10102 243RD PL SW (2).PDF1111111111111116196
10102 243RD PL SW
m
TAX ACCOUNT/PARCEL NUMBER:CDffj4q 'pc0"
BUILDING PERMIT (NEW STRUCTURE): I q 60
COVENANTS(RECORDED)FOR:
CRITICAL AREAS:— to' 2m DETERMINATION: ❑ Conditional Waiver ❑ Study Required Waiver
DISCRETIONARY PERMIT #'S: (...L qj 30 % V • gi *69
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED: g T
SCALED PLOT PLAN DATED: I2. 22* q
SEWER LID FEE $: LID #:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DA
SIDE SEWER PERMITS) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
LOT: BLOCK:
LATEMPOSTsTorms\Street File Checklist.doc
PROJECT ADDRESS / OWNERS:
MARK AND JANET REIFF
10102 243 RD PLACE S.W.
EDMONDS, WA 98020
546.1529
SCOPE OF PROJECT:
CONSTRUCT NEW 32. x 40'
GARAGE. 1231 SQ FT.
TAX NO: 5549 - 000 - 002 - 0005
LEGAL DESCRIPTION:
LOT 3, EXCEPT W 10.0' THEREOF
TOGETHER W/ THE W HALF OF
LOT 2, AND TOG W / THE W 10.0'
OF EAST HALF OF LOT 2, ALL IN
PLAT RICHMOND BEACH PARR
HOMES, ACCORDING TO PLATS
VOL 13, PG 34 SNOH. CTY.
LOT LINE ADJUSTMENT:
LL-97-38
VARIANCE:
V-97-69
ZONE: RS -8
SETBACSS: F S R
REQUIRED 25 7.5 15
PROPOSED: 48 7.3 15
LOT SIZE: 16, 875 SQ FT (112.3 x 150)
LOT COVERAGE: 2014 SQ FT 11.91/6 EXISTING
3243 SQ FT 19.21/o PROPOSED
CONTRACTOR:
JIM HELGOLAND
LIC. EXP.
HEAT: NONE
PLUMBING: NONE
GRADING: NONE
HEIGHT: 15' MAX C RIDGE
� I
I
I
I
I
SNOHOMISH COUNT.
KING COL'N7Y
3RDPIACESW_
centertine
D
'. 1746 SQ FI
AGE:
SITE PLAN
s
SCALE: P = M. - 0" O
z
MARK REIFF 15ITF, PL.qf,,j
- 10102 243 RD PL Sw
EDMONDS. %X'A 9SO20
546 - 1529
Eu' GAR W E
0
n
L�
Bt�1CD1�G
I
s [ITF-
AfEi FILE
PLANNING DATA
NAME: M IlAr K �Za ,'O'F
SITE ADDRESS: 10 ° Z - 7-43 "'PI, SDATE: `'/l % /9 2
ZONING: 2-5 -'? PLAN CHK#: 97- 2-9/
PROJECT DESCRIPTION: Naw 3 Z ' k 4-o,
CORNER LOT /00 f� j a (Yes/No)
SETBACKS:
Required Setbacks: —
Front: Z5' Left Side: 1,-' Right Side: 7�/;-' Rear:,
Actual Setbacks: (W,r. +.- ([' . 4,,,..w, ate_
Front: ^-103' Left Side: 7�4 Right Side: 4' Rear:
Street map checked for additional setback required? ' Al 0 ) (Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED N (Y/N)
LOT COVERAGE: (,?ol4 �- IL3l) 3 Z15'
Maximum Allowed: 35�, Actual: ii fo,f7; V i�
BUILDING HEIGHT: dtfx'�
Maximum Allowed: �' 15' Actual Height: S�
Datum Point: SaAxe Datum Elevation: lao. '
A.D.U. CREATED?: Na
SUBDIVISION:
CRITICAL AREAS #: 96' ?tz - wP,'vf
SEPA DETERMINATION:_
LOT AREA: u/0� lr"$- 6�C W � (1�� F75-6
OTHER: V-97- (o9 kflaw a IS' re kos",, -/k tattri'l vim, G,.e
9 - 3 R Ft--pwA t61- VA t? . I I Z . 510 _ l�s ng' /.'-"I re'e—ARA � u - (\UAeA J�-- ot-, -
Plan Review By:
c TiileApertnid^plenduLdoc
,CA FILE NO `
N°' S�i11 tical%Areas Checklist
F ,S„tyy, y,ry } •
Information (soils/topo rap] ydroiogy/vegetatiotug
n)1 �
Si& ress/ioc on::
erty: Tax Account Number. 2:', Prop
:3 Approximate Site Size (acres or squaaze feet): /0�1.x 160
4 ' ' ;'Is this site currently developed? yes- `no_
�.:
If yes; how is site developed?
