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PEREZ SP
<br /> SECTION 13, TOWNSHIP 28N , RANGE 4E, W. M . . o
<br /> ELI
<br /> LEGEND € SITE
<br /> 00726800000900 rx _ N 522 947H STREET' EXISTING DESCRIPTION PROPOSED
<br /> EVERETT W
<br /> ,WA 98204 y f
<br /> B.S.B.L. B .6.L. E ' w fi f2
<br /> BLDO SETBACK LINE(BSBL) - .S
<br /> / --- --
<br /> CATCH BASIN(Ty-1)
<br /> / QD CATCH BASIN(Ty-2) O
<br /> ,
<br /> O CASE MONUMENT IS ar WF
<br /> 26'- II �--20' BSBL 00378 700200502 t t R RAINAGE FLOW PATTERNS //9oo37a7ooz000soo DRAINAGE DITCH SCALE —
<br /> a a 4141
<br /> —
<br /> 2.6'-'x ---------.-- EASEMENTS(ESM'T) _---------- ) r
<br /> I
<br /> „-YARD AREA" \ F.OA EDGE PAVEMENT(EOA) EVA\ -FIRE HYDRANT(FH) 4- w yl!e..... 2
<br /> .._ —.— ,
<br /> LOT LINE VICINITY MAP �
<br /> G-J MAILBOXES(MB,CBU) - SCALE: 1"=2,00V Sl ylr`YQ
<br /> 13,252 SF PROPERTY LINE(P/L) w�S eI 3 \ / \ \ _ RIGHT OF WAY(RM OP
<br /> ROAD CENTER(CTR)LINE __ LEGAL DESCRIPTION
<br /> LOT 6, BLOCK2, PLAT OF ARCADIA GARDENS, ACCORDING TO THE PLAT
<br /> :J SANITARY SEWER MANHOLE THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGES(S). 38, RECORDS OF
<br /> O YARD BASIN(YD) ® SNOHOMISH COUNTY, WASHINGTON.
<br /> SANITARY.SEWER LINE - TOGETHER .WITH THAT PORTION OF 96TH ST SW VACATED PER CITY OF
<br /> EVERETT ORDINANCE NO. 2125-96 RECORDED UNDER AUDITOR'S FILE NUMBER W
<br /> x - 3 —SD —sD ---- STORM SEWER LINE
<br /> PERMEABLE I \ 9603070450, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br /> CONCRETE y g \ - SEWER STUBOUT
<br /> (TYP.). I 2% R
<br /> \ STORM sTUBOUT E-®-------- DATUM NAVD 68 .J ��/
<br /> -0- - UTILITY POLE(PP,UP) -W V)
<br /> BENCHMARK
<br /> ^ ` 415SC 51• 00378700200501 / \ BLOW-OFF(BO) o FOUND CASED, BRASS DISK WITH "X" IN A 4"x4" CONCRETE
<br /> 9516 HOLLY DRIVE - \ n,AM WATER SERVICE(WS) a-- MONUMENT AND STAMPED "LS 18094" LOCATED ABOUT 110 FEET W LL
<br /> EVERETT,WA 98204 WEST OF THE INTERSECTION OF TOOTH STREET SW AND HOLLY W
<br /> WATER VALVE(WV) N 'A
<br /> 28041300300200 x \ \ DRIVE, AKA CITY OF EVERETT STATION 678-28-04. V/
<br /> MUKILIEO SCHOOL N8849'33'W 47.16' \ y _ ELEV.=573.705
<br /> VER SHARON Dft '�.
