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MAX HEIGHT _L __
<br /> CHAIN LINK FENCE CORNER 2.4'(5), 0.1'(w) V -PALLEY r - - __OUND REBAR AND CAP STAMPED "LS J -L- LEGAL DESCRIPTION
<br /> A = 346.5 OF CORNER. WOOD FENCE CORNER 0.11E), V12716" 0.7'(N) & 1.0' (w 0 CORNER -54$
<br /> B = 346.8 0.7'(S) OF CORNER. �b FENCE END 1.O'(N) & 7'(W)) LIN / \ FOUND REBAR AND LOTS 29 THROUGH 33,
<br /> C = 347.4
<br /> \ STAMPED "LS 12716
<br /> D = 347.0 N 88°17'54" W 124.55' C (125.00' P)
<br /> - r� _ _ a.8'(N) & o.6'(w) o INCLUSIVE, BLOCK 10, PLAT
<br /> ASPHALT F(/77/777/7 WOOD FENCE -1- 7.'
<br /> • 25'--P w)- OF PINEHURST, ACCORDING
<br /> 1387.74/4 ( I \x x WIRE�FENCE •
<br /> x
<br /> 346.9 AVERAGE (BASE HEIGHT) GARAGE I 0' AP iTO THE PLAT THEREOF,
<br /> / \ I o w,� WIRE FENCE 1.1'(5) I x WIRE FENCE CORNER RECORDED IN VOLUME 8 OF
<br /> +15 ALLOWED �/ 22' /;ZI I \ IH I OF LINE I \1.0 1S), 0.9'(E) OF
<br /> = 361 .9' MAXIMUM HEIGHT / // ,,E; I I CORNER, PLATS, PAGE 3, RECORDS
<br /> � Nk I W _�„__- OF SNOHOMISH COUNTY,
<br /> I°. 4 .. .114-
<br /> '� �I +' CLEARING/GRADING >, \ WASHINGTON.
<br /> IMPERVIOUS AREA: PROP SPLASH \Dsrg
<br /> I) \ I LIMITS (TYPI) I
<br /> CLEANOUT LOCKV 00544 01002900 I SITUATE IN THE CITY OF
<br /> \ 16 I 11 ,903 SF BOTHELL, OF
<br /> EXISTING
<br /> EXIST HOUSE 845 SF (TYP) ( B �R ARAG ----.._ ---- BOTH LL, COUNTY STATE F
<br /> EXIST GARAGE 329 SF �' o �� �� o \ Sz x 1 4OF
<br /> EXIST WALK/PATIO 204 SF A a ri '-I�\ LOT 31 ]I TO BE WASHINGTON.
<br /> EXIST DRIVEWAY - 641 SF LOT 27 LOT 28 0 F-- LOT 3 --III , x�/// // REMOV ,--,--1
<br /> TOTAL EX. IMPERVIOUS= 2,019 SF PRI OP. SILT o LOT z OPROF'. o VERTICAL DATUM
<br /> PROP. C ASPHALT '<% / • LOT 32 I LOT 33 O x LOT 34
<br /> F NCE TYP oI / / \ N I l
<br /> ( ) GARAGE_ DRIVEWAY >/ GARAGE / I NAVD 88
<br /> REMOVE EX GARAGE 329 SF I i . CN oN 30' I / j Ix I I FOUND CONCRETE MON IN
<br /> REMOVE EX DRIVEWAY 641 SF I 4 j WOOD FENCE \ I -x/ / I
<br /> 350 CASE WITH LEAD AND TACK.
<br /> REMOVE WALK/PATIO 62 SF I 5.3' =, 20 - / /Ix x
<br /> TOTAL IMPERVIOUS REMOVED= 1 ,032 rL x ///// I AT INTERSECTION OF SOUTH
<br /> I I
<br /> ‘ii,
<br /> : ,� !< X >/(/
<br /> IX / - LINE OF SEC. 5, TWP. 28N,
<br /> IW , " D ' a I W/I BLOCK 10 R. 5E. AND THE EAST LINE,
<br /> PROP DRIVEWAY 1 ,438 SF I,
<br /> EXISTING RIVEWAY SW 1/4 SW
<br /> PROP SHOP (W/OVERHANG) 484 SF I ( M / CONCRETE I TO BE EM VED/ / x PLAT OF PINEHURST SW 1/4, 1/4,
<br /> TOTAL PROP IMPERVIOUS= 1 ,922 SF I °' / S.O+VALK I REPT ED 1 ITH I VOL. 8, PC. 3 SEC. 5. ELEV. = 360.95'
<br /> I •
<br /> I 1MPORARY SEEDING/ 0 1
<br /> Z � I
<br /> 2,019-1 ,032+1 ,922= 2,909 SF i /�/ �/ /(\ z i
<br /> LOT COVERAGE BY BUILDING: // EX. HOUSE /I I + / I I w R I I
<br /> LOT SIZE = 14,903 SF 6.7 - i/�`� # 2215 � I 1;' / �' �pF WASH ; ,
<br /> EXISTING HOUSE = 845 SF x �//�/�Ll/. / �' Q ��
<br /> \ I I •
<br /> PROPOSED GARAGE 400 SF ® - I , i qui„"` �11','�.'��',
<br /> PROP J -5-)00,.-vi°. I
<br /> 1 ,245 SF OS • •. I 0 Cl�
<br /> FOUND CHISELED 'X" IN CONCRETE INGRESS Ei R �►� �\ I I I / 125
<br /> 0.11E) OF CORNER. END CHAIN LINK / � I FOUND REBAR AND CAF ST' ,�
<br /> BUILD. SF / LOT SF= 8.35 EASEMENT J **00c1
<br /> srAMPED "Ls 12716" �N .'1.:
<br /> ,,,
<br /> FENCE 0.31S), 0.11W) OF CORNER. I -, i ,��* 0.6'(N) & 0.5'(W) OF C
<br /> L------ � . 0� I I I _ .,:I -2°I- IC,
<br /> al • _____
<br /> - 348 N 88°18'5 ' ��'..5' C (125.00'-P) - - _
<br /> --�E 1 C6 . \� 1 ' FOUND REBAR AND CAP \ .,� j .
<br />
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