5. Describe the general site topography :.Check all that apply.r „+
Flat: less than 5-feet elevation change over -entire site. 6^..t t
Rolling: slopes on site generally less than 15% (a vertical -rise of 10-feet�gver a 4?. U: f99 �c'1
horizontal distance of 66-feet): �t. , 44i,; 6
Hilly:. ...slopes present on site of more than 15% and less than 30% (a vertical.
of 10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 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: O ; Approx_ Depth:
7. Site contains areas of seasonal standing water: N 4 ; Approx. Depth:
What season(s) of the year?
8. Site is in the floodway NO floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? 00 Flows are seasonal? (What time of year? ).
10. Site is primarily: forested ; meadow ;shrubs ; mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present .on site: M% .
For City Staff Use Only
L Site is Zoned? �11
2. SCS mapped soil type(s)? 1� _� lek_ L..oa j Ur lO u.d (' a �- dy,,� o A^
3. Wetland inventory or C.A. map indicates wetland present on site? A%0
4:' -,Critical Areas inventory or C.A. map indicates Critical Area on site? ,A
5: Site'within designated earth subsidence landslide hazard area?
6. Site designated on the Environmentally Sensitive Areas Map? /(/O
.DETERMINATION
STUDY REQUIRED
WAIVER
Reviewed by:
• PI r
Rev 01/M4
CONDITIONAL WAIVER
g_ 26 -
Date
+. +t ,jir Teakw;fii r F lb�fii t t k2r .a P. V to t
i4� ijl?7vi .1�'t•r�'"' '�i�k"d� m'' `j � «,fit; • '� �'3� 1� T,�'e^, l.^� it � t •t ' s, 4 '�'� lit �w'�z.%. )' ; � �:•� ��ta��
1
•• r!s n �•. F '�+ t.l 1 Mir ,
tio- _ a
a:i� • £f� .; -7. r t it e i "' � ? �., KS . ABC
6 "
J
+�•• .hx�K'1?.ofr-,hit`` + d�� �APeiC•�tt'e "C��2lIF:3�)Fl?!T,..-lS6ij»�i `M.c�7.,.'.'.
�? �� i f.^ti'�' ° iwV�i�.sL°a�:'J.�1, .a,C.E. �.i� ., [_.iti.i;t .t€,:.!;•.^.r,� ,]C.� "� ;�.�, �l 3t:�. a*
. �1e � }o, 4�i h'"��"t'i t� y� ���„�...;. t�;. `'��'C?::J�2 fit* %b''`?�"•• `.':_?� 9JI�;tI�[';i'1'?:f7)?4Y .� •t;• .
?S; r•. .W+*3':k�` v `via r� a 't.•• �I�:15, YC�%....___..... "�`ib":•i" '1 li1T<i i•::i�•.,1$.Z 'uS'}.�,(^tj• - .dS. .
` .
Areas G.,,hieckli . st
ca
.J'„i �•Y�1�y P(,' Y-tlt{.i�•.... �t"„?iri ..f,,:!' 1'�rz •'2
The Critical Areas Checklist contained on ;i ,-: ':''and submit it to the City. The City will
this form into be filled out by any Person review the checklist, make a precursory site
Preparing a; Deyelopment;Permit . ,::. I ;visit,and maim a determination'of the
. ....: t...
Application for.the City of Edmonds. prior - subsequent steps necessary to complete a
to his/her submittal of a development development permit application.
permit to the City. l
The purpose of the Checklist is to enable '
City staff to determine whether any
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should be easily available from
observations of the site or data available at
City hall (Critical Areas inventories, maps,
or soil surveys).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
With a signed dopy of this form, the
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
Other pertinent information (e.g. site
Plan, topography map, etc.) or studies in
conjunction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
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:
Name Name
— 10 row.