<br /> EVERETT,WA 98204
<br /> L g \ \ SITE DATA ()
<br /> SITE ADDRESS: 9530 HOLLY DRIVE EVERETT, WA 98204
<br /> S.SMh=584.74
<br /> 5,864 SF \ \ TAX ACCOUNT NO.: 003787-0020-0600
<br /> / - \ TE=575.63(Nv�"P'K) WATER SUPPLY: _CITY OF EVERETT
<br /> IF=57576(NW6
<br /> n \ FOuND r IRON �j rF=57s.44{see"PVCPVC) SEWAGE DISPOSAL: MUKILTEO WATER & WASTEWATER
<br /> \ GROSS SITE AREA: 1.20 ACRES = 52,248 SF
<br /> vhM PIPE DO OJ W
<br /> x 4, f WSITED i,-2-202. >nl w
<br /> 00378700200500 - / ¢� `-
<br /> zfi'- Se< 9520 HOLLY DRIVE / \' o SURVEYOR CIVIL ENGINEER W°'M
<br /> j',r'' p a - , \O EVERETT,WA 98204 / / s ,yxN �' - ORCA LAND SURVEYING - OMEGA ENGINEERING, INC. 00 rn N
<br /> 6302 SF \\0 15' ESM'T / u ui
<br /> TO MWWD 3605 COLBY AVE JOSEPH SMEBY, PE
<br /> AF 202110060383 & /' IEX.SSUH=584.19 EVERETT, WA 98201 2707 WETMORE AVE. w k v v
<br /> #20220303157 / TE sn.45(W8"Pvc) 425.259.3400 EVERETT, WA 9B201 LU
<br /> .1.6g0{� .. / / tE-5713s(rIEBo�K� - - 425.903.4852 UU
<br /> ` ASPHALT /moo• x / F:425.259.1958 o>
<br /> �I y �- �l b•$ ROAD (3,120 SF) // \ti N w
<br /> PLANNER/CONTACT OWNER/APPLICANT
<br /> DRAINAGE ESM'T / LAND RESOLUTIONS BUSTARD CUSTOM CONSTRUCTION, INC.
<br /> TO BENEFIT / / / 3605 COLBY AVE 13016 107TH ST NE a z
<br /> a�._. LOTS 1-6 EVERETT, WA.98201 LAKE STEVENS, WA 98258
<br /> 5,426 SF •-�\�`�- �" \- : 6,148 SF -" // - / •p. / / 425.258.4438 ATTN: PAUL BUSTARD t7
<br /> i- uLNA TER > �fj \ v E ,-\ o� // 04�1/ / ATTNc JEN.HAUGEN EMAIL PAU BIUSTARDOGMAILCOM W
<br /> j1{I V w� \• \•. C\ O G fi O t9
<br /> e / /. uzi
<br /> { N I �' 8,258 SF \ \ w:.;. \ / MNG ESM'r
<br /> \ M T \ \ AMD TOM
<br /> INGRESS EGRESS
<br /> UTwIT EASEw� T AS-BUILT NOTE:
<br /> — \ .01 EX.FH Z
<br /> OLD LOT.LINE - ( -� ? THE AS-BUILT INFORMATION SHOWN WAS 0 LL
<br /> IE CB T(IE8 Pi 71
<br /> NEW LOT LINE nxa9' (Tm.) / / EX.CB74(E8'PVC) PROVIDED A OR. LAND SURVEYING, INC., & O w 9
<br /> (AFTER BLA) - sesz7'Ssc GN-sTEEasEMENr THE CONTRACTOR. OMEGA ENGINEERING HAS (o Z � 2
<br /> 20'WATER EASEMENT - / PREPARED AND STAMPED THIS DRAWING BASED L.L
<br /> AND VACATED 96TH STREET SIV tX. COE 12'• (PRIVATE ROAD) c = O GRANTED TO MWW � ai ON THAT INFORMATION. / ) T— (n F
<br /> AFN 9603070450 C.I. WATER MAIN V J , j
<br /> EX.CO-TT s63.59 > Z �
<br /> EX CB-77 583.74- /�° - / tE-58 18(PR?'JC) N T— O W
<br /> "'� ay ;E-58093(SW72"DI) _ k H Z
<br /> rt 581.50(S12'CONC) } �g W N O Q
<br /> LU
