20031 88TH AVE W.PDF11111111111111
15453
20031 88TH AVE W
ADDRESS: � 00 31 �ITA /D
TAX ACCOUNTMARCEL NUMBER: 'a-�4n 460
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
CRITICAL AREAS: ��a &nj DETERMINATION: [] Conditional Waiver F] Study Required P�waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
SOILS REPORT DA
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
OTHER:
I
LOT*r
LID #:
BLOCK:
LATEMPTST'sTorms\Street File Checklist.doc
'City of Edmonds
Development Services DcparUnent
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
Jtac. IS90 1
DATEDRECEftW,: 3-12-01
CITYRECEIPT#: 1:11Z)(r3
Critical Areas File ;20j2 1 — 001
��R -
Critical Areas Checklist Fee* �-Ao
DATE MAILED TO APPLICANT: �R - - -0-2.00
CRITICAL AREAS CHECKLIS
The Critical Areas Checklist contained on this form is
to be filled out by any person preparing a Development
Pern-dt 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 co m*plctc 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/or representative, must fill out the
checklist, sign and date it, and submit it to the City.
The City will review the c 4 ecursory
site visit, and make a deteriiiination o subsequent
1
steps necessary to complete a . devello7wnt permit
application.
Please submit a vicinity map, along w the signed
copy of this form to assist City staff ir finding and
locating the specific piece of property des J.7ibed on this
form. In addition, the applicant sh � mclude other
pertinent information (e.g. site p Ian, topej;raphy map,
etc.) or studies in conjunction with this Checklist to
assistant staff in completing their � preliminary
assessment of the site. RF-CEIVED
DEC 16 2003
PERMIT
I have completed the attached CRITICAL AREAS CHECKUST and attest that the answersi provided are
factual to the best of my knowledge (fill out the appropriate column below).
Owner/Applicant:
Rb ?-J M
Name
620o3l —
Street Address
City State Zip
Tel h e: A0 2-2-9 32-Z9 - -
0 e
ii�gnatur�e Date: 4z,
Applicant Representative:
M —Z—A1,0e)Z9Zt*9 --7-1V
Name
.202,(o
Street Address
i
City State Zip
Telephone: IIL215— a
0:\sh=\Libnffy\planning\Fmu\Pubtic Handouts\ Critical Amu Checkfist Doe/1-16-2001
Z 958j !'OUI 'SeTj:�snpul *Vy,j*V <- ! "deg: t, �0/ez/e :POATGOGU
Critical Areas Checklist CA File No: 10C) 1 -36
i
Site Informaoon (soils/ topography/ hydrology/vegetation)
1. Site Addrer-01'Location:
2. Property TAX Account Number
3. ApproximAe Site Size (acres or square feet):
4. is this site durrently developed.? yes; _ no.
If yes; hom:. site developed? Hewv% G_
4_
5. Describe tIkOlgeneral site topography. Check all. that apply.
IF-4 less than 5-feet elevation change over entire site.
IN ing: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal
distance of 66-feet).
Hil]y: 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).
S*p: grades of greater than 30% present on site (a vertical rise of 10--feet over a horizontal
distance of less than 33-feet).
Oiber (please describe)-
6. Site contabno: areas of year-round standing water: Approx. Depth:
7. Site contah4 areas of seasonal standing water: _; Approx. Depth:
What seastot�tls) of the year?
I
8. Site is in t174 hoodway - floodplain - of a water course.
9. Site containi 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 prini4ily: forested meadow shrubs n-dxed
urban lanei 'ap (lawn,shrubs etc)
QbyjQi�s.,,t�j. land is present on site:
&N.Shamlibrary\plluu�rg\Forms\Pub)jc MndoutA Crifical Arcus ChOcUst Doe/1-16-2001
garage
360 39'
sewer 160
PSI poly w/ tracer
T_ 1 run
pipe,, no splices
25'
0 0
00 0
fence —X—x
x
d/w
>
I
L
X — X
8'
U
cpe:51
ep
WL ends x 14'
near rocke 4->
r
y priop. >
P n
P P 9--i?
walkway 1 0— 1-
88th Ave W
CITY OF EDMONDS WATERLINE
AS —BUILT
ADDRESS
20031 88th Ave W
PERMIT
NUMBER
HOMEOWNER M andel
CONTRACTOR
DATE 7/31/2003
DRAWN
I BY J McConnell
NOTICE:
-o---w-a, -r-r a -y ... o . -a'
N'
The information . shown on the attached
map(s) was compiled for use by the CitY Of
Edmondsl its Employees and Consultants.
