1146 SEA VISTA PL.PDF11111111111111
12999
1146 SEA VISTA PL
C
TAX ACCOUNT/PARCEL NUMBER: Q 7�> C-43>3 a�no Fa)
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: DETERMINATION: ❑ Conditional Waiver ❑ Study Required Waiver
DISCRETIONARY PERMIT
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DA
SEWER LID FEE S: LID
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DSTs\Fomu\Street File Checklistdoc
APPLICATION
'y The City of Edmonds for EASEMENT NO_ ____________________________________________
SIDE SEWER PERMIT
NEW CONSTRUCTION ❑ REPAIRS LID NO_ __________________ _ASMT. NO. ..................
OWNER----gRUC� �_�d\`l ----------------------------- CONTRACTOR -------N\717 P\_11MF=; Nl PERMIT NO.
--------------------------------------
-----------------------
JOB ADDRESS ___-_ I__ - ���________ .......... T-_____-�--.. LEGAL DESCRIPTION: LOT NO. _—_...... BLOCK NO. __.....
----•--•-------------------•-----------•-------------------•--------•----------• -. _---•---------•---------------•-------------------------------------------------
NAME OF ADDITION .. __- --- -___-v \STD
•
•
u—
w
d:
DATE'f-
f •., AW A
._...-. ._ :. -014 Tki i
VAM
`--
"' CITY
(�s1i TSi-li4f SWI srwre awwiooa BEMM1.114 " D� of the ecartroolm
\Inspection w11 to pevided within 24 hours after etq&@L NO eat„ *an., or holiday Wpestigsls�
ADDRE86 0CATION OF CONOMUCISON....._-------.114 b Sea Vista Place _
PROPE$TY. �qAL DESCSIP't'ION...,... .......... _.._............ -Lot S �S E' 8 - Vista. . .---- . .............. ....
- ............
: - -.._._ ........................
...... _........................... o ,, a �aau r.u►� .__BRUCE OLSON _ . __ ..._.._ ... ,.....__.._..... , .._.,...,.. _ ..
emRtBNAM aADDsXft---_..R,ay•.�.... Nice Piu�.•.-.........•..._.•...._------------------�._
g �r
PjMpAsslon is granted ...........=..................1.0....... .._.._...........1197T, for nema sad W ossl ""M of a site seti W to M t
in accordsace with City of Ednaes ft ordinances.
ATTENTION is CALLED TO THE FOLLOWINdt:
NOTE No. 1---The owners of the property may o a permit to construct sewer pegM3 Non. ♦ Boom" Mo Dower ConigaNee ;
stde sewer in street area. Do not cover any portion of sewer before it Lis beam brspseted.
NOTE No. 2—All work performed in city right-of-way requires an Invasion of Right-ot-way Permit obtainable from the City XnxMw is oame.
NOTE No. 3--obtain full information regarding Ordinance 11.16.030 and Regulations awmambW Bids sewers wYw Y—I,*Vt perodL
NOTE No. 4•—Top of side sewer must have at least 30 lashes coverage, at property Has sad 2f b situ isatAt prapeft pat: mm"Non n SwelfaLdt W, ese
Is simb
sharper than % will be permitted. -
NOTE No. 5--Trenches in street must be water settled and surface of street restored to neigiag esndiUon. Contraction don be ea�neAAlit M 1alpMmpMr
work which may develop within one yar of completion.
NOTE'] No. "t is unlawful to altar or do any Giber weri than is provided for in the ptrasit, or to do any watts as the male aNs4 of to
*at the pipe into the wye. dlrsatlt
1
DISAPPROVED❑ Date.. - 11...... - By ................ Date ..... _....... ay ._........... Data ...._. -. , .._.. ... ,.... :.._»..
APPROVEDDate...��,� `.. � ......... ....... By.. _ ...... •- _.._ ......__..._..__ ......_ ..., « ......_..., .......,. _........
Repierks........ "�---- --i'---Permit -_-fln1y------------------------------------------------------------------------------------ .-_.-_--..------ _........-..........