<br /> MUKILTEO SCHOOL EX C8-T}=583.t4 Lj
<br /> v\i.� / LL
<br /> W w W O
<br /> 940
<br /> 1 311ARON 20 IE=58O.06(NEF2 Dt)�/ Z
<br /> EVERETT,WA 98204 fE-580.24(SW72"DE) ALL\\ //�� LL O
<br /> NO PARKING LL O Z
<br /> / SIGN (TYP.) N 0 F
<br /> 0 N
<br /> Ftt V a
<br /> PROJECT INFORMATION: OTE; TOTAL ON-SITE
<br /> ARCHEOLOGICAL NOTE: `�— IMPERVIOUS AREA SUMMARY TABLE
<br /> IF AT ANY TIME DURING CONSTRUCTION ARCHEOLOGICAL.RESOURCES ARE OBSERVED 1) NO CRITICAL, FLOOD HAZARD, ESA, LANDSLIDE LOCATION & FOOTPRINT OF HOME SHOWN IS DRAWING INDEX ON THE.PROJECT SITE, WORK SHALL BE TEMPORARILY SUSPENDED AT THE HAZARD, AND SEISMIC HAZARD, SLOPES OF 40% APPROXIMATE AND IS FOR VISUAL PURPOSES PGIS(s NPGIS(sf) Total(S
<br /> LOCATION OF DISCOVERY AND A PROFESSIONAL ARCHAEOLOGIST SHOULD DOCUMENT AND GREATER, EROSION HAZARD AREAS ON OR ONLY. FINAL HOUSE AND DRIVEWAY LAYOUT Existin 1, 99 ,571 7 1) PROJECT COVER SHEET
<br /> AND ASSESS THE DISCOVERY. THE DEPARTMENT OF ARCHEOLOGY AND HISTORIC NEAR THE SITE. SHALL BE DETERMINED AT THE TIME OF Existing Removed) 1,099 1,571 2670 2) SWPPP
<br /> PRESERVATION (DAHP) AND ALL CONCERNED TRIBES MUST BE CONTACTED FOR ANY BUILDING PERMIT. Replaced 0 0 0 3) FRONTAGE PLAN a 22-0104 EJT
<br /> ISSUES INVOLVING NATIVE AMERICAN SITES. IF PROJECT ACTIVITIES EXPOSE HUMAN 2) NO GEOLOGICALLY HAZARDOUS AREAS, STREAMS, New 11,130 18,549 29,679 4) GRADING PLAN (AB) - - I&. —
<br /> REMAINS, EITHER IN THE FORM OF BURIALS OR ISOLATED BONES OR TEETH, OR WETLANDS OR THEIR BUFFERS ON OR WITHIN 200 New+Replaced 11,130 18,549 29 679 5) DRAINAGE PLAN (AS) Know what's below. 8/11/2022
<br /> OTHER MORTUARY ITEMS, WORK IN THAT AREA MUST BE STOPPED IMMEDIATELY. FEET OF THE PROJECT SITE. Total Site Impervious 11,130 18,549 29,679 6) STORMWATER NOTES & DETAILS o 30 BD
<br /> LOCAL LAW ENFORCEMENT, DAHP, AND AFFECTED TRIBES MUST BE IMMEDIATELY - - Lad ! Call two business
<br /> CONTACTED. NO ADDITIONAL EXCAVATION MAY BE UNDERTAKEN UNTIL A PROCESS 3) NO FISH AND WILDLIFE CONSERVATION AREAS. H�HORIZONTAL SCALE days before you dig. 1"=30'
<br /> 7) ACCESS PLAN & PROFILE(AB)
<br /> HAS BEEN AGREED UPON BY THESE PARTIES, AND NO EXPOSED HUMAN REMAINS NO SLOPES OF 25%OR GREATER ASSOCIATED OR IN TOTAL AREA-52,998 SF.=1.21 AC 8) WATER PLAN (AB) .
<br /> MAY BE LEFT UNATTENDED. CONJUNCTION WITH ONE OR MORE OF THE ESAS 9) WATER DETAILS 9
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