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MAX HEIGHT
<br /> CHAIN LINK FENCE CORNER 2.4'(S), 0.1'(W) WUND REEAR AND CAP STAMPED "LS ' _ -x---- -_- -x LEGAL DESCRIPTION
<br /> A = 346.5 OF CORNER. WOOD FENCE CORNER 0.1'(E), Dry-, 0f 12716" 0.7'(N) & 1.0' (W� O CORNER ® 4B ALLEY
<br /> B = 346.8 0.7'(S) OF CORNER. '')N FENCE END '.0'I2 & G'7"('W)) LAE. ------ \ FOUND REBA:R At\D
<br /> C = 347.4 STAMPED "Ls 12716 LOTS 29 AND 30, BLOCK
<br /> - - Gf/0 FE CEN 88°17'54" W( 124,55-: (1251.D0'-P) 8'(/) 0 10, PLAT OF PINEHURST,
<br /> D = 347.0 _ _ .► WIRE FENCE
<br /> ______
<br /> 1387.74 4 ! ASPHALT / i ► z ' 4" W 825' c (�DD-P) '` - x - X ,_ _0.2_85'(;_N_);_ ACCORDING TO THE PLAT
<br /> / " 88°17'54" w 7 .73'-C (75,DC'-P _
<br /> GARAGE / \ ) THEREOF, RECORDED IN
<br /> 346.9 AVERAGE (BASE HEIGHT) i 1r ,o° WI RE FENCE 1.1'(S) x WIRE FENCE CCR,,ER
<br /> +15 ALLOWED 2.2' "- : tan ? „ U� OF LINE iVOLUME 8 OF PLATS, PAGE
<br /> I / / ..,u \ w I \1.0IS), 0.9( ) 3, RECORDS OF SNOHOMISH
<br /> = 361.9' MAXIMUM HEIGHT f ; / 2 _ !, I I I coRNER.
<br /> / /.I�. COUNTY, WASHINGTON.
<br /> �S`t.1i1` Proi ./_//1Z/1�/A r ) 1 1 ." I1 L1 CLEARING/GRADING - - I
<br /> PROP SPLASH 1 I 1 LIMITS (TYP) I SITUATE IN THE COUNTY OF
<br /> IMPERVIOUS AREA: j CLEANOUT LOCK -- - ,,•0 4 01002900 - - SNOHOMISH, STATE OF
<br /> i� 1 \ 16 1 EXISTING I '
<br /> EXIST HOUSE 845 SF ! I (TYP) L NT EN _ _ i 1 • . , 11 S= ARAGE� 1.4' WASHINGTON.
<br /> EXIST GARAGE 329 SF f a 1. . o LOT 31 _ 1 TO ! x 'C S�c11� t �foce55
<br /> EXIST WALK/PATIO 204 SF A N - X'."--X-- . �I REMOVE 1 31
<br /> EXIST DRIVEWAY 641 SF LOT 27 ;LOT 28 °- 29 I -_ 1 ► ///// I. ' \
<br /> TOTAL EX. IMPERVIOUS= 2,019 SF o ' PCT LOT 3 1 - VERTICAL DATUM
<br /> PROP. SILT o I C OPR
<br /> o PROP. ASP ;qq���T ' G / • I LOT 32 LCT 33x LOT 34 I
<br /> FENCE (TYP) �� o GARAGE- ? DRIVEWAY , !/ GARAGE % I 1 1
<br /> REMOVE EX GARAGE 329 SF 1 N o1/ l / Y f NAVD 88
<br /> REMOVE EX DRIVEWAY 641 SF i i i' l N! 30' 1 I/ / . 1 I i FOUND CONCRETE MON IN
<br /> / �€ 20' !� WOOD FENC, /jx 1 N- x 350 CASE WITH LEAD AND TACK.
<br /> REMOVE WALK PATIO 62 SF 5.3 --
<br /> a �. . --� ,i ;1rI I 1 ///// < 1 / I AT INTERSECTION OF SOUTH
<br /> TOTAL IMPERVIOUS REMOVED= 1,032 f °' e_ ?
<br /> ( �w I 1 IL I� . . X . X )4I. 1 / H LINE OF SEC. 5, TWP. 28N,
<br /> PROP DRIVEWAY 1 ,438 SF D _ 1fr. `' III !� 1 EXISTING RIVEWAY �1 BLOCK 13 R. 5E. AND THE EAST LINE,
<br /> PROP SHOP (W/OVERHANG) 484 SF `Q v / �/7 4,,cRETE �i TO BE REM I VED/ x PLAT OF PINcl �ST SW 1/4, SW 1/4, SW 1/4,
<br /> ( / ) °' ;'AL ' 1 REPS ED /ITH ; I 1 VOL. 8, PO. 3 SEC. 5. ELEV. = 360.95'
<br /> TOTAL PROP IMPERVIOUS= 1,922 SF J.
