20018 MAPLEWOOD DR.PDF11111111111111
12216
20018 MAPLEWOOD
DR
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PL 103.00,
,,-tLE\/. A= LI-7.82
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ELEV. G CI-7.7
N
I L
1-4
1z
EX15TIN6 HQQ5E I
IZ
(ANVERA&E ELE\/.=
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(EX15TINC7) OL
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P E —14, i. 0-0 1 1 1 — "
Qj NORTH
Ty
(j)SITE PLAN III = 20'
OWNER NAME: GARY AND LAURA LEEMAN
SITE ADDRESS: 20018 MAPLEWOOD DRIVE, EDMONDS, WA
TAX ACCOUNT#: 00506700001502
LOT COVERAGE: NO CHANGE FROM EXISTING.
IMP. COVERAGE: NO CHANGE FROM EXISTING
ZoAe
� �—f Z- Comer
Sqback
Required
Front C--
Sides 1v 15
T-5 --
"'TO
Rear vi
z 5—
Other
Be&
z
..dh.
FIRE HYDRANT TOP
OF VALVE
ELEV. = 100.00'
it
FEB 2 8 2012
1 DEVELOPMENT SERVICES
COUNTER
FlagiHEIGHT
CALCULATION:
Actual
A=
97.82'
tj=
99.18'
97.71'
_C=
D=
94.80'
AVERAGE=
97.38'
7--7
MAX. ALLOW.=
122.38'
9-2-1
W121n
tm.wm
ro�
M
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
11 STREET FILE
Name:
Z,-e-z
Date:___Z, 7 f -z-
Site Address: 7_00 lq611), (� Wo 0 Cl Plan Check 3E
OOS
Project Description: (-fM odt� 0 1-7 od o o cs- o;Q
--[Zoning:
Reduced Site Plan Provided: ONO)
Map Page�--�
Corner Lot: (YES le Fla2 Lo�. (YES
Critical Areas Determination 9: 1 C, C4
0 Study Required I
40�w�aiver
SEPA Determination:
Uir-Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Required tbacks
StL
,pet: Z_ ---
Sid
Side:
1 /0
_5
1 Ror:
Actual Setbacks
Street:
4
3 +
Side: 3 -T 0
Detached Structures:
Rockeries:
Fences[Trellises:
Bay Windows/Projecting Modulation:
El Stairs/Deck:
Height
Datum Point:
atum Elevation: / 00 C) o
Maximum Height �llowed: Z,�
Actual Height: C,�
?--Z J
Other
Parking Required:
Parking Provided: 72_
Lot Area: 12-, c i o
Maximum Lot Coverage: 35% Proposed:. %0
Lot Coverage Calculations: A,,,, 4— e oo + 2- 5- 2-0
ADU Created: (YES
Subdivision&-f— 2 0 /0 -7 cl7v- �Ivv�
Legal Nonconforming Land Use Determination Issued: (YES
C� , comments
ld".-
f 7
17.
'T 1, w
Vlvia
ql.7f
D I q. ro
Plan Review By:
PLannog Data Form 04 -11 �06.doc
thydrant;
TI'-pofvalve —
Daturn = 100.00'
MAFLEWOOD DRIVE
OWNER:
APPROVED AS NOTED Thomas an i rina JURICH
920 Alder Street
25 927 — Z2M
90, --- Edmonds, Washington 98026
--- 425-778-8694
Propervy Line
LEGAL DESCRIPTION:
That. part, of Tracts 15 and 16, PLAT OF MAPELWOOD HILLS.
U.Ims mph" Dk-.y
according to the plat thereof recorded in Volume 10 of plats,
page, 121, records of said county, lying south of a line That is
20 1 Vj
parallel with and 110feet south of the north line of Tractle
of said plat, and lying north ofa line the is parallel Mth and
— E50.
276
200 feet south of The north line of said Tract 16.
20'
lev. A
El . 13
Ed.U.J C� Wdk
37.52
99.18)
TAX ACCOUNT NO. 0
-
ADORS55:
200153ewood Drive
EXISTING RESIDENCE
Main* Floor Elevation 99.92'
C)
Averaga Elevation (97.12)
Cq
CID
NFWAVOITION
CIT ff-C C/3)
(25torics)
