19615 88TH AVE W.PDF15451
19615 88TH AVE W
ADDRESS: V� aoc. s bi
TAX ACCOUNT/PARCEL NUMBER: 005 g c� c�?C)OO o o & o o
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
C:1200 6 -
CRITICAL AREAS:- 0'�,) - (0 a - DETERMINATION: []Conditional Waiver E] Study Required XWaiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS
PLANNING DATA CHECKLIST DATED: 11,10-810
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LLD-#-
-rc-)
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S).#:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT
WATER METER TAP CARD DATED: *P�-o 06
LATEMP\DS'Ps\Fonns\Street File Checklist.doc
0
ST R E ET - MLNING DATA
NAME: A Vt;V1LA1r -9/ "riy-tp yare-IM DATE: 2,001�
SITE ADDRESS: & 15 13 5 TH Ave, W -PLAN CHK#: 0 5
PROJECT DESCRIPYION:
REDUCED sH-E PLAN PROVIDED?: es/No)
MAPPAGE: :505' CORNER LOT:
FLAG LOT: (xf�s-&
ZONING: RS— 0 CRITICAL AREAS DETERMINATION #: J/() D'!)
Study Required:
Waiver
UConditional Waive(
SEPA DETERMINATION: -�w ym P
Lj Fee
I
Checklist
APO list wt notarized form
no more tvi avi i5o cm io ft, yard -c-) of-
M at-C.'" a I Wl' I i 0'e- 6 Y-a OL �r-A " Y1 O+C-d
OM c; f ic, ?I aAlL., -
(Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft- of Puget Sound or Lake Ballinger)
Exempt
SETBACKS:" CO 9) 1 q (OTH
R dS tb k G) s-1yeei-
.�ar ��ebac
6;A r
Street_
beWSide: 1, D RightSide: I D Rear -
Actual Setbacks S,
Street: L---*Side-. 101 Side: Rew:
Street map checked for additional setback required? (Yes DNA)
Cl DETACHED STRUCTURES:
ROCKERIES: e, �10 W VI
U FENCESITRELLISES: P1 wi
U: BAY WINDOWS I PROJECTING MODULATION:
01 STAIRS/
PARKING: Required: I- Actual-
C.OverC4
LOT AREA: I't) 21 0 P1 + 613 2-1.
LOT COVE
Calculations: 006V ?,I'/ -
BUILDING HEIGHT: (P. 0 0
Datum Point:_N. 4,� -'y
-1 5r( 2-2. M AV V< Datum Elevation:
MaximumAllowed: I-E51 (��Pqcl-00) Actual Height: V?), E5'- 5-j--(V.01D
.A.D.U. 6REATEO?: a-y-esj-'Onf, k=:jt-CAA:en GVjr)\A/Vj C/: �)-1-1.0 0
D *. I - 0 0
SU13DIVISION:—S -7, 0 0 15 - + C). ( '7, 1 Ot E, e I C1 (P I C1 9 9 TH 4 Vt W LD+ 12,
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (ne—S
*OTHER: je
.1c
�,fAt, VjLAjjdjVjjj ar&j
Mit LArjtjj tjqf�-., j,�-2 1+-6
--QW7V1 1IF-61al 1D+ rre-a+r,/J IOU 44i3O-rP1,DV,-14--11
14cl(p-� 4=
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A'Vt,va q e,
i�i r a de-
PlanReview6y: Givio, ('ouja.' + let lcmi+
NewBPPlann1ngDataForrn-DOC
IVP- 1/14, IV VY 1/4, )LL.1Y, W.M.
CITY OF Ep"qNDS, WASHINGTON
IS w (n)- JSM.28
If our mi.fid I, IN (r) 37ago
N IM, ST 370.93
E
'NT
ST
<) SECTION COWER 01 _7
+ SITE
0.4-4 rNo SECTION ?/' Comrp
TBU j
SITE aty-JID96,
TBM
+ SECTION — -1 FOUND ARFICAL %O� NAVOM
SECTION 114 COWER NOT FOUND 190 --
SIT
TM
CONCRETE MONUMENT W1 2 112' I.P. WIIN TEO NAL
0 SET VA-1 24 - RCS4A/`CAP D4'DORN IN St. AT Nf INTERSECTION OF 196M STREET SM
wil IS it i SPOT AND MIM'AVEC:
rOUNOg;%AM/`CAP AS NOTED
TO" mamumnor (DATE FOUND) PROP. SERGI Srvo
MIAMI MONUAIEW/CASE (GATT YOUNG) FOR LOT I (TYP) BM
75
OUSTING GRAVEL
MCA? NOT FHO VERTICAL V.EN J!U
FIND CONCRETE wx
%P(w)- J62.7.1 SCALE., 1 30'
WSOOT BENCHMARK 03752. USC&GS BRASS DISK SET LEVEL
WrH FLASHER (S). J6,.Wl 3661,49 " I I I : . ME CRETE SURFACE. LOCATED 1.1 WEYER S 0 330
DE EE rR .0
SET CONCRETE ARAL MITH WTI. 60 JOM THE w Cop. or AMTRAK TERMINAL AND IS
x FLASHER , WS1 16916 as. ARU-13,120 SF. MECr"RSS* 20 DEORCES FROM C.L. OF RAILROAD AVE,
fROM CRIGNMIL LEGAL DESCRIPTION PlIMPINT 13 COWICEPTUAL 14
t WRCP (m). m.31 .101
CALCULATED IE 24VCP (W)- J57.531
(C) 01. OR EQUIPAfEAT AND PROCEDURE
(M) MEASURED
IT 14 (r). 35'.33 METHOD or SURVEY
(P) PER PLAT OF If (SN). 354.30 141V SURVEY PERFORMED BY FIELD TPAYIERSE
INSTRUMENTATION
CENtpLnvr "MR
0 STORY DAMN CATCH BASIN (CS) W (ryp) �6 LEXA tCRU-1103 EICCTMONIC TOTAL SWION
R.. 6'. DIS11 PRECISION
0 S4MrAO?r SEWrR MANNOU7 (SSMN) If a'FVC (C). JSJ.dj MEETS OR DCECDS STATE STANaMMOS RAC 322-IJD-090
X spur BASIS Or No
W RATER WILVE EXISTINC HOUSE THE NOR THUBEARI
BE RATES METER P�L FENq THE HE 1/4 OF ?MIT NW 1/4 AS THE SCARING OF N 885a'40' E PER THE
Ism PLAt OF .2f,"Mr., FMG, RECORDED IN VOLUME IT Of PLAYS PAGES 87.