................. ......... -.......... -.................. ----............................................................. ....._...........-.................................. ....................
BOTH Permit Copies MUST Be Signed By Owner of Firm Performing Construction PRIOR To Request For
!nstkof
_... --r]'e`"...-----...L.......................•• hereby certify that the side sewer ineftUation conxtrtected unAMR' 2�ermlt
(Owner of Yracting Firm Performing Cwas instilled in acror a with nit governing or the City of Tdmonds.
Datedthis. ...... ------............ day of. .......... ....................................... -....___..,t !l-........
44 Check BEFORE you dig for: Water a Gasp, 9lptppkvw a Power a Sttear a OUM O 4 d L_,
10 .0a efff
;AXOOA dOt
I
in
IN
M
APPLICATION
Y -4he Eity of Edmonds for EASEMENT NO. _
SIDE SEWER PERMIT
NEW CONSTRUCTION ❑ REPAIRS ` LID NO- ----- - --------- T. N A O.
OWNER k�.r_yt� 0-- �'`------------------------------------------------------ CONTRACTOR cr.—--- N-4-e--- ........................ PERMIT NO. �6-%J ..
JOB ADDRESS .....3fa.._.V.l.= T�?-_-_____- LEGAL DESCRIPTION: LOT NO. ______--9-__________________
.............••--•----•-----------• ------ BLOCK NO. ....................................
..........--••---•------------------------------•1.-
------------------------- •-----------------•---------•-------•--------------------------•-------------
NAME OF ADDITION --- �{....��._...-•-------------•-----•-•----•--••-•-•----•• RE E-ItJ T1
/' MAR 9 1977
•
i=
Approved:
DATE-------------------------------------------- BY---------------------------------------------------iiiis
APPLICATION
aq ofZdmn--ds for
SIDE SEWER CARD No.
pERMIT
OUTSIDE C]
INSIDE 0 REPAIRS 0 E'ASEAIENT No. ......... *
... ...... .. . ..
.................................................................. CONTRACTOR ...7 ..... - . . .................. .. ...........
.... ..................... . 'ET ............. PER-A-IIT No.
STRE ........
........................................ AVENUEs�sLOT No . ..... .. .
.............
................... ........ BLOCK No...... .....
NAME ADD . .... ... .. ..... .
...... .....
. .. . ............. ... ........
V;SUFD Date
. .................. -ED
...........
DEPOSITApproved:
, .........
P 1. . ..................
AP
P
ROVED
1382
APPLICATION CARD No . .................
for
The City of Edmonds SIDE SEWER PERMIT EASEMENT No . ......................... .... .............
OUTSIDE 0 INSIDE 0 REPAIRS 0
1,I)d
OWNER ................ ......
..... .......................................................................... CONTRACTOR ......... -/71 e 6 le .............................. ........... I .. ........... PERMIT No.
STREET
HOUSENo . .........................I................... �lI/J.r,ZJ..................................................... AVENUE LOT No . .............. ................................... ......... ...... BLOCK No . ..... ........... ....... - ................................
0
0
-0-
UL.
Date
BACKFILL WORK ORDER ISSUED ............................................ DEPOSIT,
SEWER WORK ORDER ISSUED ................................................
NAMEADD .............................. ........ ... ......................... ........ . ...............................................................
A
APPROVED
C S82
Approved:
.....................................
DATE.BY ......................... . . . . ..................
0, z � .................. I j 1 .... ...........
Cit of Edmonds l
) i1 F D
�1���J�����o Motto
Y
� Y
N
Site Classification Worksheet JUN, 1222014
Page 1 of 2 �CiTV O MVO ®S� J [ PO
The project's Site Classification will dictate the specific stormwater management OM
requirements applicable to your site. Completing this worksheet will help determine the amount of
regulated impervious surface and whether your project falls into the classification of a Small Site
(Category 1 or Category 2), or a Minor Site. Please reference the Glossary (pp. 10-11). Figures D and
E. (pp. 8-9). and Examples (pp. 11-12). to assist with completion of this worksheet.
1) Is Permeable Pavemene Proposed For Use on this Site?