9 C".)
Elev. P
20' 0'
20'
lev, C
E A
r CJI
Oro,
C/31
(97,71)
HEIGHT C ULA ION:
--P,,
STREET FILE
10,44
A = 9702
[5= 99.15
G= 97.71
D= 94.8
VP�j WCA LA-T Average grade= 97.38
-M Maximum allowable 122.36
Actual 121.62
Properry Line
-Pq&jA
get.-OK4-1
SITE PLAN N
I"= zo,
ACCEPTABLE TIGHTLINE MATERIAL
t4-12 ADS
Sch 40 PVC
SDR 35 (ASTM 03034)
i"A
19502
U1
> F1-21—S �—, W Maplewoo,(,
8625
8917\7 8909 19509 19507
si,
(o re ,
CDL u- CD C�,
dwirch
3:
Seventh Day Presipytem 1,
Adventist
U.1
Pudtt-o 907 Church
9107 1-3523
96TH ST SW
E
8602 $420
W06 Maplewood
a :3 C 19619 Manor
(f) LD 0 8712 9704
cr 8410
8516 8414
830
8420 19626
19623
8426 1063,
19705 19703
ITO 3ET DRive 19702 9710
— 19709 a cs c 8323 Anis
19714 19720 19721 35 198TH ST SW*
Maplewood.
19722 5519 T 1971
igAm IQ797 19727
19730 1 a
Hilt E? 11 " I , 972
19726 -- IL 19801 8621
504 -A� 1 gao4 846S 19804
Park F. - I
19730 19812 ; I �G 8405 19810
T SS460
T 19817 19830 19829 114 8523 8450 19818
07 it 1. 8715 8705 7 sw 19824
19905 19900 19903 19902 8440 8430 S420 &V "0
—V -1 8507 19032
19902
19911 19911 19910 8518
29910 8503 gme 199
T 19912
19915 19918 -j 1 9917 19918 1 87,8 8710 8517 8405
a. 19912 199
8623 8621
19925 199,,) 19920
19928 cc 9925 8711 SW629 862 ;71
8409 19928
20010
601 8500
8812
9724
920 20018
910 20 28 3: 20019 Gym
20024 W 2DO22 20023 20020
902 =
20 :2a002l 20031
0
0
812 20029 20031 201 20103 8715 0 0 E offi-o:o 2
20102
1 20105 20101 2 2 - 21 8711 Maplewood School
9211 201 201 20110
2D1 ST L SIN 20111 20114
2 123A
9E— O'lo
CASCADE DR . 20125 8810
20139 a a W9
9130 20130 Uj 20115
20131 >
> 20124
202ND ST SW 20201
20201
20214 20208 9 8620 8602 8426
9021 2020 3 . : 8412 20205 20206
S 0 P 8801 20216 3: 20217 8622 9 20215 F1 20204 Kj 20205
20306 20307 W 8624 2 -3 20207 20224
20026 > a
9022 — < 1223 'It 20206 20207
----4< Selo Iiii 20209 20226
C1312 20311 20228 20227 862 20231 20208 20209
z 20302 1
20301
t2 20210 20213
20310 8831 203D4 20305 20307
q2 E I i 20310 8307
SIERRA ST 20311 9001 2 20212 20307 203RD PL Sl
8308
20316 20315
9:2 :1.:! 28 9120 204TH ST SW 20315 2ow0a 20311 a 8
9015
20321
20317
20322 20320 9008 2 7 ME 2MO314
20330
ParlunG
4 20319 20412 20417 20406 a 204TH ST SW 20405
20411 SA 1 2 1 r
cr
20321 20414 8610
2G421 204
0
0 -- 20421
3: 20425 U>4 20420
Uj < 20425
2D427 —
20505 i T T1 PC "
tFirebydrant
Top of valve MAPLEWOOD DRIVE
Datum = 100,00'
0
IN
LP
ELov. V
(94.80)
—901-
PrOrCrty Llme
OWNEIR-
Thomas and Tina JURICH
920 Alder Street
Edmonds, Washington 98026
425-775-8694
LWAL DESCRIPTION:
That pan of Tracts 15 and 16, FLAT OF MAPELWOOD HILLS.
"'ft4 A" D-." accorMno to the plat thereof recordeci in Volume 10 of Plats,
page 121, records of said county, lying south of a line that is
parallel Mth and 110 feet south of the north lime &Tracoro
Oro, of said plat, and lyine north of a line the Is parallel with and
18ro 277165
20' 200 feet south of the morth lima of said Tract 16.