Th,.e City ofEdmonds does. not. warrant the
accuracy of anything set for.th on these
Map(s�. An . y person or entitY-requ(�sting a
cc)py should conduct an independent
inquiry regarding th*e inform-ation shown on
tF�� -Map(s), including, but not limited to,
the lotation of any sewer stub shown. Sucl-
sewer stubs may or may- not e.xist. and may
at the location shown.
or may not exist
Neither the City of Edmonds nor its
emp-1-o-yee-s Or offi-ce-rs -shal-1 be 1--ia-b-1--e for the
information given' on this map(5), nor for
any one representation provided based
upon*said map(s).
411C. 10"
PERMIT NO: 9756
City of Edmond's
PERMIT EXPIRES 1011--7-1ex
SIDE SEWER PERMIT f I .,
Address df Construction: 405:: UJ L11D #
Property Tax Account Parcel No.
Attach copies of all access and utility easementss--61-42-Verified and Approved b
Owner and/or Contractor: AINN AN
Contractor License cc L it
ail 15 1 Bu"'ildi
Single Family Jnvasion into City *Right -of Way: El Yes No.
Multi -Family (No.' of Units *RW'Constr . uction Permit mma
Commercial (No. of Units Cross other **Private Property: El Yes 1�f No
F� Public **Attach legal description and copy of recorded easement,
0�2
Ownedc"o
ntracwr 6
Owner or contractor signature and acknowledgement statement: Dke
-.-,By signing for this permit I certify that I have read the City's public -handout entitled
ide Sewer Specifications, and shall comply with all City re*quirements outlined therein.
01
V CALL DIAL -A -DIG (I -8004Z�f-,5555) BEFORE ANY EXCAVATION 2
W FOR INSPECTION CALL 425-771-0220 extensioW114-W
24 HOUR NOTICE REOUTRED FOR ALL INSPECTION REOUESTS
..................
..... ..... ... ...
FOR OFFICE USE ONLY
... .. ..... ... . . . ....
...... .. .. ..
Permit Fee $ —Repair Fee $ Issued By:
Trunk Charge $ 011_� Date Issuev
Asses,�ment Fee $ Receipt No:
City Permit Surcharge Fee JJ5.00 Total Fees Paid $
NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN
INSPECTOR ARRIVES A $45. RE -INSPECTION FEE WILL BE CHARGED.
Job Site Ready YES NO —Date: Initial:
Partial Inspection: Date: Initial:
I A Partial Inspection: Date: Initial:
FINAL INSPECTION APPROVED: Date: ILA Initial:— M-built to Street File:
t- PERMIT MUST BE POSTED.ON JOB SITEt,
White Copy: File Green Copy: Inspector Buff Copy: Applicant
L;temp;bldg,forms-,sspermitjlg4/00
garage
4//
PVC
2 .5'
31' 28'
co
22 16' 3' 6-y PVC
deep
stub for
co
future house
29'
4'
PVC
24' Co 2,
6.5'
22 6'
45j�
fence —X—X
16'
X
I
d/w
a
Qj U
> C
(4-
exist, 6` concrete/ 0i
_P
main, Connect
PVC
with Fernco,
88th Ave W
CITY OF EDMONDS SIDE SEWER AS -BUILT
ADDRESS
20031 88th
Ave W
PERMIT
NUMBER 9756
HOMEOWNER Manclet
CONTRACTOR
DATE 7/24/2003
DRAWN
J McConne(l
BY
APPLICATION
E)"TREff FILE for
TISO City of Edmonds SIDE SEVVIM PEM3=
REPAMS
NEW CONSTRUCnON []
V.&SEMENT No..