Refer to Stormwater Supplement Chapter 5.1 [:]YesNo
If YES, the subject area is to be considered impervious for initial site classification purposes. Include total
permeable pavement area in the calculation of Non -Regulated, Replaced and/or New impervious surface
areas in the table below.
2) Determine the Amount and Type of Existing & Proposed Impervious Surface for the Site
Refer to Stormwater Supplement Chapter 2 and Fig. C
UM 1: Identify the Non -Regulated Impervious Surface Area.
Line 2: Identify the Replaced Impervious Surface Area, dividing the total between Exempt and Regulated; either or both
may be zero. Note: For project classification purposes, Replaced Impervious may only be considered exempt
under certain conditions. Refer to the Glossary and Figure D.
Line 3: Identify the New'Impervious Surface Area for your project. All impervious areas created post -July 7, 1977 or
after the date of annexation into the City are regulated & should be included in this total unless they can be
categorized separately as a Replaced -Regulated area.
Line 4: Enter the sum of the total Replaced -Regulated plus the total New impervious areas.
Line 5: Identify the total area currently mitigated by an existing city -approved stormwater management system.
Liao: Enter the sum of the value in Line 4 less the value in Line 5 to identify the total Regulated area in which
stormwater controls have not yet been applied.
Line 7: Identify the total area proposed to be mitigated through the use of Low Impact Development Techniques.
Line 8: Identify the total area proposed to be mitigated through conventional Stormwater Management Techniques.
** Provide a copy of the following table on the drainage plan sheet for the proposed project **
Line
Type
Area (square feet)
1.
Non -Regulated
-51 1
Exempt
Regulated
2.
Replaced 0f
i
New (Post 1977) 444 4 4 4 -+4 4 +. _ ._.......... _.._....
— .... ,__ .._.._..___ _..._...
3.
4.
Total Regulated Impervious Area
_
Mitigation required if in excess of2000sf—
o
5.
Total Area Mitigated by Existing Stormwater Management System(s) -
Q
z. ».»-o.rr .r •.:
6.
,,;ns ..a..>_•.n.: .a.',%. .a. ,.,n �.m c.n »:»rie: %,;a„-r.i•.r.: .n,: .m; .z.
Regulai[ed Area Not Yet Mitigated
7.
Area Proposed to be Mitigated by Low Impact Development Techniques =
p
S.
Area Proposed to be Mitigated through Conventional SwM Techniques =
b
t (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids; or plastic lattices filled with turf or stone)
Revised on 310512012 E72-S%W Erosion_Control-03.05.12.doc Page 5 of 12
City of Edmonds
Site Classification Worksheet
Page 2of2
E 94f
4
Y N
lac. I890
3) Determine the Total Area of Land Disturbing Activity �q sf
Refer to Stormwater Supplement Chapter 8
4) Determine the Quantity of Grading, Fill and/or Excavation .. cv
5) Will the project convert 3/ Acre or More of Native Vegetation to Lawn or ❑ yes [9 No
Landscaped Area?
6) Identify the Watershed the Existing Site Runoff Discharges to
Refer to Stormwater Supplement Chapter 2.3
Based on Site Location and Watershed Map — Figure-C. Check all that apply.
A. ❑ Direct Discharge B. (K Creek or Lake Basin
o Edmonds Way Basin
o Puget Sound Basin
❑ Puget Sound Piped Basin
DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE
AND THE PROJECT CLASSIFICATION CHART (Figure B, pg 4)
Small Site - Category 1 El Small Site - Category 2 0 Minor Site
Stormwater Supplement Stormwater Supplement Stormwater Supplement
Chapter S Chapter S Chapter 6
Revised on 310512012 E72-SWAfErosion_Control-03.05.12.doc Page 6 of 12
City of Edmonds
Critical Area Notice of Decision
Applicant:
p 1 1,
Property Owner:
_
Critical Area File #:
Permit Number:
Site Location:
Parcel Number:
Project Description:
❑ Conditional Waiver. No critical area report is required for the project described above.
There will be no alteration of a Critical Area or its required buffer.