El 13
201
El
-T TAX ACCOUNT NO, 5OC37-000-015-0200
ADDRE99:
j 20018 Maplewooi Drive
EX1511NG RESIDENCE 12'—
Main Floor Elevatiom 99.92'
Av"a ElevaVcm (97.12)
NEWADDITION
;t (2 .9toHee) C0.r I
mLI0.4 I
205 2 Iev. C
97.71)
HEIGHT CALCULATION:
A=
97.52
13=
99.18
C=
97.71 6NO
P=
94.5
Average grade=
97.36
Maximurn allowable
122.38 Ctl�
Actual
1211.62
Prcpar�y Lime
,911-E PLAN
N
I., , Zo
APPROVED BY PLANNING
PLANNING DATA
NAME: 1112!'L(
SITE ADDRESS:20019 DATE: -;7117,19 7
ZONING: PIS - 12- PLAN CHK#: -27-211
PROJECT DESCRIPTION:
CORNERLOT N. (Yes/No)
SETBACKS:
Required Setbacks:
J"
Front: 2-9-' Left Side: (0 Right Side: Rear: 2-5-'
Actual Setbacks: -4
Fro*nt: 79, Left Side: 32-t Right Side: 3 3' Rear: 5 7'
Street map checked for additional setback required?. IN, (,,,rt.-)—(Yes/No) o.,r -o- .(A
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (V (Y/N)
4-1ro LOT COVERAGE: 3 5- D7. Actual: 62,15-� 35Y) � 157- z 7
Maximum Allowed: 1+±: Z 14*
Z3,144 '17e% C)�_
,,A R'Y, > / ( -
BUILDING HEIGHT: 6
Maximum Allowed: 05, Actual Height: —
Datum Point: 4::�e be,/ vx�vr Datum Elevation: ego,
V
A.D.U. CREATEW: Ab
SUBDIVISION:
CRITICAL AREAS #: 9 -7 - / 2,4
SEPA DETERMINATION:
LOT AREA: 2-3 14-+
OTHER:
Plan Review By:
cAri IcAperm i Ppl andaLdoc
CA FILE NO.
Critical Area's Checklist
---------------------------------------------------------------
Site Information (soils/ topography/ hydrology/ vegetation)
1. Site Address/ Location:
2. Property Tax Account Number: S �__+
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? _)�yes; no.
If yes; how is site developed?
5. Describe the general site topography. Check all that a ply.
p
Flat: less than 5-feet elevation change over entire site.
�K 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 30 % ( a vertical
rise 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: &/(IN Approx. Depth:
VE� !
7. Site contains areas of seasonal standing water: f Approx. Depth: 6
What season(s) of the year? 601 kr(T, r--7,
8. Site is in the floodway___�_ floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are'
year-round? - Flows are seasonal? (What time of year?
10. Site is primarily: forested meadow J shrubs mixed
urban landscaped (lawn,shrubs etc)
.11. Obvious wetland is present on site:
A/cj
---- — ----------------- --- — --------------- For City Sta
ff Use Only -------
:1. Site is Zoned?
SCS m*apped soil. type(s)? -1�-T
3, Wetland inventory or.C.A. map indicates wetland present on site?
tritical. Areas invento ' or C.A. map indicates Critical Area on site7
ry Nib
-::-Site, Within des igria t'ed�'L�'ar'th:�tibsi'd'�*'ncL:i* landslide: hazardarea?
Site esignated on t.he Environmentally Sensitive.Areas Map?
DtTEkMI 'NATION
^ca.chkAoc; Rev 02/11/97
City of Edmonds
-NI-W CRITICAL AREAS CHECKLIST
The Critical Areas Checkl ' ist contained on this form is
to be filled out by any person preparing a
Development Permit Application for the City of
Edmonds prior to his/her submittal of a development
permit to the City.
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, and submit it to the
City. The City will'review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map along with the signed
copy of this form to assist City staff in finding and
locating 'the specific piece of property described.on
this form.. In' addition, the applicant shall include
other pertinent information (e.g., site plan, topography
map, etc.) or studies irf conjunction with this Checklist
to assist staff in completing their preliminary
assessment of the site
1. have completed the attached Critical Areas Checklist and'attest that the answers provided are factual, to the
best of my knowledge (fill out the appropriate column below).