W/005A290DODOSOO
-6- FM HYDRANT AShift CUP" J, ARNOLD SHORT SUBDIVISION DATA.,
r —L"
-0- PON" POL, MLA101 mw ZONING;
PROPOSED ZONING
LDT2 M- 'I'D
LIGHT POLE FT. 7 92' ARGA-IZDS� Sr. PROPOSED USE.. SAQJ rAARLY
To VIE,
arCYRC JUNCYXW so, MIAL 23.171 59, FT. (a3d ACRES)
TAL HOL OF LOTS:
MkLEST LOT (LOT 2) - ;ZD51 $0. FT.
WOCIO STry POST f022 PROPOiW "376-, 25.171 SO. 17. (0.56 AM) 2 OU. 3.120 Sa FT.
xmrvw mr ENG URVEYOR: WESTERN ENGINEERS. INC.
IJOW MCHWAr Of SOUTH
CEilm, 0 mv,
0 OCCIEUGMS TREC L79' MCPHONEI:NS) J36-2700
I
0 rAX 1., (42 1 -2708
Ir 6-PA: (w). J65.fo X spur I
—D-S iE ;2WP (S)- 164. 11 M07,_ FENCE— OWNERS OF INTEREST.- ARTHUR & mMEFYr MARCIA
IE 21CUP (Nj- 364.5 19510 8191"VIA AV# W
98020
0.55* $ AND 14.51
of
AaMaNt BUILDINGS TERM CORNER is L atl L I, CDMONM
PROPERTY C M (w)! APPUCANTICONTACT, JAKES DEVELOPMENT
EXISTING CONCRETE DWSEVEN1 1".30 9114 AW W JA
PER Sp FILE NO. S-26-85 LYNNARDOO. M 08036
AFW $509160187 3' SPUT (423) 711-7j43
Crisw GRAva M* "I FENCE .7'.'T,, ANEv's' LEGAL DESCRIP77ON:
"C (,,). SHED COWER IS "
C)oCCtCCr.1no= fXLS?1MC MOCKERY If f2-RCP (S). 16S.Al mr SOL, OF F"JOGS12900OW601
PROFAMN ORm. ERICH GEDIC�S &
m IRA t 0, PUT Or PUGET WCM TRACTS. ACCORDING TO THE PLAY NERTOr. RECOROCO IN HDLUwE
PROPERTY UNT BOUNDARY` MOLZAMN 12 a' PLATS, PACE 87. RECORDS OF SNOHOMISH COUNTY. WASMNCTM*
RIGHT OF MY EXCEPT THE SOUTH 70.00 FEET THEREOF.
EXISTING LOY LINES TOGETHER mrm AN WCAD47 FOR SIDE SEN" DESCRIBED AS FOULOwS:
MGM LOT UINES NOTES. BEGINNING AT THE SOU�IWEST CORNER Or SAID TRACT 9,-
- — — — — — — — - INDEX CONTOURS 1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THENCE WRrH 01*JJ'20 WEST, $100 FEET TO INE POINT Or SIECINNINC;
................... CONTOURS PARTIES WHOSE NAMES APPEAR HEREON ONLY. AND DOES NOT INENCE NORTH 01'.1370' WESr, MOO MI.
EXISTING CURB PX TEND TO ANY UNNAMED THIRD PARTIES "THOUT EXPRESS NeNcE NORTH w5g'se EASY. IS oo frrr-
E CER TIFICAIION BY THE LAND SURVEYOR, SETBACKS: THENCE SOUTH 4J*4j'lgo IYCSr, 2151 av To rmt PONT or sEcwHw-
VZ1 //W "/ IZZY Z111 Off Of AMU"T 1, GARY NES SHOWN AND CORNERS SET REPRESENT DEED FRONT ................. 25 FT AL50 KNOON AS LOT 1. CIrr OF EDMONDS SHORT PLAT NO. S-26-85 RCCORDED UNOCR AUDITORS
MODO F"Cr LINE L AoTIUoN; OWNU p SIDE 10 F7 FILE MLIMBCR 41309160147.
--------- Pa E ES 11VED CPSHIP IS ERSHI UNES MAY VARY. NO OUARMTEC OF
FASnor y Wns LINE EXPREMD OR IMPLIED. THIS SURVEY WAS PERFORMED REAR ................. 20 F7 SrL.T, 1, rNr COUNF, or
W7HOUT THE BENEFIT Of A TITLE REPORT AND DOES NOT PURPORT SNOMOWSK SrAM OF MSNRXTOX.
—SS— EXISTING SINITARY SIEMER TO SHOW ALL EASEMENTS. RESTRICTIONS, RESERVATio
—So— EX51M STORM GRAIN Jul PROPERTY. TAXACCOUNTSO.(S): SITE ADDRESS.
1 -S' AND
'5 2005 OCCUPATION WHICH MAY ENCUMBER TITLE TO OR USE 01 THIS aNOPEDWONM
> X.XX' DITSIVIC BULDPIC SETBACKS PLARM40 AM DEVELOPUMIT SM wm 00549200000600 196F9 88TH W
3.) TME LOCATION OF UTUTIES AS SMOINN SERMNO THE SUBJECT AMOVWPORCONMUCYTON EDMONDS, WA 98020
PROPERTY HAVE BrECN TAKEN FROM PUBLIC RECORDS. WE CANNOT
CERTIFY TO THEIR ACCURACY AND/OR PLETENESS. BEFORE
COMMENCING CONSTRUCTION INVOLVING EXCAVATION 0* REMOVAL OF IT.