<br /> ,, , 1 1 fMPORARY' SEEDING/ ~✓ I
<br /> 2,019-1,032+1 ,922= 2,909 SF I / / \ I 1 I
<br /> LOT COVERAGE BY BUILDING: I ` d- / -- / ! ? 1 ! w
<br /> 1 ln. LX, HOUSE , I 1 .,, .R,�
<br /> LOT SIZE = 5,962 SF 6.7' - 22151 I ?;' 1 / ! a?���of wAS8// 00,co //I�a i 1 x . o Q 1 _/
<br /> x 1 le 1.3' Qe ' if* r
<br /> EXISTING HOUSE 845 SF I x / /-z'` / / �1 - '' 1 7 I I � .I1�
<br /> / ki-
<br /> PROPOSED GARAGE = 400 SF ! I 1 0 ' x Ai '
<br /> 1 ,245 SF PROPOS •' •,.., 1'��I `` , I I .
<br /> `
<br /> mom \ I ' 5 r o<��
<br /> ! FOUND CHISELED 'X" IN CONCRETE INGRESS/El R :rt.cI
<br /> AC 1 I r • kisp.BUILD. SF / LOT SF= 20.88% D.i'(E) OF CORNER. END C A LINK EASEMENTeI *,
<br /> ! FOUND REBAR A P AF ���
<br /> STAMPED "LS 127 i C" *ill**
<br /> '
<br /> FENCE 0.3 IS), 0.1'(W) OF CORNER. ( 1 0.6'(N) & 0 y111127106;1
<br /> (� F C
<br /> I-- ----- ------ N 88`1154" ��j 9.8 (5C.0 '*,( I/ 1 x i
<br /> I -2°I- iq
<br /> Co(npr5 1x,,A be C.at rn .. _ !_ P�1_ f' 88`17 4., ' T32191
<br /> ,• J •- 3 J N ;88'18'5. Lim, . �5' r� -- -1 44.73'-C175.00'-P) j 25'-P
<br /> cn
<br /> I 46 1 1 1" -C (125.00-P) 6`�� 6)(v% or �6 �t2Ct sekbacicS if- i 1.v /�� 1 F0/ REtARANDCAP `° r` ��'t 2019h�b �O `�a._ , WIRE FENC END 2,2.n 1�on EMC. �1.3q. t�0, c� PAi'ER AL , 'jit +, / 1 Sl�rP D LS 12716,��- / 0.6',A) & 0.7'(W) OF CORNER �. 1.6'(E) CF ORNER/ / // �. I e OF EVERETT N
<br /> $�, �,DM ASPHALT •• •• •�� �`ONSTRUC BION ; Services
<br /> crgN KIM= 338.7 ` CONSTENTERNCE
<br /> Eill)
<br /> / INV. 8:' PVC(E)=329.45' ��
<br /> J
<br /> - t,` Irv? 8" PVC(W)=329.35' �V 1�t 1/l �n� W 7 ill • W (� r� ��/ //// �N/7
<br /> f _
<br /> - - f- - - - APPROVEDt51•10V4 This ap r-cw-i only applies\to
<br /> 1 , ' PINEHURST AVE. NN' 8118'55 w PLANNING & COMMiTY -the work being p r orrrred- nder
<br /> \I SS DEVELOPMENT DE - .! • t.��..:,.= 41,- 0 20'
<br /> //// //// / J�c� BY and does not recognize any ,
<br /> N dp\ Acou/11T \ existing structure that may ndt = 20 - -�
<br /> 3 4�$\1�PROJECT DESCRIPTION: SITE ADDRESS OWNER/APPLICANT: DATE t 11 meet Zoning Code. Scale Feet
<br /> ea ACR
<br /> N EMOVE DETACHED GARAGE�AND 2215 PINEHURST AVE SE ARLINGTON SOUTH LLC Design Civil Engineering PINEHURST AVE PROJECT Design Change
<br /> CONSTRUCT NEW DETACHED EVERETT, WA 98203 120 SW EVERETT MALL WAY, STE 200 KDS Project Management 9 9
<br /> N Drawn .,'a Planning
<br /> GARAGE FOR HOUSE #2215. EVERETT, WA 98204 01/29/19
<br /> TAX PARCELS (425)422-37001724w.Marine iewDrive,Suite 140;Everett,wasington98201 _ Sheet Affected
<br /> o Date Office:425.486.6533 Fox 425.486.6593 wwwsdoengineers.com
<br /> 285-047-18 SITE PLAN
<br /> 00544701002900 Project-No. -- - - - sheets Affected
<br /> R:\Projects\285 (Hartford Homes)\047-18 (Pinehurst BLA)\Dwg\sheets\PH-SitePlan.dwg 36x24
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