The proposal is an allowed activity pursuant to ECDC 23.40.220, 23.50.220, and/or
23.80.040.
The proposal is exempt pursuant to ECDC 23.40.230.
Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and
sediment control plan in compliance with ECDC 18.30.
Critical Area Report Required. The proposed project is within a critical area and/or a critical area
buffer and a critical area report is required. A critical area report has been submitted and evaluated
for compliance with the following criteria pursuant to ECDC 23.40.160:
1. ✓ The proposal minimizes the impact on critical areas in accordance with ECDC 23.40.120,
Mitigation sequencing;
2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare
on or off the development proposal site;
3. Z The proposal is consistent with the general purposes of this title and the public interest;
4. Any alterations permitted to the critical area are mitigated in accordance with ECDC
23.40.110, Mitigation requirements.
5. The proposal protects the critical area functions and values consistent with the best
available science and results in no net loss of critical functions and values; and
6. The proposal is consistent with other applicable regulations and standards.
❑ Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately
mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.160 and
the provisions of the City of Edmonds critical area regulations. See attached findings of
oncompliance.
0--liavorable Critical Area Decision. The proposed project as described above and as shown on the
attached site plan meets or is exempt from the criteria in ECDC 23.40.160, Review Criteria, and
complies with the applicable provisions of the City of Edmonds critical area regulations. Any
subsequent changes to the proposal shall void this decision pending re -review of the proposal.
❑ Conditions. Critical Area specific condition(s) have been applied to the permit number referenced
above. See referenced permit nyrhber for Wecific condition(s).
Ke-41-Aty\ 1. I t
eviewer
6--to-1`'r
Date
Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the
requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any,
for the permit or approval involved.
Revised 1211612010
41
A
A-
RECE D
-Ml
AP 5 2014
14
DEV PMENT SERVIUS CTR.
CITY OF IEDMONDS
-10
V 1'152,
NQW4 mowingOr pern-titting 'he
interpret currently existing ivegd,
41 ling, structure
mntenance of any n;nnitted buil
nonconforming
0' u
or site condition whiehgasdous,-deftetkOr
rmit application,
Pe%wOfh the
StnWr= or condition is shown on the
site
d�wIng
Such
buildl%& struc
tur
e
condition
on ition�be thisubjoatia ®karate
qraDlftt or
SITE PLAN 4
OVED Zone
Comer �flag
5glblUk L�red
Front
Sides0i
Rear
TY COPY Other
GIHei lit
SITE DATA
Client name and address: Barry Rickman and Katia Ronay
1146 Sea Vista Place
Edmonds, WA. 98020
(206) 683-0493
Tax identification number: 00568300000800
Legal description: Lot 8 Sea Plats volume 18 page 42
Zone: . RS-10
Lot size: 11659s.f.
Project description: Main floor remodel and extend existing deck (296s.f of
new deck and stairs.)
Lot Coverage : Allowed = 35%
Actual = (E) house and garage(Pre-1977)= 2640s.f.
(E) deck(Pre-1977) = 145s.f.
New deck and stairs 296s.f.
Total lot coverage =26.4% 3081 s.f.
Impervious surfaces (E) = lot coverage, driveway and
walks(Pre'-1977). 4549 + 296 = 4845 s.f. 41.5%
Consultants '
Architect: Aspects Architectural, and Development Services Inc
15617 37th Ave. N.E.
Lake Forest Park, WA. 98155
(206) 363-8805
Contact Jim Musar
Engineer: Bykonen Carter Quinn
820 John Street #201
Seattle, WA. 98109
(206)264-7784
contact Nick Carter
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
STREET FILE
Name:
Date:
Site Address: V PT
Tax Parcel d o6 g 3 D OO UD O
Project Description:.