EXIS
PERMIT COUNTER _,nNG SYR CTURES. CAU. A LOCATING SERVICE OR
00-424-U FOR VERIFICATION OF UNDERGROUND uTtuty
5555
LOCATIONS. RIM PERMIT NUMBER_ — — — — — — — — — — — —
UTILITY CONFLICT NOTE: t K C. "w Western PRELIMINARY SHORT PLAT FOR:
CAUTION- (425)
THE CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFYING THE LWAITON ONEWSAW, AND Enginee., JAKE'S VARELA
DEP _ BY
P METHOUND
OINOUNO INC urtum AND SURVrr1wC ?HE HOR'ZONIAL AND "PrICAL LOC"Do", PRIOR Inc. 356-2700 NE 114, ArW 114, SEC.19, T.27N., R.4E, W.M.
TO
m CALL 48 HOURS ' OF ON "C" PLANS OR DMONDS, WASHINGTON
Wry LOCATE 0 1-800-424-n" AND
ON MD;V
THEN POTHOJ.7NG ALL Or THE EXISTING UTILITIES AT LOCATIONS OF NEW UTIUrr CROSWMCS
m THIS SN" "a uLovc "
BEFORE YOU DIG TI , _ CCNFUCTS EXIST LOCATIONS Or SAID UTILITIES ALA— . `r.,`.rrft IDRAIM BY A PR
AS SHOWN ON THESE PLANS ARE &SCD UPON THE UNVERIFIED PLASK INFOMHTIDN AND 0 FE RCV. BY G6 DAM 'OL�C T'1"'ANA aR 'G.
To "N"""LLY 0"" "N""M OR NET
ARE SUSUCtt TO 0"TION CONFLICTS SHOULD OCCUR THE CCwM4CMP SNALL Lum LAND USE 'CONSULTANTS JAJ 05-23 05 JAI 2J-05]
1-800-424-5555 CONSIST m3MRN CHOINOMfFMC, To MCSOLK ALL PROBLEMS PRIOR To ppOCEEDWG CIVIL ENGINEERS LAND SURVEYORS I F.O. NOL I Xd N Sm F. NO.
C4 EXPIRES 6/25/06 1 .11�1. =1 CHK. Or
`RIN C"TRUCIN)". I TA— At tf� A 1 -11
*enT uy: HP LaserJet 3100;
o t-�
Filed for Record at the Request Ot
Pacific Emeraw Homes, Inc.
P.O. Box 822
Edmonds. Waishington 9=0
4256727998;
STREET FILE
MaY-19-04 4:361314; Page 1
NO EXCISE TAX
RE0u1"x:n
.CONFORMED Copy
200405190883 3 PGS
05-19-2004 03:1 $21.00
SNOHOMISH COUN47
o WASHINGTON
M29H Of
MAY 1 9 2004
DA11111110, snonmi W* I[exuraf
80 NY'Kis
GmntM ; Patft Emerald Homes. Inc., a WashkVon corporation
Qr4nft*: Pacft Emerald Names. Inc., a Washington corporation
LOW Dwerlodon: In SWIM, SE 1/4, Section 13, Township 27 North, Range 3 EaK W.m.
A211ftsom T*x Parcel ID No. 27031300412900 and 27031300413000
Notice is hsfebY gilmn 00 PaciftEmerald Hamft. Inc. aWashiington Corporation, ownerof the following
described property. situaft in the City of Edmonds. county of Snahomish, suft of Washington. to wit
ParcellA
That portion of ow southwest quarter of " sauftw quarter of sectian 13, Township
27 North, Range 3 EsK W.M., More particularly described as follows,
84nning at a point on the north fine Of said sougrayst quarter of the 80UVM6t quarter
S 89*WI4!' W, 432.14 faiet from the noremst comer thereof and. Me True Point at
Beginning of this description;
theme S 38'3T14"W, 131.75 feet
thence S 50*58'460 E ' 69 ' 36 feet to the centerfine of 10" Place North in the Original Plat
-05-keft Edmonds
11hem*--'N:3W3 ' r14"E. 38.50 feet
thenc6 S. st224r. 1, 14.50 fbet
ftnoei 14-*3r14' E, 150.32 feet
thenc6 N 07151y2r W, 11211.20169t;
thence S 0'34146" F, 26.00 foe to a point an the north One of the southwestquarter of the
southeast quarter of sold Section 13.
thence S 89*5(YI4" W, along said Ong, a.distance of 4.32 feet to the True Point of
Beginning.
do" hereby reserve and convey unto the present-aruji h4ure owners, their he" suomsors WW assigns
of the WoMng described property, situate in the City of Edmo;Ws, County of Snohomish. State of
W"hington, to wit
PW0413
Parcel 8 of City of Edmonds Lot Line AdAmitment No. LL-03-1 10. Qc00rdng to the Lot Line
Page I of 3
I 1'� / -5 - R 6 Av�: �
4256727998; May-19-04 4:36PM;
0 0 P2ge 2/3
A*sMmt Mc"ded S"Wnber 10, 2003 Under Recormng No. 200309XMW, in
Smhornish C" Washington.
Pon"an"t 68smwnt for the Instamewn, Oper4m and'
maff�e Of stmm drawap jacUm Over.
under, acrOSS, through and upon that Portion of the hm"nsbove dasalb0d PwtW A, to wit
th"CO-4 38*34'0(r E, along the norlhwaabwow K.. -0
w Me TfUe Point of OWnnbW owd A. i disbinde of I I i.7S
OWN* COn*Nft N 38*34W E, a distance of2a.00faK
ftncs S BIMW E. a clfMww�a of 15.00 feet
"Mm 8 SV34VV W, a disume 0120.00 leK
thence N 5126W W. a dMwce Of 15-00 fft 10 ft Tme Poft of E"Inniag.
This insIMMerit sham be &Covenant ninning wim the lands
Mmnab*" dft:'*W and is binding upon Me
ownem of such lands, "r helm, suC088som and assigns, bftw.
IN WITNESS WHEREOF we hereulft set Our hands and seals- thJS day Of 2004.