A-/ /� //- / v/
Owmm ....... D,,
.......................... coNTRAcTOR i�kA,,.,Y.wa--p.d .... S we,,t
!�i - PPAIMIT NO .....
ADDRESS ...... 2 ... 72 LEGAL DESCRIMON: LOT No . ................... (A
------------------------- - BLOCK No . ............................................
NAME OF ADDITION ..... 4A.4— ..... d.��
VWB2
ma-
NED
'. 1969
.&-pproved:
DA,TZ ..... ........ By .......
................. ...........................
77�7.
4/ �v
Alj
141) -
2 je
w-
6
0
CITY OF EDMONDS
CIVIC CENTER — WATER -SEWER DEPARTMENT Cali PROSPOct 6-1107 when wort
is ready for inspection. (No inspee.
SIDE SEWER PERMIT tions Saturday, Sunday or hoUdays.) N2 3362
ADDRESS ------------- ?9QU -------- A@:�4..Av!�Pue --- We-s-t
... ..... ..... .. ........................................................... .................................................................
O'"WER ................ D ...... T.0-n!�y
.................................... CONTRACTOR ------- �X!�.pwood Sewer Const.
Permission is granted ................. JUIY—�;� ......... 19-§� ... for ........................ d ys
with City Sewers in accordance a to REPAIR or CONNECT a side sewer
with application on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE No. 1—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.
No. 2--Obtain full Information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
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 intstreet must be water settled and surface of street restored to original condition. Contractors shall be responsible for
failure due o 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.
SCALE 1" = 20'
IMPERVIOUS SURFACE CALLS
PROPOSED BUILDING ROOF OUTLINE. 1,930 S.F.
PROPOSED PATIO: 12 S.F.
PROPOSED GARAGE (INCLUDED IN ROOF OUTLINE)
PROPOSED DRIVEWAY: 754 S.F. L,
PROPOSED PORCH: 172 S.F. (O-tf�;
0,0
7
HEIGHT CALCS
A= 121.7'
B= 122.8'
C= 123.9
D= 122.8
AVG. GRADE= 122.8'
+25.0'
MAKIMUM= 147.8'
4p N89*28'50'W
12 S. F. 83.11'
' x
CONC. PA 3
(4121.7'
I
PROPOSED RESIDENCE
122--L424 S.F. (IST FLOOR)
1, 1 ef -S.-P.-I (2ND FLOOR)
PROPOSED DECK
172 S.F.
L
@
(kP 122.8
LOT COVERAGE: 2,868 S.F. (30yo)
LOT AREA: 9309 S.F.
LOT SLOPE: 4Yo
TAX ACCOUNT PARCEL /
27041900209900
�i
Lu
APPROVED BY PLANNI'IV
� �Ll
-J - - - - - - -
204 S.F. ADDITIONAL
ASPHALT
PROPOSED
GARAGE
506 S.F.
123.9
el
4)fe'
A
"�&ONC. DRWY.
*550 S. F,
-4.
. . . . .. 4 4
A.
122.8.
C14
CC)
- 9
10
74
-4
r
00 — — — — — — — -- — — —
00 DATUM PT.
Cnv
TOP SS MANHOLE COVER
EL= 118.32
RECEIVED PLOT PLAN
LL-�61 17 2003 RON MANDEL
PERMIT COUNTER
LOT 1, EDMONDS SHORT PLAT AUDITOR'S FILE NO. 200306275002
SNOHOMISH COUNTY, WASHINGTON.
EX. HSE
ACCESS &,' UTIL. ESM f T
A \tc uj
OWNERICONTRACTOR IS RESPONSIBLE
FOR EROSON CONTROL AND DAMAGE
SCALE In = 20'
3,X4,
CONC. PAD N89*28'50"w
GUN ZID—N
c;- p
APPROVED AS NOTED
1 .