Street Address
IN 6-15;Zi
- EGlnond_s (aa 11"90
City, State, ZIP Phone
_Q 5- Ss-9(o
Signature Date
Street Address
City, State, ZIP
Signature
Phone•
Date
STANDA DRAINAGE DETENT#N SYSTEM
WORKSHEET
l 011110 VAA1,5 IV
OWNER CALC BY:
d Z Z CAL. • S
ADDRESS PHONE:
�►n�b�I,GCS-
La DATE:
*****DESIGN DATA***** k�
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
�o DETENTION PIPE LENGTH LOCKING LID
..<TYPiCAL>
FINISHED G
'MINIMUM
E
® 6' MIN EDEFR3 TOP OF
TtGHTLI E �ONCUBOX
OR RISER
.5% TO IX SLOPE '
O OUTLET
OUTLET CONTROL
�9MIN.
UPPER CATCH BASIN--ORR-IFICE
CONTROL CATCH BASIN -~
SYSTEM CROSS SECTION
2'X2'X6' DEEP, 4-6' SPALLS OR EQUAL
FROM CONTROL CB 2'X 2'X 3' DEEP, 3/4' CRUSHED ROCK EftTRENCH
FROM CONTROL OUTLET
HH,
TONHE MIN LEVEL LONG.
W/ END CAPS
OTOPLACEMENTNOF WASHEDIDRAIN ROCK
RIPRAP OUTLET
RUNOFF SPREADER. TRENCH
FOOTING DRAINS SHALL NOT BE CONNECTED 70 DETENTION SYSTEM
NOTES:
1. Call Engineering Division (771-0220) for a tightline and detention system inspection
APPROVED BY
before backfilag and for final inspections.
2, Responsibility for operation and maintenance of drainage systems on private property is the
responsibility of the property owner. Material accumulated in the storage pipe must be flushed
out and removed from the catch basins to allow proper operation. The outlet control orifice
DATE
must be kept open at all times._
M
•
Table 1 — Detention Pipe Sizes
Imperrrleal�le„
Required
Area Sq..Ft.
Vol Cu Ft
2oob ;, • •
50
2500
62
3500
87
4000
100
4500
112
50,Q0
1 L5,
Note: Allowable Pipe Materials:
Impermeable
Area Sa. Ft.
2000
2500
—_.),3000
3500
4000
4500
5000
Pipe D* ter.
.
301
50 35 20
13
60 42 24
15 Required pipe
70 49 28
18 length in feet
80 56 32
21
90 63 36
23
100 " ; 70 40
25_;
Reinforced Concrete
Aluminized Steel
Aluminum
CMP Asphalt Coated
N-12 ADS (Not permitted on roads)
Table 2 — Outlet Orifice Sizes
Outlet Orifice Diameter (Inches
5/8
5/8
34
3/4
7/8
7/8
7/8
Table 3 — Rectangular Catch Basin Requirements
Detention Max. size Catch Basin
pipe diameter knockout Type
< 18" 20" Type I, CB 15
--�18" to 24" 26" Type IL, CB 16
24" to 36" 36" Type II, CB 19 19 (48" Basin)
36" to 42" 42" Type II, CB 19 19 (54" Basin)
*Source: Assoc. Sand & Gravel Co. Standards
5
Revised 3/16/95
0
0
96.7 ownspo t
0� 4
xl�
direction of qu
drainage:
ridge
uS
19
91 NEW GARAGE:
liz
1231 SQ Fr
Nu
'6
96.5 Z 96.5"
CID
downspout 2-1
NOTE: ROOF DRAINS ARE TO BE SEPARATE FROM z N
ALL FOOTING DRAINS. �i
97.5, Ca
0
proOperty line
DRAINAGE PLAN
SCALE: V = 10' - 01' 0
z
THIS IS THE LOWEST SITE 3+q 9(,q26
IN THE NEIGHBORHOOD. qicLJQ
MARK REIFF FLM 10102 U3 RD PL SW AA
STqEEr All e
EDMONDS, WA 98020
546-1529
NEW GARAGE
n
p
L -A
STREE'r FILE
C
Skip 2 3
PERMIT COU�i
Ll
CITY CLERK
CITY OF EDMONDS
121 5TH AVENUE NO.