P"e200
4256727998;
M2Y-19-04 4:37PM; Page 3/3
stm of wasvngtm )
co" of &I&, )SS.
cerwy"dw know 0' h" S"SftdW WdOnCe that Leann Meeg-M, SOW 001 WW"'Mon oath
9904 Owl 10 was auftdftd 10 MOCLde the iftftunWnt and adm�sed It u ft Vk9 ftsident of
Pacffic E-.ffii
. . I
ft Usft.**PLO" CoMw8ft% 10 be 1* *49 and vOlUntery act of such . paq for
in,
DOW:
$00 U
rY Pubk in SM for SMS of Vill
wammum
My app'olnbnom
fte 3 of 3
0
1,17 C. 1 g,9 13
0
0
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: wwwdedmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
August 9, 2005
MEMO TO:
Edmonds School District
Verizon Northwest
SNOCOM Police and Fire Dispatch
SNOPAC
Snohomish County E911
U.S. Post Office
Snohomish County Assessor's Office
Snohomish County Information Services
Snohomish County P.U.D.
Puget Sound Energy
GARY HAAKENSON
MAYOR
STM"EET FILE
Edmonds Fire Department
Edmonds Police Department
Edmonds Utility Bill ing
Edmonds Public Works
Edmonds Building/Street File
Edmonds Address Files
Lynnwood Disposal
Comcast Cable
Waste Management Northwest
Please be advised that the attached 19615 8811, Ave W has been added to the Edmonds
address system:
Occupancy: RS-10 / Single Family Tax ID Number: 00549200000600
Subdivision: S-05-70 Lot#: I (Lot 2 existing as 19619 881h Ave W)
If you have any questions regarding this letter, please contact me at 425-771-0220 or
umbaugh@ci.edmonds.wa.us. Please contact me if you wlsh to be removed from this
list.
Respectfully,
—// WWA A �/- w7il
Theresa Umbaugh
Permit Coordinator
Edmonds Building Department
L\Temp\DST's\M aster Letters\New AddressS/9/2005
Incorporated August 11, 1890
20104 20103 1 8715
2 1 .� �� : �:�:: -- -
20114
1. 1 20121TO711
Maplewo(
L 20100
Office
d School
20035
A41
PERINTERNA
AT:
Occupancy established by this certificate: R3
No. Stories: 2 Basement: N/A
Owner of building: U
The Sinale Family Residence at 19615 8816 AVS-
2003 edition of the International Residential Code as
the proposed occupancy is classified.
WTIVIENT OF BUILDINGS
AL RESIDENTIAL CODE,SECTION R110
Building Pgrmit#: 2006-0061
Dwelling Un
Type of ConstrtrIction: V13
,Fdd and approved complying with the requirements of the
and division of occupancy and the use for which
Issued this — 29th , day of November , 2006
Chief Building Official
By:
Any change of occupancy or use requires a building permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official.
() f E.Dp,_
88TH AVE W
„,,--SW CORNER OF HOUSE
1 1/4” POLY 200 PSI W/
//_TFZER WIRE
— �__ z
CITY OF EDMONDS WATERLINE AS —BUILT
A
6 ADDRESSi
ta 1 19615 88TH AVE W
CONTRACTORt HOMEOWNERi
JAKES DEVELOPMENT VARELA
DATE INSPECTEI)i INSPECTED BYi DATE DRAWNi
02-17-2006 1 JH 1 08-17-07
PERMIT
No- BLD20060062
SCAL.Ei
NTS
RWN bTl
J.TRIEU
5T^E3ILIZFI:? GON5Tf�,_'U(L,_1 1UN
ENTRANCE PER
C 'IT*r OF EDMONL;>5
,
5T^ND^F?_F_> DETAIL 4 1.3
STREET FILE
N"*�o SITE MIA
37q
TBM
CLE T �,V 12
L 0 r-, K LAMP HOLE
CO\/
,IO'UTILITV
E^5EMEN7
do
..5%
op
LOT I
-RIM= 5 S
-71.
IE= 5 1.
CD
_7��EA= U, A 0 w
TIL DRAIN T C_
IGHTLINE =111
CE3#1 &OLE, 4596 r.ON Er-T TO 2
E 5TO 511rSTE
S D 0
m
SCIR 5 a Cl)
SC144 0 TIL F_>R^IN >
FO 0
all D
4-2t-f=l I I
ET 'PIPE
&AR^6,E
5'74.25'
EE t?ETAIL RE51D N(�E
PLA 2610
-j W 1 0 1*rARr_>5 Of=
EE33 0 0 M ATERIAL TO B
fF= TIN
EMO\/Er->
a 7T 1. 2 '
D 1 X% R f=OUNDATIO+.
---------- -- ----------------- -- A
NO MORE TH
2 500 -1ARD5 f=
Of= MATERI LiVqILLI
BE 67R_A0)
53
----------- -- ------------- --- ------ ------------
10 f3i5BL
RAIN
FLAL5 m I
amo Fo.�
ME
AND DR;-,1,',I1i1Z1
cc 1 19.45'
Lu CY,
�: UJ "VqATER METER N88*59'50"E 5ILT FEN(�,E PER
Uj cc (�,IT'r' Of= EDMOND5
w co STANDARF->.
.-Z APPROVED BY PLANNI
ed 0 NO 51r_-7NIFICANT
ff R_
cc ISRAr_>INr_7 24 NOTICE REQ.
LU VqILL OCr-,UR ON 51TE. FOR INSPECTIMI
LO 02510 20 30 50
LF-&ENr->:
F
0 CI
00*00,00" 17r
L: 00.00' xxxx xxxx
R: 00.00,
SEE C7ENEFZAL NOTF-e) SCALE: 1 20'-0"
Zone P-6 - I C) ..ComeryS,5,fi6Z&AN, ER0510N, C7RA=>IN67, 4 UTILIT'r PLAN
Setback
Requ Lre-d Actual R
iWli Fmnt W 2,6. —4y APPROVED AS NOTED
Sides e ID BY ENG1
EERIN
49 DEC 0`9 2001�
1;10 DEVELOPMENT SERVICES CTR.