Plan Check #:
gaol /
Reduced Site Plan Provided: (YES / NO)
Zoning:
0
Map Page:
Corner Lot: (YES / NO)
Flag Lot: (YES / NO)
Critical Areas .Determination #: t a L Op1-- /
Study Required
❑ Waiver
SEPA Determination:
Exempt
❑ Needed (for over 500 cubic yards of grading)
❑ Fee ❑ Checklist ❑ APO List with notarized form
Required Setbacks
Street:
Sidi: O
N
Side: 1110
Rear: .r o
Actual Setbacks
Street:
Side:
Side:
Rear:
❑ Detached Structures:
❑ Rockeries:
❑ Fences/Trellises:
❑ Bay Windows/Projecting Modulation:
Stairs Deck: �
Bui/din Height 112
Datum Point:
Datum Elevation:
Maximum Height Allowed:
Actual Height:
Other
Parking Required:
Parking Provided: a— �—
Lot Area: l (o S
Maximum Lot Coverage: 350/6 Proposed: X
Lot Coverage Calculations:
ADU Created: (YES NO
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES / NO)
Comments
Plan Review By: )(4,
Planning Data Form 07-1409.doc
,
PLANNING DATA
Plan Review By: Planning Data Form 07-14-09.doc
SITE DATA
Client -name and address: Barry -Rickman.and Katia Ronny
1 -1 46-.S69- Vista Place
Edmonds, WA. 98020
�ant shall repa r#eplm* all danmge to.:
J206),083-0493. i
Ct or hDritage improvements in Chy
Ir r
-of--way Per CitY ' stwwards ow is causedTax id oroccurs during
entifIcation number .00568300000800 penniftd projsa
Legal description: Lot 8 Sea. Plats volume 1*8page 42
Zone: -RS-- 10
0MIER/C01WRAC.'ros is RESMNSIBLEFO.R
Lot size: 11659sX.
Project description-, Main floor'
remodel and extend existing deck:(296s.f of
new deck and stairs) VrXCK 1!
Lot Cove
rage Allowed— 35%
Actual (E) house and gara
.9 2640s.f
(E) aeckt��,T)
Wst
Nle w deck and stairs
Total lot coverage =26.4010
IMPervious. surfaces (E) = 10t,c do ewa e,
:and
WalksO . 1. J U27 4549 �_l 71;
Cons
Ultapt9
Arclu-tect: Aspects Architectural and Development Services .Inc .
15617 3 7th Ave. N.E.
4.
Lake Forest Park, WA. 984 55
980.5 (206)
Contact JunlMusarixitertt"M
xmintez=ce of zny Of P�Qnllffifno the
Currently extqd wegg,
"o"F"'onnIng or UnwMitw bu=
or site Condition wwch is cuts. ;Mg, muctum
Engineer-, Bykonen Carter Quinn a
=t appiicsticn. regard,, Ide the =peGf
ss of wbefter guch
'820'JOhn:Street #201 Id291 StMCMM OT co,di I
site tjon is ako%m an the
1�n or CLM Such
Seattle, 'Son _ w1a W40i.*s&_zmcwm 0!7.
eatt -,, WA 9.$f0o tion nw,be � subj of
On& oCt a Mepfimte
(206)2.64--7784 MEW aofi,,,.
contact
I
COVERING.,
I : 3TOCOM Et.
Wi4s.14M STAIRS
4 A
MTO
Ai
10
rr:,l cowb, 6_--)f-f-f*AV
*01
?6'-0 11, 0 0
0 0 o 0
(401
Y
-7
APPROVED -AS NOTED
IMEERING
(A
Scann d Y 111E�11111G
Scann d
c ate.
-4
%LP 14 0 1 '14
S ITE PLAN. YREET
�Q�T. �
r ov"n
i Temlporw: ermanenrkl
rosian 'COntt0f notes:
5fe WAVU-It W91M 007f.5
Temporary E.C.. notesGone le , t�, Comer K Flag dJ
a. Maintain the. street free of sediment duting excavation and hmfing �
&etb mh
and when mobilizing equipment to and from the site. Mud and silt c red ActuAL
a
tracked 'from site should. beremoved-or cleaned by the c -tor ontraL
44 , Front
Or more Often needed.
b. End a silt fence (detail Sides WL.1, /to
alongthe'wdst tide of the disturbance (o
area W *Vjntmii�atiowof soil and sediment off of the project site Rear
or into,& -buffer-A highly visible construction Bence sfiould.be 2a�
i. erected: along the;bdi-de.T.6ftit: Vosed-uldistuibed are toprivent Otherpr
compaction ;fQ:soil Mflwaiea and twpreservetiets'and.6ther.