2 S - F
12 S.F. 83.11,
BY ENGINE RING
"A
Le tv4--
21.7' 122.8 Lu
1� 7
Data:
C4
[—GRADING CALCS
PROPOSED RESIDENCE
FFL 122.8
122-----_FF=122.8
t
AVERAGE GRADE 122,18-
1
CRAWL SPACE
LOWEST FOOTING
AVERAGE CUT
,----towsT70-077NG PROPOSED
ELEV= 119. 8 GARAGE
7.5'
506 S.F.
HOUSE INCL. OVERDIG 2,JJ2 S.F.
F7N. SLAB
PROPOSED DECK EL= 12 1.8
2, J32 S.F. x 3.0'-
172 S.F.
123.9
No
6,996 C.F.127
L -- ---- ---- --
@
122.8
WATER & SEWER
INSPECTIONS REQ'D.
=Ilq !&0
LOT COVERft&-4Z6,-jWl89FE.X7,3W�
F-L,= jx,o i 5 S.F-.a..'
U)
LOT AREA: -9309 S.F. Q
11204 SF ADDITIONAL
LOT SLOPE: 4Y.
A��HALT
T
10
TAX ACCOUNT PARCEL
EX. HS
2 7 0IRR9 3 Rk%q G H T L I N E
MATERIAL FOOTItO
INS NOT
SDR 35 TO'tE
ED INTO
SCH 40
DETENTIC
SYSTEM 10
N - 12
F81 0 HANCOR
A
gg9-27 IE 62.74'
ACCESS UTIL. ESWT
I A
19 ir -4
I copy I r
)o
Ir- - - - ---- I
--Q�DATUM PT
TOP SS IWANHOLE COVER
EL= 118.32 PL9"D
�Cz �� S 0 y R :,,.) Rl "
GR-A,.D.INN;G PLAN
DEC 17 2003 FEB - 3 200�. ''ANDEL
RON 1\4
PERMIT COUNTER PERMIT
COUNTER
11-1% 11 If) I 1�
LOT 1, EDMONDS SHORT PLAT AUDITOR'S FXE NO. 200306275002
Table 1 — Detention Pipe Sizes
Impermeable
Required
Area Sq. Ft
Vol Cu Ft
2000
50
2500
62
3000
75
3500
87
4000
100
4500
112
5000
125
Note: Allowable Pipe Materials:
Impermeable
Area So. Ft
2000
2500
3000
3500
4000
4500
5000
Pipe Dia meter
15,
18 240.
300
40
28 16
10
50
35 20
13
60
42 24
15 Required pipe
70
1ength In feet
80
56 32
90
63 36
100
70 40
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
7/8
8 8
7/8
Table 3 — Rectangular Catch Basin Requirements
Detention
Max. size
Catch Basin
pipe diameter
knockout
Type
< 188
T el C
1 8N to 24,
1 CB 16
4%
24- to 36-
360-
a
�l D
f Oa
364 to 420.
424
Type 11, s i�n)
*Source: Assoc. Sand & Gravel Co. Standards
5
Revised 3/16/95
STANDARD DRAINAGEDETENTION SYSTEM
WnRX-,ql4FFT
(Copy
(LIT,
OWNER rn P,*zeL,_ CALC BY: Re&� MAPil) IF L_
"DRM0?0&3, A LE OJ"
DATE:
"'DESIGN DATA*****
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
I
L
j 118
FROM CONTROL CD
NTENTION PIPE LENGTH LOCKING LID
TYPICAL)
(TYPICAL)
FINISHED
H I N :N"M
TI AiEA%8Yf&% Cr
TIMM
Coe 2
3X TO CDC 20 OR RISER
.3X TO IX SLOPE
OUTLET
T CONTROL
UPPER CATCH BASIN ORIFICE
CONTROL CATCH BASIN
SYSTEM CROSS SECTION
E'XrXG'.DEEP, 4-6- $PALLS OR EGUAL
I2'X 2'X 3' DEEP...3/4' CRUSHED ROCK
L&&
I
PRJ§MTML
XPAOLP OuTur ACEFAELKIV WMAHMN0141M
RUNOFF SPREADER. TRENCH
FOOTING DR"NS SHALL NOT -BE CONNECTED 719 DETENTION S=M
NOTES:
1. Call Engineering Division (771-MO) for a tighdine and detention system inspection J A
before backfilling and for find mspections. "PROVED BY
2, Responsibility for opmtion and maintenance of drainage systems on private property is the NIV I
ibility of the property owner. h(aterial accumulated in the -storage pipe must be flushedl 1,004
respond
out and removed from the catch basins to allow proper operatiom Ile outletcontrol orifice DATE
must be kept open at all times. . I
Permit No: 1,003
City of Edmohds
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date:
A. Address or Vicinity of Construction:
kV
B. Type of Work (be specific): a&IK" k1F
.1,0) (�ZE_216M telo& J2 C47�4 kw�
JL.0
C.