Is! cle. :L
CITY OF EDMONDS
ROW Date:
ADDRES5
X IciroTH!5TREET SN
LEOAL
DE56RIPTION: Of- 5 '1A,0 0
TRAr-,T ro, FLAT OF PUOFT \/If=-N TF-ACT5, ACCORDINIrz-,
TO THE PLAT THEREOF, RECORDED IN VOLUME 12
OF PLATS, PAOE 5-7, RECORDS OF 5NOHOM15H
COUNTY, NA5HIN(5TON; EXCEPT THE SOUTH -70.00 FEET THEREOF.
TOÐER NI TH AN EASEMENT FOR - 51 DE 5ENER DE5CRI BED AS
FOLLON5: BEC71NN.INC-1, AT THE 5OUTHV4E5T CORNER OF
SAID TRACT (O;THEN6E NORTH 01*33'20"NE5T, 55.00 FEET TO THE
POINT OF BEC71NNINC,; THENCE NORTH 01 035'20" NEST, 15.00 FEET;
THENCE NORTH abo5cl-56"EA5T, 15.00 FEET; THENCE SOUTH 45043'lci"
NEST, 21.11 FEET TO THE POINT OF BE61NNINC-7.
AL50 KNONN AS LOT 1, GIT'r OF EDMONDS SHORT
PLAT NO. 15-26-&5 RECORDED UNDER
AUDITOR'5 FILE NUMBER b5ocilroolbl.
SITUATE IN THE GOUNTr OF SNOHOMISH, STATE OF
NA51-11IS16TON.
SITE AREA: 15,120 SOUARE FEET
LOT 5LOFE
5OUTHEAST-NOf;ZTHI^IE5T
12-7.6-7 LINEAF;Z FEET
12.00 VERTICAL FEET
Hf=-IC7HT CALCULATION
A=
5-76.00'
F3
3-76.00'
5-72.00'
10.65%' 5LOFE
145-7/4= 5-74.00'
AVERAOE 67RADE= 5-74.00'
ACTUAL BUILDIN67 HEI67HT= 5q-7.50'
MAXIMUM BUILDIN6, HE16�,HT= 5cicl.00'
LOT COVERA&E:
RE5II:>ENCE 2,610501JARE FEET
INC. COVERED
PORCHE5, 67ARA0E
5596 MAXIMUM
LOT COVERA67E
( 45cl:2 50 FT MAX.)
TOTAL 2,610 5OUARF- Fr=F-T
IMPEP-\/IOU5 AREAS
F-E51 DEN CE 2,610 501JARE FEET
PATIO 50 501JARE FEET
DF-I\/EkqAY 125& SaUARE FEET
NALKNAYS 50 SaUARE FEET
TOTAL 5,cicI5 5GUARE FEET (21.1%)
f=FLNR
3-74.25'1
DRIVENA'r
5-75'
L(::>T (:SR.A=->r=
5(7,ALF-. V" =
PIPESPECIFICATIONS:
PLACEMENT REQUIREMENTS FOR CULVERTS AND STORM SEWER INSTALLATION
SHALL BE AS INDICATED IN THE WSOOTIAPWA SPECIFICA71ONS SECTIONS 7-02
AND Z04, RESPEC77VELY, THE CITY OF EDMONDS STANDARDS, AND AASHTO
spEancATIONS. PIPE MATERIALS SHALL COMPLY Wf7H SECTION 9-05 OF THE
WSDOTIAPWA SPECIFICATIONS MTH THE FOLLOWING CLARIFICATIONS.
1. DOUBLE WALLED (SMOOTH INTERIOR) CORRUGATED POLYETHYLENE PIPE,
MEETING THE REQUIREMENTS OF AASHTO M 252 IN 8 INCH SIZE AND AASHTO M
294S IN SIZES 12" THROUGH 36", IS AN ACCEPTABLE ALTERNA71VE FOR
SCHEDULE A CULVERT PIPE, AS SHOWN ON WSDOTIAPWA STANDARD PLAN B-17
AND FOR STORM SEWERS IN ACCORDANCE KlTH THESE STANDARDS. THE ENDS
OF THE PIPE SHALL BE BEVELED TO MATCH THE SLOPE. CORRUGATED
POLYETHYLENE PIPE SHALL NOT BE USED WHEN BEVELED SLOPES ARE FLATTER
THAN 4: 1. FOR ANY PIPE LENGTH SEC77ON THAT IS TO BE BEVELED ON THE
END, THE MINIMUM LENGTH OF THE UNBEVELED POR77ON OF THE PIPE SHALL BE
6 FEET. THE PIPE SHALL BE INSTALLED IN A DESIGN A TRENCH AS SHOWN ON
STANDARD DRAMNG 9-210. 2' MINIMUM COVER IS REQUIRED FOR BURIAL UNDER
PAVED SURFACES. FOR BURIAL DEPTHS EXCEEDING 15 FEET, THE PIPE SHALL BE
INSTALLED IN ACCORDANCE WfTH THE MANUFACTURER'S RECOMMENDATIONS AND
THESE STANDARDS.
2. IN PRIVATE DEVELOPMENTS, THE USE OF NON -SMOOTH INTERIOR
CORRUGATED POLYETHYLENE (AASHTO M-294, TYPE "c") CAN ONLY BE USED
FOR FOOTING DRAINS.
ACCEPTANCE ALTERNA77VES FOR STORM PIPE LABELED AS ADS N-12:
-REINFORCED CONCRETE PIPE.
-CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP)
-SMOOTH INTERIOR (SEE NOTE 1).
-HIGH DENSITY POLYETHYLENE PIPE (HOPP).
3. MATERIALS AND SPECIFICATIONS ALL STEEL PIPES, CULVERTS, TANKS AND
OTHER STEEL PARTS OF ANY STORM DRAINAGE SYSTEM SHALL BE GALVANIZED
AND HAVE A TREA7MENT 1 ASPHALT COATING OR BETTER AS SPECIFIED IN THE
WSDOT STANDARD SPECIFICATIONS SECTION 9-05.4(3). NOTE.- ALUMINUM AND
CONCRETE PIPES AND DO NOT REQUIRE A TREATMENT I COATING.
