1208 8TH AVE N.PDF111111111111
8635
1208 8TH AVE N
PLANNING DATA sTTFir:E
SINGLE FAMILY RESIDENTIAL
Name: ^ d`t9�iv�
Date:
Site Address: (� D g_ ��
Tax Parcel 0 o 9 6 r �-,D n 000 S0 1
Project Description: _ v"
Plan Check #: `I
Reduced Site Plan Provided: YE / NO)
Zoning: �S_ �')--
Map Page:.
Corner Lot: E / NO)
Flag Lot: (YES / )
Critical Areas Determination #: 0 6
,❑ St dy Required - � �Q-� C. 4- aC!`osg re J V ,0v v,- � o
� Waiver to-
SEPA Drmination:
KI Exempt
❑ Needed (for over 500 cubic yards of grading)
❑ Fee ❑ Checklist ❑ APO List with notarized form
Required Setbacks
Street: o
Side: 1
Side: U
Ream
Actual Setbacks
Street: 5-6Sid
Sid h�
Rear: Q
'R.Detached Structures:
❑ Rockeries:
❑ Fences/Trellises:
❑ Bay Windows/Projecting Modulation:
❑ Stairs Deck:
Bui/din Hei fit
Datum Point:
Datum Elevation:
Maximum Height Allowed: ILI , q P
Actual Height:
Other -
Parking Required: 2---
Parking Provided: 2-
Lot Area: LI 'a- %
Maximum Lot Coverage: 35% Proposed: a
P,
Lot Coverage Calculations: a i 3 �- �� cc 3 / = a a5o= `a
ADU Created: (YES TN)
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES /(NO)
Comments
Plan Review By:
Planning Data Form 07-1409.doc
PLANNING DATA
Plan Review By: Nanning Data Form 07-14-09.da
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qica.Area8:....Ch k�r :�. ■ S��µ ;�r xJi3� �:ia%'.,t-;,`.+:+•' , :>"� �iCi.x' ;.:`'�Y . .Fw
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the Griticai.Areas p.�w .. ....��_. �.�� :���-• - •.,_...
'Chet khst contained on. „ �. ,.a ' ;'^�!�`:``t�� ^• `
and�subarif°it to the.City. The City wili . .
this form is to bo filled out by any person "' review tlieFchecklist, make a r�eeurso site
A Development Permit _� ti ;: z 5 '61 %1' o ry
Pig _ P visit,"and�inalae•a determination �of the _
Applicadon for the City of Edinonds piitirr 'subsequent s necessary to complete a
to his/her submittal of a,developments;{,: z; 3 deveiopinent'permit application:
permit to the Clay ..
With a signed copy of this form, the
She purpose of the Checklist is to enable appcant should also submit a vicinity map
City staff to determine whether any _ -_.__ " or p%ot plan for individual lots of the parcel
potential. Critical Areas a`eor,ma . _ L" y 'be ,rith enoug3 'detail that City staff can find.
present on the subject property; -The ... '.• ``''_" ..._ ...,and ratify lie subject parcd(s). In
information needed to complete the addition, the applicant shall include :,. r.
ecldist should be easily available frorri' '-' -other_ per #lnent: information (e.g. site
observations of the site or data available -plan, topography map, etc.) or studies in
City Mall (Critical Areas inventories; maps; =_- col.unction with this Checklist to assist
or soil surveys)-
eY )• staff m completing their preliminary
assessment of the site.
An applicant; or his/her representative,
must fill out the checklist, sign and date it,
I have completed the attached Critical .Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner ! Applicant: Applicant Representative:
=J�hles J-0/vJ S 1 C
Name
Name
Street Address Street Address '
City, State, ZIP Phone ty Phone.,.
ti s. _ • Ci . State, Z1P,, ; ';�< ;L, Feu
Signature Date Signature :. Date >iis�s
cal Areas Checklist'
Site Infbirfiati6n (soils!topography/hydrology/vegetation) r,
C. Site AddressA ocation: 1 ��' L U,�. All
;.2. Property Tax Account Number:1.lib/,S-4�CJ —OOS—t�%/03 !,4 �4
3. Approximate Site Size (acres or square feet):
.4. Is this site currently developed? yes; no.