Contractor-i D14VII
�dda Contacc,
Mailing Address:
V,044"e ou� I�ioTne'�
.,,.�_'State
License #: 4f COM
43J"Oft Liability
Insurance: 1�&hd: $
Building Permit # (if applicable):
Side Sewer
Permit A(if;applicable):
AL
E.
F1 Commercial
EJ Subdivis'ibh`�l -E]!kCity Project
EUC(PUD,VERIZOii,PSE,ATAT,OVWD)4
F! Multi -Family
Sing!'e Famity El Other
&4).
fNSPECTOIZ;"
F. PAVEMENT CUT: El YES El NO G. SIZE OF CUT x
CONCRETE CUT: El YES. El NO
AII)LICANTTO IMAI) ANI) SIGN
INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless ftom
'injuries, damages or claims of any kind or description,whatsoever, foreseen or unforeseenifthtikmify��6elAa'd�' against the City of
Edmonds or any of its departments or employees, including but not limited to the defense 4 any legal proceedings including defense
costs and attorneyfees by reason ofgranting this permit.
THE CONTRACTOR.JS RESPONSIBLE FOR WORKMANSHIP AND.MATERIALS FOR A PERIOD OF ONE YEAR FOLL097NG THE FINAL
INSPECTION I ANDr-ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES HILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BYCIfY-FORCES, AT WHICHTIMEA DEBITOk CREDIT 97LLBEPROCESSED FORISSUANCE TO THEAPPLIC,4NT.
Traffic control and public saf�tyshall be in accordance with City regulations as required by the . City Engineer. Every,
flagger must %e trained as required by (WAC) 296-15,5-305 and m.ust have certification verifying completion of the
required training in their possession.
'."-Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City -
approved material prior to the end of the workday — NO EXCEPTIONS.
Three sets of construction drawings of proposed work are required with the permit application.
k,
'CALL DIA�L-A-DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
I HA VE READ THE ABO VE STA TEA�ENIS AND UNDERSTAND THE PERMIT REQUIREMENTS AND A CKNO WLEDGE
THAT I MUST MA�KETUEfflN CO Y OF� THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS,
P
Signature:
k
(Contractor or Agent)
Date:
FOR CITY USE ONLY 4*ww., I'moto
Approved by:. Right-of-way Fee:
Time Authorized: Void After Disruption Fee/Fund 111:
Special Conditions: Restoration Fee:
f1i i>r0s - 4�11 Total Fee: "6mkp
ReceiptNo:
<;�kW 414am 4)ff /22 '06 Issued by: A--e;1
I - - -_ , , k11 ep (teot
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER. CHAPTE 0 OF THE EDMONDS
-87
a A4 -0
COMMUNITY DEVELOPMENT COD re,42 Ext. 132
DAT
FINAL APPROVAL OF PERMITTED WORK. ;�,n0220 E:
ector's Signature
For inspection requirements see Engineering Inspection Information handout.
FND. CONC. MON. I
VISITED 10-200�L 200
Lr;
L
(c)
all
(30
30.00'
FND. CONC. MON.