[EDDS INT 5-06 g 2]
LEGEND
(MR) TO BE REMOVED
CENTERUNE
STORM DR41N CATCH BASIN (CB)
0 SANIIARY SEWER MANHOLE (SSMH)
m WATER VALVE
1B WATER METER
16- FIRE HYDRANT
-0- POWER POLE
LIGHT POLE
ELECTRIC JUNCTION 9OX
WOOD SIGN POSY,
CONIFEROUS TR[i:.*
(D DECIDUOUS TREE
EXIS71NG BUILDIMS
L."'J
ADJACENT BUILDINGS
J% EXISIING CONCRETE
PROPOSED ASPHALT
D�B PROPOSED CATCH BASIN
0 YD PROPOSED YARD DRAIN
ory PROPOSED FOOTItIG DRAIN
CCC3z000zlX:= EXIS77NG ROCKERY
PROPERTY LINE
RIGHT OF WAY
PROPOSED LOT UNE
- - - - - - - - - INDEX CONTOURS
------------------- CONTOURS
EXISIING CURB
OZI 111Z &1Z IIZI EDGE OF PAVEAffiff
WOOD FENCE LINE
- - - - - - - - - EASEMENT / BUFFER LINE
_ss SAN17ARY SEWER !WE
R DRAIN LWj7
XV.X ESNOCROMACHMENT MWENSION
- ----- X.XX ------ EXIS77NG BUILDING � SETBACKS
C-7 e
STFIEET FILE
M.-f 114, NW -114, SEC.19,T27AI., R 4E) WM
EDMONDS, WASHINGTON
KIM= Jll.bb
IE IN (E)= 354.68 EX. SSMH
IE IN (N)= 354.28 RIM= 379.87
1E IN (E)= 370.99
1E OUT (W)= 353.86 M*�NEAREST 1E OUT (W)= 370.93
N88'58'40'E
_jjjDRANj - 1336.84'
201.80' r--- -17br--o 8 j472
2.72'
S T.
4 1 i 9 ls� 1\\
TBM NSS` 1\
L=5
;W" 7_9 77)7
N88*W'40"E
LOA
6.09-0795 47.55' SCALE.r 1 30'
LANDSCAPE ALONG 1967H
AVE AND THE FIRST 20' OF oil 9 1 =52,43' lommommo
88TH AVE SHALL BE 0 30 60
v P.1
RESTRICTED TO 3' MATURE
GROWTH TO MEET SIGHr Wer4fzt- Lbqjht,5
10, U77L.
I ESMIT SITE
FLEV=370.96'
DIST. RE10.
TBM
ADD 81094AW-AND
PROP. SEWER STUB FOR
ROL
VERTICAL CURB AND
t5l DFA)Ait,4 I \ 19 VERTICAL DAIVA4. N4VD88
GUTTER TO EXTEN77ON _e LOT 1.
rHi5mgA .,;t" k>aLv_ OF EXIRUDED C 0 SACK CDF MIX SHALL CONCRETE MONUMENT W1 2 112* I.P. W11WERIED NRL
Uorr �Nee URB - ----- �314
-r BE USED FOR SIDE SEWER 0.4' DOWN, IN CASE, AT THE INIERSECRON OF 196TH STREET SW
'E_ X. CB BACKFILL FOR 196TH ST). AND 88TH AVE W
RIM= 364.58 YD#1
1E 6"PVC (W)= J62.741 CB#1 60LF 0 0 9.48
1E 12"CMP (S)= 361.88± IE-37 Oq
FV BM -M=4.122 M
EX; CB lafto
RIM= J64.13 7LF 12NO DET PIPE
R o 6.5x
SD 0 8.6% VER77CAL DATUM. N4083
1E 18"RCP (N)= 358.43± I
.. o SEE DETAIL PROP`dSED
1E 24�`RCP (W)= 357.5J± I ILF 12'0 BU14DING
SD 16. -.1 CN` FOQTPRINT WSDOT BENCHMARK 1.3752, USC&GS BRASS DISK SET LEVEL
EX. CB IN I.-` ARE4,4824 SF WITH THE CONCRETE SURFACE LOCATED 1. 1 METERS o 330
RIM= 359.50 DEGREES FROM THE NW COR. OF AMTRAK TERMINAL AND 18.0
CBh2
IE 24'WCP (E)= J54.55 METERS 0 120 DEGREES FROM C.L. OF RAILROAD AVE.
v
IE 24"RCP (SW)= 354.30 TOT 1 2F&SL FV
#3 ROR.' .314 WATER -ARE
A= 13, 120 SF..
55 0
EX. CB
RIM= 364.35 1 NW6750 Tl,* 119-rF
IE 6"PVC (E)= J.63 IN
-10 U71L ES�;�6, EXISTING HOUSE
18712
Z
EXlShNG TAX100542900000500
ASPHALT OWNER. ELIZABETH J. ARNOLD
WALK VAY EXISIING HOUS,,
EXISTING WATER
METER TO HOUSE-+"' 11961.9 LOT2
J76.92' ARE4=IZ051 SF`.
EX. CB
RIM= 366.51
1E 6"PVC (E)= 5.851
PROPOSED 1'r
JOLF 12*0 16-
'Y
APPROX. LOCATION "ISD 9.93,t\ DRMWA - PROPOSED
OF EXISTING MAILBOX AREA- 1850 �n I
I GARAGE
PROPOSED MAILBOX coo FOOTPRINT
FOR LOT coo \CB#4
C3 AREA= 1824 SF.
EX. CB
RIM--, 36 7. 10 1 BSOL
1E 6 , PVC (W)= 36�.16 T
BERM TO C8 LZ
IE 12::RCP (S)= 3134.60 Jo.. m
1E 12 CMP (N)= *4.5 1Rff5960lE V"119-50' FENCE ENCROACHMENT
DRI"AY CUT PER TO BE RESOLVED
STAUDARD DETAIL E2.26- I PRIOR TO RECORDING
euete_ 'anni, �rtuAlr SIDE SEWER EASE#E NT APPROX.LOCATION OF
PER SP FILE NO. S-26-85 EXISTING SEWER STUB
AFN 85091 187 TO EXISTING HOUSE
EX. CB
RIM= 369 . 32
IE 12"RCP (N)= 3 5,99 TAX100542900000601
IE 12"RCP (S)= Jf5 . 871 OWNER. ERICH GEDICKS &
LAURA MOLMN
-------------------------- 42 - --------------------------- 4 -FINISH GRADE
6 Ml��l
r
I' MIN. WPER VIOUS APEA CAL
STORAGE PIPE ENSTRVG
HOUSE = 2465 SF.