If developed? E h1/� PS. 7b ...
yes; how as site eves
S. Describe the general site topography -Check all that apply:
Flat: less than 5-feet elevation change over entire site:
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet -over a'
horizontal distance of 66-feet).
Hilly. slopes present on site of more than 15% and less than 309 ( a vertical rise
of 10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater dean 30% present on site (a vertical rise of 10-feet over, a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: .%D ; Approx. Depth:
y. Site contains areas of seasonal standing crater: ; Approx. Depth:. -
What season(s) of the year?
S. Site is in the floodwayIVZ)_ floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? d Flows are seasonal? IVU (What time of year? ):
10. Site is primarily: forested ; meadow ;shrubs ; mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site: _�QZ
For City Slats Use Only
1. Site is Zoned? JeS �Z
2. SCS mapped soil type(sr 4 Ile, wig U.6 oH/ L c r.4 eno sec Z-- a It
3. Wetland inventory or C.A. map indicates wetland present on site? /VP
4 • -,Critical Areas inventory ar C.A. map indicates Critical Area on site? ^n
5.. 'Site within designated earth subsidence landslide hazard area? Aeo
6. Site designated on the Environmentally Sensitive Areas Map? Alo '
.DETERMINATION . .
REQUIRED CONDITIONAL WAIVER
WAIVER
V p�
Reviewed by;
Planner Date
1A Zone B/C N.W. 1/4, SEC.-_24 T.27N., R.3 E.W.M. 253
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DALLY ST. *ALEY ST. DALAY �Q ST 1pn LEY I
I
APPLICATION
for
The City Of EdMo6ai �� �� �� �'`�� SIDE SEWER PERMIT
NEW CONSTRUCTION ❑ REPAIRS ❑ EASEMENT No . ........................•.................
117-01500
OWNER Jones, .....C.ldi^1 e5........••---•-----•-•---------------------------•----- .. CONTRACTOR.------.....------...............--------•--•--.......--•---....----...............•-----......... PERMIT No.......................
ADDRESS .......120.- M..Ave...... N........................................................... LEGAL DESCRIPTION: LOT No............................................... BLOCK No. ............................................
0
NAMEOF ADDITION----••------•..............•--------........--••---••---......-•-•-------..........-----.................................................
DYE TESTED ON SEDER, 1972
Approved:
DATE................................................ By ...........------......----..........................................
N
0
The City of Edmonds Side Sewer Drawing EASEMENT NO. -.— ..................... ------------
217-01500 NEW CONSTRUCTION El REPAIRS 0 LID NO- ----------- --- .-..ASMT. NO . ..................
OWNER--------- MARLES --- Z—JONES --- ------------------------------------- CONTRACTOR ------------------------------------------------------------ .............. -------- PERMIT NO. --------------------
JOB ADDRESS ... -12-0-8 ... 8.TH--A-VE ...... N - --------------------------- -------- LEGAL DESCRIPTION: LOT NO. -------------------------------------- BLOCK NO. ----------------------- ............
--------------------------------------------------- --------------------------------------------------------------------------------------------------------------
NAMEOF ADDITION --------------------------- -----------------------------------------------------------------------------------
DYE TESTED ON SEWER
Approved:
PWW-0001-11/75(REV.11/78) DATE ............................................ By ------------------------------------------------------------
TAX PARCEL NUMBER:
00461500000501
LEGAL DESCRIPTION:
PER STATUTCRY WARRANTY DEED, REC. NO.
ZONING:
201204120002
RS-12 SINGLE FAMILY
LOT 5, HAGGARDS SOUND VIEW ADDITION,
ACCORDING TO THE PLAT THEREOF RECORDED IN
AREA:
VOLUME 12 CF PLATS, PAGE 89, RECORDS OF
TOTAL SITE AREA IS 24,298 SQUARE FEET OR 0.56
SNOHOMISH COUNTY, WASHINGTON. EXCEPT THAT
ACRES, MORE OR LESS.
PORTION DES'RIBED AS FOLLOWS:
BEGINNING A- THE NORTHWEST CORNER OF SAID
METHOD OF SURVEY:
LOT 5; THENCE S89'48'39"E ALONG THE NORTH
INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE
LINE OF SAID LOT 5, 85.50 FEET; THENCE
S1'31'16"W, 5.26 FEET; THENCE S89'19'17"E, 32.43
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ELECTRONIC DISTANCE MEASURING UNIT.