Owner/Applicant:
-T V�o \Jtk-QC4
Name
q. ze
Street Address
City State Zip
-- '4-J a .... 0&1-1 +
Telephone
Signature
Date
c:recepfion\jana\cac1,doc
Applicant Representative:
Name
Street Address
UJA-
City State Zip
Date
(over)
z
el
U
0
U
W
co
0
z
0
0
CITY OF EDMONDS
PUBLIC WORKS DEPARTMENT
RIGHT - OF - WAY CONSTRUCTION PERMIT
A. *Address or vicinity of Construction
�Perlmiti-No�-,
RECEIVED Issue Date i-ll;-? 0
- 7"px L '14 t-,- ee- P-e�e W,
APR 21 7,9RI
Owner: JA 0 A. PR I
Name
CaOO(E? N&12 eL00Ck:J J)k-
Mailing Address
E--d mo wd Ly IV qfo act
City, S ta te, Zip Code
V11
it ra.,.F�[Tit Issued To: -Ddhiv A- 104R-57-
9 Contractor: Tk I e Sepvl,::-�a
Name
Mailing Address
City, State, Zip Code
• Type of Work to be Done: Te ry) e3 11!� Pr 0 -F:-
iE e- e-
• Work in Connection With:
El Sub or Plat 0 Single Family
El Comml. / Ind. 0 Apt. Condo.
0 Pavement Cut: 0 Yes 0 No
State License Number
- .3 -5 & 9
Telephone Number
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
B. APPLICANT TO READ AND SIGN
INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless
from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made
against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal
proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit.
Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year
following the final inspection and acceptance of the restoration by the Engineering Division.
Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at
which time a debit or credit will be processed for issuance to the applicant.
Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic
Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call
775-2525, extension 220.
I understand that this permit must be available at the job site for inspection purposes at all times.
I
Signature:
Date
Owner or
THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES
CALL DIAL - DIG PRIOR TO BEGINNING WORK
C. Issued Bv:
�id af 7�
y�
Time Au�thorize : Vold after days
Special Conditions:
Ammendments:
&r4
. ?/ 9,.o
Permit Fee: -00-- j89ti.- -Sac- - 1-5- 00, 0 Z-
Security Deposit:
Receipt No.:
Fund III Fee:
Street Cut Dimensions
X -
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
Eng. Div. December 1978
M
The City of Edmonds
APPLICATION
for
SEDE SEWER PERYaT
NEW CONSTRUCTION [] REPAIRS
OVrNER ............................. P
.. .......... ............................................................
ADDRESS .... ........ ......... .....................
"7�9,Rlewoc�cj
11,
EASEMENT No . ..........................................
PAI
CONTRACTOR ................ Re_k .............. ------------------------------------ PERMIT No.
LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ........................................... —
1,4w7 e--OR7 OF 7rJZAc7- 16-e16 -?/,o7 oc M,*,PJec,,.,od As//S
NAME OF ADDITION �N.Ye/t .... tO ..... ....... ....... 1,97-
F
15 100RAltel LiT4 -o9vcl /to F77 Soc;-,A oF T�e 14orr-,', aF7.,?#v�T 16
Nc,,e�l, o F Ao //.'Ve / Av7- I S 10-*R_ .9//el w '-/-4 9'A-d Poo F77
1VaiZTA A,A"c OF TRA..�—1 /6.
C) /?,
. -_ i t,^. ^_
Approved:
DATE f7//77 -0 ....... By ... .... .. . ... 40V
L A IS L N, E 1.1 T
For a good and valuablt:; consideratiun, the grantors y, 'HFMRy
ER (;QN P
and ANITA HEMRY hereby grant
to the owners, J. A. PRIEST end LEGH K. PRIEST
and to future owners of:
That. part of Tracts 15 and 16, !-let of �vaple-wood Hills, according
to plat thereof recorded in volume 10 of plats, page 121, records
of said county, 1�in;- south of a line that is parallel with and
110 feet south of the north line of tract 16 of said 1:lat, and
lying north uf a line that is parullel with and .2-00 ft�e.t 60utla of.
the north line of suid Tract 16.
An easement for the installation, operation and maintenance of a sanitary
sewer line over, across, through, under and upon the following described
property, --ituated in �'nohomish County, State of Qashington, to -wit:
All that portion of Tract 16, Maplewood Hi.11s, according to
the plat therof recorded in Vol. 10 of Plats, page 121,
records of said county, lying north of a"iine which is ' parallel
to and distant liQ feet souti-IL of ti-.L,e north line of said Tract 160
P
DATED this 1i d day of
19
STATE OF GTON
SS
COUNTY OF SNOHOMISH
On this day personally appqared before me BRYSON P. HEMBY
and ANITA HEMRY "to
me known to be the individuals
described in and who executed the within
and foregoing instrument, and
acknowledged that they signed
the same as the ir free'and
voluntary act and'�eed, for the uses and
purposes therein mentioned.