120 OVERFLOW-"" ASPHALT DWY = 2040 SF.
GRAVEL DWY 855 SF.
ROOF DRAIN SHED 165 SF.
12" OUTLET TO EXISTING S 0. 005. IE=365.31 DEVELOPED
DRAINAGE SYSTEM
IE=365. 10 LOT 1
9 MIN. PROPSED HOUSE 1824 sr.
OUTLET CONTROL ADDED DWY MAX 1425 SF.
314"o CBj5, TYPE IL CBY4, TYPE /L TOTAL -< 3250 SF
RIM=368. 10 RIM=368.1
IE=365.10 IE=365.31 NEW IMPERVIOUS < 3250 SF -> 42LF OF 18's
DETENTION PIPE WITH A 3/4- ORIFACE.
PRIVATE DETENTION STRUCTURE LOT 1 L9T2
NO SCALE PROPSED GARAGE = 484 SF.
ADDED DWY = 1850 SF, (MAX 2250 SF)
TOTAL 2334 SF.
-------------------------- 35 - --------------------------- -FINISH GRADE NEW IMPERV10US < 2500 SF -q�35LF OF 1800
DETEN77ON PIPE WITH A 518- j,'?IFACE.
6`01 .
h-TA
V MIN.
STORAGE PIPE
12' OVERFLOW,"'� N07W.
18"0 1. F007ING DRAINS SHALL NOT BE CONNECTED TO DETEN17ON SYSTEM.
ROOF DRAIN 2. DRAINAGE IMPROVEMENTS TO BE OF CITY OF EDMONDS STAND,4RDS
12" OUTLET TO EXIS77NG S 0.005 IE= 36 7.68 (TABLES 1-3 OF THE STORM WATER MANAGEMENT CODE), AND ARE To BE
DRAINAGE SYSTEM
INCLUDED IN THE BUILDING PERMIT,
OUTLET CONTROL 9 MIN. 3. AU PROPOSED WIRINO 9MLL BE UNDERCROUND
518.0 CB#2, TYPE IL CB#l, TYPE /L
RIM=370.5 FIM=374.2
IE=36Z50 1E=36Z68
SETBACKS:
PRIVATE, DETENTION STID1,UCTURELOT 2 FRONT ................. 25 IT
NO SCALE SIDE ................. 5 FT
REAR ................. 15 17
7
T
ul ijury CONFLIC7 NO. TE. C
CA I TION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, <
DEPTH OF ALL EXISTING UTIL117ES WHETHER SHOWN ON THESE PLANS OR NOT, BY
CALL 48 HO URS POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIO
TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AN
THEN POTHOLING ALL OF THE EXIS17NG UTILITIES AT LOCATIONS OF NEW UTIL17Y CROSSINGS J87
BEFORE YO U DIG TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES
AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND IST
1-800-424-5555 ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL L
CONSULT IMMERN &Md= M TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING
WITH CONSTRUCTION. EXPIRES 09/11
X\
I
5'- 0
POST GIVING FIRM
SUPPORT BUT NOT TO
(o EXCEED 1-1/2' DIA IRON
PIPE OR 4X4,WOODEN
POST(TREATED)
8" PVC SLEEVE
THROUGH WALKWAY
2m ACP
4 CSTC
1 4 'j\x -77 Nf
to X.
4
4 SET IN CONCRETE
A
U
CURB SIDEWALK
SECT 0
MAILBOX STANDARD DETA
A A-& A A-& IL
EDMONDS STO DWG E8,6
NOT TO SCALE
-NOTES
(D YARD DRAINS TO BE CONSTRUCTED FROM CONCRETE PIPE
IN ACCORDANCE WITH ASTM C-14 UNLESS OTHERWISE
SHOWN ON THE PLANS OR NOTED IN SPECIFICATIONS
CUTOUT HOLE SIZE IN EQUAL TO OUTLET PIPE OUTSIDE
DIAMETER PLUS YARD DRAIN WALL THICKNESS.
CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE
FLUSH WITH INSIDE OF THE YARD DRAIN WALL.
CAST IRON BELL GRATEnTs INTO BELL RECESS AND
EXTENDS FLUSH WITH FACE OF BELL. THE GRATE SHALL
HAVE SLOTS (HOLES) THAT CONSTITUTE .50 PERCENT OPEN
AREA.FOR DRAINAGE. INLET BELL SURFACE SHALL BE
FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER
POS17ION
e-*
/40 .
0 IrMFIES MINIMUM DEPIR'
12 INCHES
SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR
MULTIPLE PIPE CONNECTIONS.
T
ELEVATION VIEW,
RECEIVED
YLAJ.1011.ur' DRAIN DETAIL
A wC3. NOV 2 3 2005
NOT TO SCALE
PERMIT coUNTER
PLAN VIEW
CITY OF EDMONDS TAXACCOUATNO.Q. PRINTED smmmss.-
APPR 0 VED FOR CONS TR UCTION 00549200000600. 19619 88TH W
NOV 212005 EDMONDS, WA 98026
WESTERN ENGINEERS
ov.
Ch'Y ENGIN !E;R` DA S-05-70
Western ENGINEERINGDRAINAGEREVISIONPLANFOR.-
Engineers, JAKE'S VARELA
Inc.' 356-2700 M, 114, NW114, SEC1.9, T27N., RXE., W.H.