EDMONDS, WA 98020
9712030613
12/03/97 16:57
p.0004 Recorded
Snohomish County
CITY OF EDMONDS
RECORD OF LOT LINE ADJUSTMENT
This is to certify that the properties as shown on the attached map (Exhibit "A") and
described as follows,
Legal Description: Lots 1, 2, and 3, Richmond Park Homes Plat
Assessor's Parcel Numbers: 5549 000 002 0005 and 5549 000 001 0006
have had their lot lines adjusted under the provisions of the Edmonds Subdivision Ordinance
(Chapter 20.75) File No. LL-97-38.
I / we verify that I / we are the legal owner(s) of the property described above. I / we warrant
that all representations are true and correct and understand that in the event of any
misrepresentation or failure to comply with the conditions and regulations set forth herein,
the City of Edmonds shall have the right to declare that lot line adjustment void and record a
statement to that effect in the Grantor -Grantee's Index in the office of the Snohomish County
Auditor.
Signed: ��Psa Li
Ernest G. DeBella, Jr.
Mary Thomas-DeBella
10020 - 243rd Place SW
STATE OF WASHINGTON)
ss:
COUNTY OF SNOHOMISH)
On this day personally appeared before me
to
me known to be the individuals described in and who executed the within and foregoing
instrument, and acknowledged that }\�
signed the same as *01 -i 4- free
and voluntary act and deed, for the uses and purposes therein mentioned.
Given under my hand and official seal this (o 0 day of I1 �l�.Yi1 bO'� 101
Notary Public in and f r' he State of Washington
residing at
Continued on next page
0
•
Signed:
Mark E. Reiff
10102 - 243rd Place SW
STATE OF WASHINGTON)
) ss:
COUNTY OF SNOHOMISH)
On this day personally appeared before me 0�L.
to
me known to be the individuals described in and who executed the within and foregoing
instrument, and acknowledged that" -p
signed the same as _� �,�� UU
free
and voluntary act and deed, for the uses and purposes therein mentioned.
Given under my hand and official seal this --)S—J4— day of • n_ 1 gq' 1
,�1,�1111 *;)I u11�0,1�
i�
u : r o-�� Nata ublic in and for the State of hington
residing at
•^
1ft�.�lue`��o +
•
JAN 15,1997
Rt-J 411-1), 9 -7
EXHIBIT A
BOUNDARY LINE ADJUSTMENT MAP
MARK E. REIFF AND ERNEST & MARY DEBELLA
CITY OF EDMONDS
PORTIONS OF LOTS 2,3 & 4 RICHMOND PARK HOMES, VOL 13PG. 34
SNOHOMI.SH CO. WAIN THE SE4fSW,'-, SEC. 36 T27N,R3E, WM
L
n S �3✓� -.i` �i. ,, I 44S.03 art .�
N
-I�So
-
102.5 - -
!_
1 � I
I ,
N
{
'
1.1 y)j
1 II
4b 9
1
1�
,
J1
�
1 !�
PARCEL "A"
m I ?
Vr�
PARCEL ' B"ow
�Z
1
16,875 SQ. FT. I
V;K n
(
15, 375 SQ. FT.
' '
�S49-000-002- 005
`���
-70
5549�000-001-0006
8-41
- CO
"7'/ it
Ir co•v0
N V9a 25r I2.�� L% 0 3 119 -5PHA 1. T N
L
ZONING: RS-8
PARCEL A Existing SQ. FT. 15,375
NEW SQ. FT. 16875
PARCEL TO BE CONVEYED 1,500 SQ. FT.
PARCEL B Existing S(, FT. 16,875
NEW SQ. Fll. 15375
PREPARED BY:
N J
7//? 5 �oE
25,dr?�ourc' AEAR—
ALBERTW . CHENOWETH
CHENOWETH AND ASSOCIATES INC. PS
18130 MIDVALE, AVE N. S ioa
SHORELINE WA. 98133
206-542-218$L t\T MRIn1N
EXPIRES10141
f a) -qv/ .7 4;'7
LEGAL DESCRIPTIONS FOR
BOUNDARY LINE ADJUSTMENT
MARK E. REIFF AND ERNEST & MARY DEBELLA
EXISTING LEGAL: PARCEL A (REIFF)
LOT 3 AND THE WEST HALF OF LOT 2,
EXCEPT FOR THE WEST 10.00 FEET OF SAID LOT 3
ALL IN THE PLAT OF RICHMOND PARK HOMES, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN VOLUME 13 OF PLATS, RECORDS OF SNOHOMISH CO.
STATE OF WASHINGTON.