GIVEN under my hand and official
seal this 2rd day of
May 1969
46
e.110 Xee e�
dl�11(6_71C <.I
Notar-
Public in and for the State
of Washing�on, residing at Edmonds
..CITY OF EDMONDS
CiVIC CENTER — WATER -SEWER DEPARTMENT
SIDE SEWER - PERMIT
call PRospect 6-1107 Wheii work.:
Is ready for inspection. (No Inspec.
tions Saturday, Sunday or ho N2 3820
ADDRESS .................. ... �c�p�ewood Drive
............................................................. ............................................................................................
OWNER ................. ............................................ CONTRACTOR ----- 3nb .. Akl in .......................
...........................
Pefinission is granted -..SeD.te.m.b.e.r ... 9 ........... _ 19_7 ' 0., f or ........ : ............... days to REPAIR or CONNECT a side sewer
With City Sewers in accordance with application on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE No. I —The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must
be employed to construct side sewer In street area. Do not cover any portion of sewer before it has been inspected.
NOTE No. 2—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
NOTE No. 3—Top, of side sewer must have at least 30 Inches coverage at property line and 12 Inches inside property line; minimum grade of 2%.
No bends In grade sharper than % will be permitted.
NOTE No. 4—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for
failure due to improper work which may develop within one year of completion.
NOTE No. S—It is unlawful to alter or do any other work than Is provided for In the permit, or to do any work on the main sewer or Its appur-
tenances except to Insert the pipe Into the wye.
tFilrehy4rartt
Top of Volvo MAPLEWOOD DRIVE
ofiturn = 10040,
APPROVED AS NOTED
- - " ff,
I F— Property Line
A
Elev. 0
(94.80)
— COO,
1&(0-
276—
E�" C� V&k
.1 �t
208
HEIGHT
PP,'(U/A krT
10 90416aw-01r
121TZ:"
EMOTING RE51DENCE
Main Floor Elevation 99.92'
Average Elevation (97.12)
13 =
15)
OWNER.
f,Q)l 5 1 ��&—
Thomas nand npa JURICH
920 Alder f7treet
Edmonds. Washington 96026
425-778-8694
LEGAL DESCRIPTION:
That. pan of Tracts 15 and 105, FLAT OF MAFELWOOD HILLS.
according to the plat thereof recorded in Volume 10 of Flats,
page 121, records afsalal county, lying south of a line that if,
parallel With and 110 fen south of the north line of Tracv(5
of said plat, and lying north of a fine the 16 parallel with and
200 feet south of The north line of sold Tract 16.
TAX ACCOUNT NO. 50007-000-015-0200
ADDRESS:
20015 Maplewood E)rlvo
.f,V
NEWADDITION IL A ff- %—I ky
(2 Storlee)
ClIn
15' 0. 201— 0
— 606, lev. C CITY %saff 010 1 r—
(97.71) r-.
1c, -Mm�
O'ULATION: E-A4 ram
A =
97.52
15=
99.18
G=
97.71
0=
94.6
Average grade=
97.36
Maximum allowable'
122.38
0 cAr- Actual
121.82
Property Line
A 0
�fy 11-f
51TEPLAN N
I" = 2,01
t 1-M cow-/!:�
V;14,D 1W
CA5
4,
Cn
ACCEPTABLE TIGHTLINE MATERIAL
N-12 ADS
Sch 40 PVC
35 (ASTM D3034)
,APPR0VFD,-9V
December 15, 2003
Mr. David Gerbert
City of Edmonds
121 5hAve. N.
Edmonds, WA 98020
Dear Mr. Gerbert:
RECEIVED
DEC 19 2003
ENGINEEFUNG DIVISION
te
I was informed by my neighbors on Maplewood Drive that Mr. Helleren will be constructing a
house across the street from us. I also understand that he has offered to put in a sidewalk as an
improvement on that side. I was not present at the discussion of this that the City of Edmonds
arranged. I do not think we were notified of that. It is my opinion, however, that by adding a
sidewalk to that side of the street for such a short extent will add little to the safety of any of the
multitude of people who walk. In fact, it will likely cause them to revert to the west side of the
road where their dogs can do their business, which is the majority of the people who walk are
walking their animals. I am also concerned about the perception of that becoming more of a
thoroughfare. The speeds are already fairly high and I expect placing sidewalks will only
increase the sense of that. It will also diminish off street parking for the neighbors in that area
who have expressed that concern as well.
In conclusion, I wonder if that money could be spent more effectively improving another aspect
of Maplewood Drive and I would like to know your impression in that regard. Please feel free to
contact me at home, 425-778-8694, and my address is 20018 Maplewood Drive, Edmonds, WA
98026. Thankyou for your attention in this matter.
?Ccerely,
J.
Thomas )UIC h, J/r.
cc: Gary Raakenson
Mayor of Edmonds