MTOFfDHONDS, WASHINGTON
S YORS # PLANNERS a ENGINEERS DRAWN BY DATE REV. BY � DATE PROJECTMANAGER SCALE
LAND f,ISE CONSULTANTS JAJ 05-23-05 3 JAJ 11-17-05 J. JARRELL I" - 30,
CIVIL ENGINEERS o LAND SURVEYORS DRAWING FILE NAME CHK. BY F, B. i NO. JOB NO. SHE NO,
13000 HWY 99 SOUTH i EVERETT # WA 4 98204 05594ABASE.DWG SRC nl.-IQ,4.A (knflmw
X ICI&TH STREE-T �Vq
Tf:�-'AC,T 6, FLAT OF FUr--.,ET \IIEN TRAC,-T!5, A(fGOf;ZF->INC='
TO THE FLAT THEREOF, REGORDED IN VOLUME 12
OF FLATS, PA&E 5-7, RECORDS OF SNOHOMISH
GOUNT-r-, NA5HINCvTON; EXGEFT THE SOUTH -70.00 FEET THEREOF.
T06ETHER NITH AN EASEMENT FOR SIDE SENER DESGRIBED AS
FOLLONS:BE&INNIN6 AT THE 5OUTHNEST CORNER OF
SAID TRAGT &;THENGE NORTH 01055120" NEST, 55.00 FEET TO THE
POINT OF BEC71NNINO; THENGE NORTH 01 *55'20" NEST, 15.00 FEET;
THENGE NORTH 8.805cf'58" EAST, 15.00 FEET; THENGE SOUTH 45"45'lcf"
NEST, 21.11 FEET TO THE POINT OF BEC71NNINO.
AL50 KNONN AS LOT 1, 61TY OF EDMONDS SHORT
PLAT NO. 5-26-55 REGORDED UNDER
AUDITOR'S FILE NUMBER850cfl6olbl.
51TUATE IN THE GOUNTY OF SNOHOMISH, STATE OF
NASHIN&TON.
SITE AREA:
15,120 S(SWARE FEET
LOT SLOf=f-=
SOUTHfEAST-NORTHNEE-ST
12-7.6-7 LINEAR FEET 10.655?6 5LOFE
I -- . k--� t--, It " 1 -1 1 1 %--� r--N 1 1 J-- I-- I
Hr=lrr,,HT rALr--,ULATION
A= 5-76.00'
E3= 5-76.00'
r-, = 5-72.00'
0 = 5-72.00'
140-7/4=
Ar,TUAL BUILDINC-7 HEIC--,HT= 5cf-7.50'
MAXIMUM BUILE�)INr-=, HEIr--;,HT= 3cic[.00'
LOT (fO\1f=RAC-vE=:
RES I DEN<�:,F 2,6 10 50UARE FEET
IN r-,. C:,O\/ERED
FORC-,Hr=5,
TOTAL
2,610 5aUARE FEET
IMf=>ER\/IOUS AREA5
RE5IDr=N(f,E
FATIO
DRI\/ENA'*r
NAL<NA'*rS
5596 MAXIMUM
LOT CO\/EF:ZA0F
( 45c12 SO F=T MAX.)
2,010 SOUARE FEET
00 50UARE FEET
125a 5GUARE FEET
50 SOUARE FEET
TOTAL E3,qqa SOUARE Fr=fET (21.196)
5-74.25'
LOT CvKA1=)r=
SITE
TBM sip
�P
to
9
*3
36
Q
&
PECTIMS REM
INSI
C&L 42.5-77A-0220
10' DRAIN
EASEMENT
WA
E3#1 60L�=,
S
z-6
ET. PIPE
0.6%
!TIED IN-,
1 7
STAE31LIZr=l::> r.,ONSTRU(-�,TION
r-=NTRANr,E PER
C::,IT-'r OF EDMONDS,
STANDARD DETAIL 4� 1.5
LOr�K
.4
4
IRWIN!
L
/ �37 c�t - -0 7
- N1 121,
LAMP HOLE
ALL EXPOSED SURFACES TO
IO'IJTILIT-T� BE COVERED WITHIN 2 DAYS
EASEMENT
Z—
A A E
-1 , T LNE
J TER)
TIL DRAIN T
0)
sr-> r-O.N ECT TC>
A s-rs-n=- J
F 10 HA 0 TIL DRAI
- -- -- -----------
101 1 P'�
f
()N-fmg0R 13 P'E'SPONISIBLE Foil
OWNIERIC PND DRAINME
ERMION
L 24 " m- INSPE.CTION
APPROVED AS NOTED
BY ENGINE
Date: Z—
Zone D
Corn -'(&s F1119—N 0
Se_tbacks er
Z.29-u—ired
190'niFront w Actual
L
114111 ------------
--- n I ol (p-m
E35E3L -Sides E. ID
15 rat. Qh,24
b ID
119.45' 119ght
"NATER' METER N88*59'50"E SILT FEN(�,-E PER
FFLNR
5-74.25'
F;Zf=—e,II:;) NCE
FLA 2610
00� OM
F TI
lt
/ C-�;,ARAOE _ jl;l
<b
ATERIAL TO B
EMOVE01
�)R FOUNI:>ATIO
NO MORE TH
500 'rARZ;�5 F
OF MATERI LiNI
BE &RAD
1<
---------- ---------- -----------
(�,IT'i� OF E1:;>MON0)S
STANDARD.
NO 5167NIFICANT
6,RADINC-p
V4ILL OC,(rUR ON SITE.
02 510 20 E30 50 100
LE0ENF->: " I — 1
9 F9 F-
CI
Z�': 00000,00A- Iw4m2!n
L: 00.00 1 = I I L-m; F 1� A N xxxx xxxx
R: 00.00,
SEE (�ENERAL NOTES 5CALE: 1" 20'-0"
51TE I -LAN, ER0510N, c�RAr,>INC,, -$ UTILIT-i- PLAN
APPROVED BY PLANNING
RECEIVErb
DEC 09 20k6-
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
2512
REGISTE
ARCHI.
R NASH
STAT ASHINGTON
—j
4A
z z
U4 -V OR
ZA= U-
V
z
0
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dat'5'.:
p,,,- r m I
re,vislons:
MNIJ
vmdol
<3 A T-C-�' PL&Q
RESUB
JAN 0 9 ZWb
BUILDING DEPARTMENT
elly OF EDMONDS