EXISTING LEGAL: PARCEL B (DEBELLA)
LOT 1 AND THE EAST HALF OF LOT 2
ALL IN THE PLAT OF RICHMOND PARK HOMES, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN VOLUME 13 OF PLATS, RECORDS OF SNOHOMISH CO.
STATE OF WASHINGTON.
NEW LEGAL DESCRIPTION: PARCEL A (REIFF)
LOT 3, EXCEPT FOR THE WEST 10.00 FEET THEREOF,
TOGETHER WITH THE WEST HALF OF LOT 2, AND TOGETHER WITH THE WEST
10.00 FEET OF THE EAST HALF OF LOT 2,
ALL IN THE PLAT OF RICHMOND PARK HOMES, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN VOLUME 13 OF PLATS, RECORDS OF SNOHOMISH CO.,
STATE OF WASHINGTON.
CONTAINING 16,875± SQ. FT.
NEW LEGAL DESCRIPTION: PARCEL B (DEBELLA)
LOT 1, TOGETHER WITH THE EAST HALF OF LOT 2,EXCEPT FOR THE WEST
10.00 FEET OF SAID EAST HALF OF LOT 2,
ALL IN THE PLAT OF RICHMOND PARK HOMES, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN VOLUME 13 OF PLATS, RECORDS OF SNOHOMISH CO.
STATE OF WASHINGTON.
CONTAINING 15,375 sq. ft.
PARCEL TO BE CONVEYED FROM DEBELLA TO REIFF
THE WEST 10.00 FEET OF THE EAST HALF OF LOT 2, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN VOLUME 13 OF PLATS, RECORDS OF SNOHOMISH CO.
STATE OF WASHINGTON.
CONTAINING 1,500 SQ . FT.
PREPARED BY:
ALBERT W. CHENOWETH
CHENOWETH AND ASSOCIATES INC. PS
18130 MIDVALE AVE. N.
SHORELINE WA. 98133
206-542-2188
EXPIn S
JAN. 15, 1997
INJ fJ L'4BOB - `jq,
.. L P N {P{�� � � > P � tAt�� NAI4 A A A � � y P P j i '•y O S
23903 k
tt c-c3r s�z^- : � .� � 9^�"C : —• —rc• _ ^ _: --: �:• :-c;•—t �a-^:,a: _. —: r^s-^a..-: ^:.ems—s•�-
10704•.,�.
.. l O71 PL W o'
tons
II 10710
�1
(((} 10704
i' 10630
p.
II 10824 �1
0
�
j
N
10708
l
,0700
�wi
O
Nu
R
10824
10707
L o 10707 1
10701 m m to 10629
10629 1
10627 :10M PL � ,toQ� � 1D " ? 10620 A 10825
1
(I 10ete 100B, PLW oele $ $ 10610 1
11
II 10608
I� 10602 10533 10532
II 10528 10527 10528 N
II05TH AVE W
1061,
p
'�
i
e
10610
4
N
V
m
pa_
10801
10802
A
P
p
A
P
24206
w+
m
'0
8
10526
N 10613 0 m v �T 10615 1
p 10012 �j
�i ,B6B5 - �,4. T 10600
= ^ 1 1 1 10609
10531 .\ /... 10608 �tb°\ a- tOs24 1�
V 10601
10523 C ) � 0 /
//}}�� 'oB��,� �^ 10522 10525 v
f' 10514 10518 10518 105TH W 10517 ..\V `� N ,�.►
i b ^� - W Q 10506 1f
lnsn
10$10 10509 \9°� (n y 1B$17
0 (�i lc
Ij 10432 firo N V v 10502 10503 O ^ A 10500
10429 CD =r • 10507 iC
10426 N m N a m 10428 0
N
Q £ 10429 10
j 10416 N m 104TH PL W "
0 104TH AVE W
N 104TH AVE W
1, c 24131 24123 o s t" 110324/F10j
�23727
l�ii � i6 23809
0318t031Bg0715 10312
i5 iF
T
° T(D• O
1020m - 10308 \ 103t0 10307 J O
e 0 01 ?<� 10307 0 23923 a ,8394 Kla haya Pool CL
.70 � 7oto a g ti C
a Faith Community 237z6 z371
1az2o e C
�e `= ' a $
® - - i
Church
� 10220 o
v � 7022t 23913 P23912 1�1VO 1ozz3
10216 /VeldONM N 239,0 oz,4 23719 W
o o . N N 24,OB g 10213 23911 to 021s
a' stp N P 24127 N S m 23814 10207 o O ty'
u iK ,0203 10202 10203 r
10132
NptJP5 ytttoo,+zzs, z13o711z69 237oz 10202
10129 lo
_ 10133
0124 10131 10128 101z
23020'Dry° 101STAVEWOtt � 10121 10120 t0121
��Jf4
Ybi
tO1ST PL W 1011e,
®_ 10109 $ 101STAVE W.'." ,o... lotto 101STPLW {� I6iSTPLW
24203 ($ !6 y O i3 a ii i6i m
10102 N 10103 10102 10102 a $ m m N u H o o m t
ppp �NN7 10029 10031
!e i� ,00ze 10028 Z 1002e 2302s 15 ^rf ($ (y i-
10020 vA 1002310�
®_ d tools oots r� M3ntl a no,' rn m H N a o
• r 10015 1001e N a g $ 23930 .101 ST AVE W
S a N N N 24208 24128 P `o' 700.r, 23823 8� 101ST' W.