VISITED 10-2001
NO TE:
BUILDING SETBACKS DO NOT VEST
200THSTREETS.W
HOLD HA- RMLESS A 6R. E EM EN T.'
OWNER, AND ALL PERSONS HAVING ANY PRESENT OR SUBSEQUENT OWNERSHIP INTEREST IN THESE LANDS,
AND THE SUCCESSORS AND ASSIGNS OF OWNERS OR OTHER PARTIES HAVING ANY SAID INTEREST, HEREBY
AGREE THAT THE CITY OF EDMONDS SHALL BE HELD HARMLESS IN ALL RESPECTS FROM ANY AND ALL CLAIMS
FOR DAMAGES FOR � INJUNCTIVE RELIEF WHICH MAY BE OCCASIONED NOW OR IN THE FUTURE TO ADJACENT
LAND OR IMPROVEMENTS BY REASON OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE
DRAINAGE SYSTEM AND HEREBY WAIVE AND RELEASE THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS
FOR DAMAGES, EXCLUDING DAMAGE CAUSED SOLELY BY AN ACT OR OMISSION OF SAID CITY AND INJUNCTIVE
RELIEF WHICH THE OWNERS, OR THEIR SUCCESSORS OR ASSIGNS, MAY THEMSELVES HAVE NOW OR IN THE
FUTURE BY REASON OF THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID DRAINAGE SYSTEM.
CONDITTIONS:
1. COMPLIANCE WITH ALL OF THE CONDITIONS OF APPROVAL FOUND IN THE FINAL APPROVAL OF THE
SHORT SUBDIVISION AND THE ATTACHMENTS THERETO. A COPY OF SAID DOCUMENT IS LOCATED IN
FILE -------------- IN THE OFFICE OF THE C17Y OF EDMONDS PLANNING DIVISION.
SURVjEYOR'S CERTIFICATE:
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE
BY ME OR UNDER MY DIRECTION IN CONFORMANCE
WITH THE SURVEY RECORDING ACT AT THE REQUEST
or RON MANDEL
ON -2-,�YD-3
)a
SLG�fk7fU F E DATt
CERTIFICATE NUMDER J0442
---------- --- RECORDING CERTIfICATE,
WA FILED FOR RECORD THIS DAY OF
2 O-P-' :t A T 1 &'-;5 �P- ? --I
UNDER RECORDING NUMBER
AT THE REQUEST OF
30 RANAGERIAUDITOR
�!L L SUPT. OF RECORDS EPUTY AUDITOR
X RES 2/L5/04 DoD D D
RECOROING NO.VIBER
.................
SHORT SUBDIVISION
FOR
v�on Mandelf
S. E. 1/4.9- N.W. 114., SEC. 19., TWP. 27 N., RGE. 4 E.9 W.M.
CITY OF EDMONDS
COUNTY OF SNOHOMISH, STATE OF WASHINGTON
BA,515 OF BEARTNO:
SHORT PLAT NO. SP217(5-79) RECORDED
UNDER RECORDING NO. 8002260270, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
LEGAL DESCRIP -110N:
PARCEL A:
THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST
QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP
27 NORTH, RANGE 4 EAST, W.M.
EXCEPT THE NORTH 200 FEET THEREOF.
PARCEL B:
THE SOUTH 20 FEET OF THE WEST HALF OF THE NORTI-i'VEST QURTER
OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE
NORTHWEST QUARTER.
EXCEPT THE WEST 30 FEET THEREOF IN SECTION 19, TOVINSHIP 27
NORTH, RANGE 4 EAST, W.M.
PARCEL C:
THE SOUTH 20 FEET OF THE NORTH 200 FEET OF THE �'/EST HALF OF
THE EAST HALF OF THE NORTH HALF OF THE WEST HAI- F OF THE
SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, SE.' T-10N 19, TOWNSHIP
27, RANGE 4 EAST, W.M., SNOHOMISH COUNTY� WASHIN6_1*0N.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASP!NGTON
TEI Q1
I.F.M. INDUST.,',', INC.