FEET OF THE NORTHEAST CORNER OF SAID LOT 5;
o
PROCEDURES USED IN THIS SURVEY WERE DIRECT
THENCE SO'38'34"W, ALONG THE EAST LINE OF SAID
AND REVERSE ANGLES, NO CORRECTION NECESSARY.
LOT 5, 90.00 FEET; THENCE S89'49'36"W, 118.49
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MEETS KING COUNTY AND STATE STANDARDS SET
FEET TO AN INTERSECTION WITH THE WEST LINE OF
BY WAC 332-130-090.
SAID LOT 5; THENCE N1'01'33"E, ALONG THE WEST
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UNDERGROUND UTILITIES:
LINE OF SAID LOT 5, 95.00 FEET TO THE POINT OF
0
BEGINNING.
Y
BURIED UTILITIES SHOWN BASED ON RECORDS
FURNISHED BY OTHERS AND VERIFIED WHERE
TITLE REPORT REFERENCE:
_
POSSIBLE IN THE FIELD. GEODIMENSIONS ASSUMES
U"
NO LIABILITY FOR THE ACCURACY OF THOSE
THIS SURVEY WAS COMPLETED WITHOUT THE
U Q 00
RECORDS OR ACCEPT RESPONSIBILITY FOR
BENEFIT OF A TITLE REPORT.
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BASIS OF BEARING
UNDERGROUND LINES WHICH ARE NOT MADE PUBLIC
02 Z9TH
AVENUE
SO°38'34"W 2669.36' MEASURED
RECORD. FOR THE FINAL LOCATION OF EXISTING
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UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT
THE UTILITY OWNER/AGENCY. AS ALWAYS, CALL
IN.v — — —
SO°38'34"W 2669.51' RECORD
— — — —
SO°38'34"W 650.00' V
1-800-424-5555 BEFORE CONSTRUCTION.
(
`
-- ---
EDWIN J. GR JR. PLS#15025
HELD PLAT DISTANCE
'
I
VERTICAL DATUM:
NAVD 88 PER GPS
91101-__-_
BASIS OF BEARINGS:
_
(� OF 9TH AVE BEARS SO'38'34"W PER PLAT OF
DATE
HAGGARDS SOUND VIEW ADDITION
20 0 10 20
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( IN FEET) z V)
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1 inch = 20 ft. �
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0 o SO'38'34"W 205.03' ~� J
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J SET REBAR/CAP "15025" TOTAL LOT LINE \ ^�
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!� SET REBAR/CAP "15025"
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53.9 F. ,� ... EL=64.34'
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SET REBAR/CAP "15025" �� ,, i , , A " s L1J
SHED I '
v ::......:........ SURVEY LEGEND
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— — EDG E OF — ._ ASPHA LTIC CO — o CONCR
ETE
— 6 — 's
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CARPORT 9 p� BENCHMARK — Z
s:, 6,., CONC WALL ��G' Q 3
\T I x GARAGE �!` U �""" BUILDING LINE LLI W
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y STAIRS Z o o Q Q N
FF-69.52°8A F� N # ,� CON CONIFEROUS TREE
Q d� p� I — 25,1' 1 STORY WOODFRAME HOUSE "x ; W I Q
F-6225
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FENCE LINE CHAIN LINK 00
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mac' e�.. ;,: ; Sri (60}...• ;` HYD0 FIRE HYDRANT (\�
.....: «. :::.t:5;..:: :i Q F I* •'' P 20 M r r 1
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00 FOUND SURVEY MONUMENT
(�' Q
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i i GUY ANCHOR z
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a ti o o X :� \ c u> MH (v� MAINTENANCE HOLE o
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POWER POLE WITH LIGHT
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s • io , �,•• '` t Cy `� PM ❑ POWER METER O
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SET REBAR/CAP 15025 U 00 �`' °¢`'-- __
Ld
RIM-:58.32 °SSCO SANITARY SIDE CLEANOUT
S1.01 3M 180.06 `<, �` .,;, .�c� _3g: I i
: -
\ € •
�.:.:::.:..:.:.:..........:::::;:..:.. ...........••.... > ro SET PK NAIL W WASHER JOB N 0..