° 24127 a a g g -�— ` RROALE AVE t007H.AVE W23614 23604
9931 $ N c ...
F� MS v2 N - S asoo R
•
r
cj
------------ I
N
13WH
SCMABLE -Mfi E
SDR 35 MATERIAL
SCH 40 Lu
N-12
F81
FOOTING DRAINS NOT
1 P F- i4c F— TO BE TIED INTO
DETENTION SYSTEM
Ia.- cell
CST®
--"V9RE-IJ WITHIN 20� :��: / b�T�? �'�oti1 �
OIMERSDOMSPOUTS
TO CONNECT To UST. SYST.
IF- Y, 1� -f t >-A ?I
CINNER/CON'rRACT019 IS rr' ONSIBLE FOR
E pop!
�1111-1) DTRA02-F-
d
A, P P f 10 V Ell.", D
BY ENGI EKING
?ate:
APPIloVED B- y p�"�;, �
U
PROJECT ADDRESS/ OWNERS:
MARK & THRESA REIFF
10102 243 RD PLACE SW
EDMONDS 98020
206 -5461529
TAX No: 5549 000 002 0005
LEGAL: RICHMOND PARK HOMES
BLK 000 D-00
W/ V2 LOT 2 AND E 65 FT LOT 3.
SCOPE OF PROJECT:
REMOVE CARPORT. REPLACE WITH
338 SQ FT. GARAGE WITH MASTER
BED -ABOVE. 54 SQ Ff. CANT. DECK
ADDITIONAL LIVING BY EXTENDING
WALLS UNDER EXISTING EAVES.
A�J, f5Q. FT. NEW LIVING.
ZONE: RS-8
LOT SIZE: 16,875 SQ Fr.
LOT COVERAGE: EXISTING RES. 1339 SQ FT.
EXISTING GARAGE- 1231 SQ Fr.
NEW GARAGE/LIVING 546.9 SQ FT.
NEW DECK 54. SQ. FT.
TOTAL: 3170.9 SQ FIE 18.7%
IMPERVIOUS: NEW 600.9 SQ. FT.
NEW DETENTION SYSTEM INSTALLED 4/97.
GRADING: LESS THAN 10 SQ YDS. USED ON SITE.
CONTACT DURING PERMIT PHASE.
KRISTIN HANSON
HANSON DESIGN
652 ALDER STREET
EDMONDS WA 98020
425-774-7129 / 425-771-3152 FAX
hansondesign@hotmail.com
CONTRACTOR: OWNER
- --- ------
. ... .......
HEIGHT CALCULATIONS:
DATUM POINT- WATER METER 100.0'
A. 91.'
B. 99'
C. 99,
D. 91' - 380 4 + 25' 120" MAX
PROPOSED RIDGE, 110.8'
Zone�—g CornedKFlag
_
Setbacks Required Actual
Front a 21 -w-
Sides •
Rear J';
Other
Heigbt
RESUB
MAY - 4 2005
BUILDING DEPARTMENT
CITY OF EDMONDS
STREET FILE
I
iOlo� �93 �L�6�v
RESUB
MAY - 4 2005
BulwiNG' D P" 11*t61Si� r
CrTyQF Etl,4P:�S
STREET