Hi ht
vegetation. eg
c.. Disturbed r 'soil on the.site should be . protected with mulch once' ID �It
Contact '
Engineer,
conta:ci:
A
Lake Forrest Paidr-; ETA. 981.55___
(2,06) 363-8-1305 I --- - - — - -- - _
Ji t o, no 0 0n
x ,l us -4,�.l1Luu����1!c
S ITS
PLAN,
®o�201
,ETA: ` 1:0.9� IrExie� .: r�isiaaofiiotes: '
(206)2'64=7794
-lck CaAe a .
---
of
nien during excavation and
— .�..
_�.__.. -- --•-•-�_J_— -J. _•-...._ - and wt�;t��ob�13�n�wux mdintioniidfi�ornthe .site,l�u�iandsl
— - *� � •' tracf:esl, pao site shortla-be reinove(Vor cleaned by the contrdctor
S21f,._0 TD,- Y C
Vfli1jL Or L'ior. 0�'ieil-i _. Zle �.
;r. �:a- �i: Efect a:sil4 fen detail FT along:the•west side of the disturbance
"' `' area to priest rtuti<gat�ori of soilard sediment off of the project site
or into thry bsaftef Ay visible construction fence should be
erected alori t~ae foord oftlie proppsed undisturbed area to prevent
- cani action:ofthe-Oil1hn that area and to preserve trees and other.
iaTAi•EA1;. vegetation.
CLEAR PLASTIC CQVEkING srecrcaus Et:?'0
v,
vA
'> "` TAC. c �„ a
�,.n ' �,La �.. .irp,a
C.. -Disturbed soil onthe Ate should be protected with mulch once
u a aT r.T6 ran,
e
-
excavet<on attd ba&tcfill ace conipletc d. Erosion control mats or mulch
�ADFTti
I
:
hi ba used untrl Vegetation is established.
`� . \\ - -. sraV'OFIFs.
}
•
-
i . w••, t k;. P T .''
'•N F7LTMM i6.
d, E tcavated $ail must not be -deposited on the slope or within the buffer.
•
t _
e. 5tcckpile:must. not rz�aain uncovered for more than 2 days during vet
'
season sozdetail frPC
".w' ` +F;: °121) L`'"'
-„ --,r-
' „Z.mt�,maQ
' f. Filter sacks wilt be added as needed per. detail ES.
h
{_
3
CUF $ioees
rCY3 11MS UH UAXE
LE7Ww a tt Y trG.ln� H A
a 0 R ,7ACY fACtl f0T OF IC 11A1E
- C+i' BA^PL-TS �'Zt9'Sa r'O CQYIfl' 6i[iGiF To
t
i
,i
STiUV•DALIS IWT L' LWD IM
CF,TTCH CLiCU6i!•."r>rS'(Sa
TARLtA1Ta4
1,12
SHALL Cc Y.AA•tAD3D AT -ALL
Tt1ffs C1Ru:u m.NSTR1iCITID1
„
N1TfgVL P Ta Y4' ,,
I r• NA. - ,
.. .. .
, -
.
•.. ,
�ennanent E.C; notes
" aIS�{
i Aeaaoc�a.iouuav
°'
wiz
Maintain mulch
S,
a. surfacF;_on�the st sloe • orEwn above the.
P P rockery
�\
muv s�la m nazi.
within the er'to' enuate the sur-fa
an 10 buffer -to IieIp Atte ce i�inoff and
raaKoe acYyr a �Anm AT ra_rNo+ t oy tp uul.
u
\
!-
-ant erosion..
Pre
•� -
O
L7t.YW 6 S iT '°aBAIX-FCCL S'7—tt.'
