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SOUND REBAR AND CAP STAMPED "LS ,�, � , .J-/ -,�' ' -% —— —L--=——-�-——1�---_ LEGAL DESCRIPTION
<br /> CHAIN LINK FENCE CORNER 2.4'(S), 0.1'(W) �D ALLEY
<br /> OF CORNER. WOOD FENCE CORNER 0.11E), al V 12716" 0.7'(N) & 1.0' (W OF.�ORNER �3
<br /> o.7'(s) OF CORNER. �� FENCE END 1.0 IN) & (w) OF L+AlE_ i \ FOUND REBAR AND CAP LOTS 31 THROUGH 33, INCLUSIVE, BLOCK 10, PLAT OF
<br /> _ N 17's4" w 74.73'-c (75.00' P) STAMPED "Ls 12716" PINEHURST, ACCORDING TO THE PLAT THEREOF, RECORDED IN
<br /> I — ——— x-—— x _ 0.8 IN) & 0.6'(W) OF CORNER VOLUME 8 OF PLATS, PAGE 3, RECORDS OF SNOHOMISH
<br /> ASPHALT jT7l/�// WOOD!FENCE — — x ••
<br /> ( x WIRE!FENCE x Imo\ 25'-P T - COUNTY, WASHINGTON.
<br /> i �
<br /> GARAGE 70" Aa \ i 25'-F
<br /> � I 10" j WIRE FENCE 1.11S) x WIRE FENCE CORNER
<br /> / 22' ,g" \ PROF?OSED OH 1 1 OF LINE. I I SITUATE IN THE CITY OF BOTHELL, COUNTY OF SNOHOMISH,U INGRSS/EGRES" o'(s), o.5'(E) OF
<br /> / w i CORNER. i _ STATE OF WASHINGTON.
<br /> /��/ EAS 1M _ ., I x \ — VERTICAL DATUM
<br /> � i / r1 ,— - '---- 1.4' I NAVD 88
<br /> 0054.4701002900 I 1 0 ' FOUND CONCRETE MON IN CASE WITH LEAD AND TACK. AT
<br /> I I �� • / LFBH
<br /> CLEATING/GRADING \ PROP. ROpF INTERSECTION OF SOUTH LINE OF SEC. 5, TWP° 28N, R. 5E.
<br /> xl I LOT 31 ti ILl (TIP) I N & FOOTING AND THE EAST LINE, SW 1/4, SW 1/4, SW 1/4, SEC. 5.
<br /> Q� DRAIN (TY1P) ELEV. = 360.95'
<br /> LOT 27 LOT 28 . LOT 29 OT 30 iiri . Ea _ _ �LOT� xJPROP
<br /> T LOT 34 1 LOT 35 MAX HEIGHT
<br /> A = 347.8
<br /> CLEANOUTLot 3? B = 347°4
<br /> ..co ° I35O ! C = 350.3
<br /> I __ / D = 349.5
<br /> 1395/4
<br /> I •1 5 BLOCK 10 348.8 AVERAGE (BASE HEIGHT)
<br /> . ' u ;I I x Rrr
<br /> J V27T/ /� A I 1PLAT OF P.NEHU +28 ALLOWED
<br /> 1 r x / I I° I VOL. 8, PG. 3 376.8'
<br /> • ROP. SIL 1 = MAXIMUM HEIGHT
<br /> o I PR P. o PROP. /N I 11 C
<br /> z ENCS ( ,P)1 DUPLX/A ''� D PLEX2 .1'p'(—
<br /> r4PROP
<br /> x IMPERVIOUS AREA:
<br /> / 1 i .
<br /> I ' EXIST DRIVEWAY 507 SF
<br /> 6.7'—�-
<br /> Ex. HOUSE I 1 ASPHALT
<br /> / # 2215 1 I I / D,, / 1 DRIVEWAY
<br /> .--- O" , I 11.5\ 11.5 I x PROP DUPLEX (W/OVERHANG) 2,632 SF
<br /> x I 7 I ' 11..75 I 7,1'3 PROP WALKWAY 106 SF
<br /> x ////\�/ / ; lb) �f 1 1
<br /> i81 � .,_ �• �, �+ Om
<br /> I1PROP DRIVEWAY 1 ,043 SF
<br /> . ' 0.5'�� A, 1.6°i • I TOTAL PROP IMPERVIOUS= 3,781 SF
<br /> FOUND CHISELED "X" IN CONCRETE INLET I , �� � ,, 11 x FOUND REAR AND CAP
<br /> 0.1'(E) OF CORNER. END CHAIN LINK x a ' '�liamL.--;
<br /> ilm 1 507 + 4,591 = 4,288 SF
<br /> FENCE 0.3'(5), 0.1'(W) OF CORNER. I PROTECTION c� ���t��'��P�' STAMPED �S 12716"
<br /> W 1 *, I /\if•'11' I w / 00 1 0.6'(N) & 0.5'(W) OF CORNER.
<br /> w _ P I �i • .,.
<br /> ����
<br /> rn �- 34 _ I �� ' ■N 8'8 1 5 P W ¢ ii.- �''.j P — 25'-P l 25' P
<br /> \ rir VIII / y
<br /> ------0 1. . G �I a:► i��`, 1 \1161 FENCE CORNER.2(S)' LOT COVERAGE BY BUILDING:
<br /> PAVER WALL i
<br /> ASPHALT ��,��•�\',��'' 1 = CONNECT LOT SIZE = 8,941 SF
<br /> `�♦ ��'0�,�;till,•� 1 "'STORM INTO N
<br /> ��� •
<br /> �� ��� ��� //// — 'SEWER EXISTING STRUCTURE = 0 SF
<br /> Wth
<br /> fo,.#V PROPOSED DUPLEX = 2,632 SF
<br /> t - '� m" .. I CONNEC TOTAL = 2,632 SF
<br /> T _ PROP WATER � ATO EXIST _ _
<br /> PINEHURST AVE. N 88°18'55" wMETER & - - —
<br /> 1 ss SERVICE \ _SEWERS STUB BUILD. SF / LOT SF= 29.44% le)
<br /> ,1 CONSTRUCTION
<br /> FOUND REBAR AND CAP CONSTRUCTION
<br /> N • ASPHALT
<br /> STAMPED "LS 12716"
<br /> EFERANCE \ 0 20'
<br /> -,A PROJECT DESCRIPTION: SITE ADDRESS OWNER/APPLICANT: 1 =20
<br /> Scale Feet
<br /> gl CONSTRUCT NEW DUPLEX HOME 2215 PINEHURST AVE SE ARLINGTON SOUTH LLC ACR
<br /> " OVER LOTS 31 , 32, 33. EVERETT, WA 98203 120 SW EVERETT MALL WAY, STE 200 Design Civil Engineering
<br /> PINEHURST AVE PROJECT Design Change
<br /> EVERETT, WA 98204 KDS amp Project Management
<br /> N TAX PARCELS (425)422-3700 12/0nt8Planning
<br /> Date 1724 W.Marine View Onve,Suite 140;Everett,Wasington 98201 DUPLEX Sheet Affected
<br /> N 00544701002900 285-047-18 Office 425.486.6533 Fox:425.486.6593 www.sdaengineers.com
<br /> 0
<br /> Project No. SITE PLAN Sheets Affected
<br /> R-\Prn;o,4,\7Rc (IanAfnrd Hnmacl\nd7—ie rP;netii,rd RI AI\nwn\etiee4c\PN—CI4npInn—nIIP1 FY.4W.. Ze 9L
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