITARY SEWER LINE
<br />_SD —so
<br />STORM SEWER LINE
<br />SEWER STUBOUT
<br />--®A
<br />e
<br />STORM STUBOUT
<br />F--------
<br />4
<br />UTILITY POLE (PP, UP)
<br />t
<br />°
<br />BLOW -OFF (BO)
<br />O
<br />- ®W
<br />WATER SERVICE (WS)
<br />1W
<br />M
<br />WATER VALVE (WV)
<br />H
<br />RECORD DRAWING
<br />This Record Drawing has been prepared, in part,
<br />based on "As -Built" information provided by
<br />others. Though the as -built information and this
<br />drawing are based on the best available
<br />information, no presumption should be made
<br />regarding the drawing's accuracy.
<br />Jim Knappert 01/17/2024
<br />Permit Inspector
<br />TOTAL ON -SITE
<br />IMPERVIOUS AREA SUMMARY TABLE
<br />PGIS (s
<br />NPGIS (st)
<br />Total (s1
<br />Existing
<br />1,099
<br />1,5
<br />2,670
<br />Existing (Removed)
<br />1,099
<br />1,571
<br />2,670
<br />Replaced
<br />0
<br />0
<br />0
<br />New
<br />11,130
<br />18,549
<br />29,679
<br />New + Replaced
<br />11,130
<br />18,549
<br />29,679
<br />Total Site Impervious
<br />1 11,130
<br />18,549
<br />29 679
<br />TOTAL AREA - 52,998 SF = 1.21 AC
<br />t
<br />I-E®©'
<br />VICINITY MAP
<br />SCALE: 1" = 2.000'
<br />LEGAL DESCRIPTION
<br />LOT 6, BLOCK2, PLAT OF ARCADIA GARDENS, ACCORDING TO THE PLAT
<br />THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGES(S) 38, RECORDS OF
<br />SNOHOMISH COUNTY, WASHINGTON.
<br />TOGETHER WITH THAT PORTION OF 96TH ST SW VACATED PER CITY OF
<br />EVERETT ORDINANCE NO. 2125-96 RECORDED UNDER AUDITOR'S FILE NUMBER
<br />9603070450, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br />DATUM NAVD 88
<br />BENCHMARK
<br />FOUND CASED, BRASS DISK WITH "X" IN A 4%4" CONCRETE
<br />MOINUMENT AND STAMPED "LS 18094" LOCATED ABOUT 110 FEET
<br />WEST OF THE INTERSECTION OF 100TH STREET SW AND HOLLY
<br />DRIVE, AKA CITY OF EVERETT STATION 678-28-04.
<br />ELEV.=573.705
<br />SITE DATA
<br />SITE ADDRESS: 9530 HOLLY DRIVE EVERETT, WA 98204
<br />TAX ACCOUNT NO.: 003787-0020-0600
<br />WATER SUPPLY: CITY OF EVERETT
<br />SEWAGE DISPOSAL: MUKILTEO WATER & WASTEWATER
<br />GROSS SITE AREA: 1.20 ACRES = 52,248 SF
<br />SURVEYOR
<br />ORCA LAND SURVEYING
<br />3605 COLBY AVE
<br />EVERETT, WA; 98201
<br />425.259.3400
<br />PLANNER/CONTACT
<br />LAND RESOLUTIONS
<br />3605 COLBY AVE
<br />EVERETT, WA 98201
<br />425.258.44438
<br />ATTN: JEN HAUGEN
<br />CIVIL ENGINEER
<br />OMEGA ENGINEERING, INC.
<br />JOSEPH SMEBY, PE
<br />2707 WETMORE AVE.
<br />EVERETT, WA 98201
<br />425.903.4852
<br />F: 425.259.1958
<br />OWNERAPPLICANT
<br />BUSTARD CUSTOM CONSTRUCTION, INC
<br />13016 107TH ST NE
<br />LAKE STEVENS, WA 98258
<br />ATTN: PAUL BUSTARD
<br />425.876.6551
<br />EMAIL: PAULBUSTARDOGMAIL.COM
<br />THE AS —BUILT INFORMATION SHOWN WAS
<br />PROVIDED BY ORCA LAND SURVEYING, INC., &
<br />THE CONTRACTOR. OMEGA ENGINEERING HAS
<br />PREPARED AND STAMPED THIS DRAWING BASED
<br />ON THAT INFORMATION.
<br />DRAWING INDEX
<br />1) PROJECT COVER SHEET
<br />2) SWPPP
<br />3) FRONTAGE PLAN
<br />4) GRADING PLAN (AB)
<br />5) DRAINAGE PLAN (AB)
<br />6) STORMWATER NOTES & DETAILS
<br />7) ACCESS PLAN & PROFILE (AB)
<br />8) WATER PLAN (AS)
<br />9) WATER DETAILS
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<br />a-
<br />•
<br />• o PROJ. NO. BY pSN. :
<br />22-0104 EJT
<br />DATE
<br />Know what's below. 8/11/2022
<br />Call two business S° E°
<br />1"=30'
<br />days before you dig.
<br />DRAWING NO.
<br />1 of 9
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