I
ctTr uusce-ura�xn.� ae,ALL' �cos,av:card¢
-
_
ErnmR
.
bIt is reeo�mended to plant the 1U' buffer with.low=lying geoundcover
,
a 2c eAcuTl rnryis co aoa = ..
arncr ,; , tCGYSL
to rnwDL:+at:[rrAre rasmu!1•.¢o=-w Rro>:.trat:toso:Ls ua
-
k
•�. ..
� E C ivt c� Py D S
_.
D
-
or shrubs, in'oiiler to knit the' togeth d orma o
soil er and Avoid f tien' f
.
R
I2E'ASON:' asn:,rm Acris nui mac ���t.so eTan¢orc:tw,treie
SYMBOL:
.:e �r '�
fDSFYD„A - T/iJA
h't'rr�..�Rd�ei�
'`"'°ms @19
�BSD=.19 `�.
i�F.SSCSDLu^
R'.T/ir� �'`ms '.
{A��%i ��)
cr
.-
CLf F-
,✓Yo'I
RESS
® DER
APPROVE[\
SL®C OFF
An (xz
SAS
NOF,
LaT �
1
EXISTING LEAD, TACK & TAG
ON PROPERTY LINE, Lq-4 1 7AS9
EDGE OF 2ND STORY
N
'm
LOOT 12
26.3
8.3
N90'00'00"W 109.60
LOT 8
M.
8.8
XMI 9
)0
39"
0
28.8
GRAPHIC SCALE
to 0 5 10 20 40
( IN FEET
1 inch = 10 ft
G.
0
37534
25' �3'i c,
L LAB
/ EXPIRES 01/12/16
[FOR 87RIEFT
(MONUMENT)
X IN BRASS DISK
IN CONC. IN CASE
la
a
L4
RADIUS= 75.00 -`
DELTA= 90'00'00" ' I o
LENGTH= 117.81
o)
SITE �._ N90'00'00"W 109.77� o I�
rn �
o � O
LEGAL DESCRIPTION Z�)Cr.Q MD��) U Q C &6kk�; S
LOT 8, SEA VISTA, ACCORDING TO THE PLAT THEREOF, c)
RECORDED IN VOLUME 18 OF PLATS, PAGE 42, RECORDS OF W
SNOHOMISH COUNTY, WASHINGTON Q
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
oI m
WASHINGTON. A.F.N. 00568300000800 W a
BASIS OF BEARING
PLAT
INSTRUMENT & PRECISION
LEICA TCR 405 TOTAL STATION.
TRAVERSE EXCEEDS 1:20,000. CLOSURE.
AREA
11,659. SQUARE FEET OR 0.27 ACRES.
NOTE.
DISTANCES ARE IN FEET, TENTHS AND HUNDREDTHS OF A FOOT.
CONVERSION TO INCH'S: DIVIDE DECIMAL FEET BY 0.0833333
CONTROL DIAGRAM o m
NOT TO SCALE
(MONUMENT)
X IN BRASS DISK
IN CONC. IN CASE
AECEIVED
APR 2 5 2014
OEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
WH 37R ET SW
THE SE 1 /4 OF THE NW 1 /4 OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON
RECORDER'S CERTIFICATE
Filed for record this day of ,20 at _
in Book of Surveys at page at the request of
BT SURVEYS INC
COUNTY AUDITOR, RECORDS DIVISION
County Auditor Deputy Recorder
SURVEYOR'S CERTIFICATE
This map correctly represents a survey made by me or
under my direction in conformance with the requirements
of the Survey Recording Act at the request of
BARRY RICKMAN & KOA RONAY in FEBRUARY, 2014
Surve ed b Brian Raaum, Certificate Number 37534
LAND SURVEYWO
BT SURVEYS INC
12415 9TH DRIVE SE, EVERETT,
WASHINGTON 98208, 206-601-1810
AS —BUILT MAP FOR
BARRY RICKMAN & KATIA RONAY
1146 SEA VISTA PLACE EOMONDS, WASHINGTON 9802
JOB 14016
DATE: 2-14
SHEET 1 OF 1
SCALE: 1 " = 10'
CHECKED BY BR