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—
/ 12457
........................_......_.....- STH`'AVENUE `� I ..... .<� D
•;.� j o;. SET REBAR W/CAP
�^'/ x {' g ATE: 9/10/12
STORM DRAIN INLET
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DRAFTED BY
: TLR
_ — S1 °01'33" L, '`—``�J) STORM DRAIN MAINTENANCE HOLE
W J }
— ''r� / ! WM0 WATER METER CHECKED BY: EJG
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O I LL
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INL—/ . > w
<_ O ° WV DI WATER VALVE SCALE: 20'
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OF
RECEIVED
MAY 0 Z013
DEVELOCOMu�TE� RVICES
PROPERT"r L I NE
ELEV. D = C cf.-I'
Lri
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NEN GONG.
NALKNAY
NEVI ro ET.
FENCE
ELEV. G
i
EX 15TI N6
WATER
METER
OTH AVENUE NORTH
SITE PLAN
NOTE: ALL TREES DEPIGTED ON PLAN TO BE RETAINED.
OWNER NAME:
SITE ADDRESS:
TAX PARCEL#:
LYLE AND MEREDITH GRANT
1208 8TH AVENUE NORTH, EDMONDS, WA
00461500000501
R FABRIG EENGE
v
EXI STI NCB
HYDRANT
0 20' 4.O' 60' 80'
GRADING IMPERVIOUS LOT COVERAGE (INCLUDING EAVES):
TOTAL GRADING = 31 CUBIC YARDS. CUT FROM EXCAVATION HOUSE & GARAGE 2,468 SF
FOR ADDITION TO BE SHED 323 SF
REUSED ON SITE. NORTH DRIVEWAY 2,776 SF
SOUTH DRIVEWAY 2,097 SF
OTHER HARDSCAPE 282 SF
DRAINAGE CALCULATIONS. , , TOTAL 7,946 SF
NON -REGULATED
REPLACED
NEW (POST 1977)
TOTAL REGULATED IMPERVIOUS
* LESS THAN 2,000SF SO NO MITIGATI
7,946 SF NEW ADDITION 501 SF
0 NEW HARDSCAPE 120 SF
621 SF TOTAL 7621 SF621 SF*
44 Qu STRUCTURAL LOT ERAGE:
EX. HOUSE & GARAGE 2,130 SF
EXISTING SHED 4.3TSP\
NEW ADDITION 474 SF
TOTAL 3,035 SF
__` 64
NGE
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HEIGHT CALCULATION:
(BASED ON ENCLOSED SURVEY)
A=
70.1'
B=
69.1'
C=
68.7'
D=
69.7'
AVERAGE= 69.4'
MAX. ALLOW.= 94.4'
Nothing in thir ppe�rmit approval process shall be
interpreted as al owing or pennitting the
maintenance of any currently existing illegal,
nonconforming or unpern-clued building, structure
or site condition which is outside the scope of the
�ennit application, regardless of whether such
building, structure or condition is shown on the
site plan or drawing. Such building, structure or
condition may be the su4ject of a separate
enibrcenseit action."
EXISTING PUBLIC STORM
MAINTAIN PROVIDE AND
TP� N gMp
INLET PROTECTION UNTIL
PROJEGT COMPLETION.
I�
II
Zone Corner4_Flag_
Setbacks Required Actual
Ff011t�� ____a �/
Sides 1� �� � exjl
Rear `
Other�� j r94_ 76
I Ieip it
EXISTING RIDGE HEIGHT = 84.19' (SEE SURVEY)
PROPOSED RIDGE HEIGHT = 84.19'
I5'' ' OVE[) T 1 )LANNIN0
n
ENGINEERING DIVISION
AP P D S NOTE
Date:
3,035 SF / 24,298 SF"---\ 12.5% J' PERMIT REVISION 5/17/2013
REVISIONS
BY
MAPLE
LEAF
DESIGN
Residential Design
Landscape Architecture
1208 8th Avenue North
Edmonds, WA 98020
Phone: (206) 523-6427
(425) 640-2889
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Date 5/1-1/2015
Scale 1 11 = 20'
Drawn LD611AP6
Job
Sheet
A2