(Professionol Lond Surveying c9d Plonning)
2026 Madison stre-L, Suite C
Everett, WA 9820,13
Tel: 4 - 2 5. B 9 5 0
Fax: 425. "..6859
empffl: rafm.hidLm�,f,,--' ,-�Vverizon."-(.'t
DED.TCA 770N:
KNOW ALL MEN BY THESE PRESENTS THAT RON AND KARLA MANDEL
THE OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED
HEREBY DECLARE THIS PLAT AND DEDICATE TO
THE USE OF THE PUBLIC FOREVER ALL STREET, AVENUES, PLACES AND
SEWER EASEMENTS OR WHATEVER PUBLIC PROPERTY THERE IS SHOWN
ON THE PLAT AND THE USE FOR ANY AND ALL PUBLIC PURPOSES NOT
INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES.
ALSO, THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS
UPON LOTS, BLOCKS, TRACTS, ETC. SHOWN ON THIS PLAT IN THE
REASONABLE ORIGINAL GRADING OF ALL STREETS, AVENUES, PLACES, STORM
DRAIN EASEMENTS, ETC. SHOWN HEREON. ALSO, THE RIGHT TO DRAIN ALL
STREETS OVER AND ACROSS ANY LOT OR LOTS WHERE WATER MIGHT TAKE A
NATURAL COURSE AFTER THE STREET OR STREETS ARE GRADED. ALSO, ALL
CLAIMS FOR DAMAGE AGAINST ANY GOVERNMENTAL AUTHOR17Y ARE
WAIVED WHICH MAY BE OCCASIONED TO THE ADJACENT LAND BY THE
ESTABLISHED CONSTRUCTION, DRAINAGE, AND MAINTENANCE OF SAID
ROADS.
FOLLOWING ORIGINAL REASONABLE GRADING OF ROADS AND WAYS
HEREON, NO DRAINAGE WATERS ON ANY LOT OR LOTS SHALL BE
DIVERTED OR BLOCKED FROM THEIR NATURAL COURSE SO AS TO
DISCHARGE UPON ANY PUBLIC ROAD RIGHT-OF-WAY TO HAMPER
PROPER ROAD DRAINAGE THE OWNER OF ANY LOT OR LOTS, PRIOR TO
MAKING ANY ALTERATION IN THE DRAINAGE SYSTEM AFTER THE
RECORDING OF THE PLAT, MUST MAKE APPLICATION TO AND RECEIVE
APPROVAL FROM THE DIRECTOR OF THE DEPARTMENT OF PUBLIC WORKS
FOR SAID ALTERATION. ANY ENCLOSING OF DRAINAGE WATER IN
CULVERTS OR DRAINS OR REROUTING THEREOF ACROSS ANY LOT As MAY
BE UNDERTAKEN BY OR FOR THE OWNER OF ANY LOT SHALL
BE DONE BY AND AT THE EXPENSE OF SUCH OWNER.
AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ALL UTILITIES
SERVING SUBJECT PLAT AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS,
UNDER AND UPON THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING
THE STREET FRONTAGE OF ALL LOTS, TRACTS AND COMMON AREAS
IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN
UNDERGROUND CONDUITS, CABLES, PIPE AND WIRES WITH NECESSARY FACILITIES
AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND
OTHER PROPER7Y WITH ELECTRIC, TELEPHONE, GAS, TELEVISION CABLE AND OTHER
UTILITY SERVICES TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS, TRACTS &
COMMON AREAS AT ALL TIMES -FOR IHE-PURPOSES-FIEREIN-STATED.----- ---- -
DRAINAGE EASEMENTS DESIGNATED ON THE PLAT ARE HEREBY RESERVED FOR
AND.GRANTED TO THE CITY OF EDMONDS, EXCEPT THOSE DESIGNATED ON THE
PLAT AS PRIVATE EASEMENTS, TOGETHER WITH THE RIGHT OF INGRESS, EGRESS
AND THE RIGHT TO EXCAVATE, CONSTRUCT, OPERATE, MAINTAIN, REPAIR ANDIOR
REBUILD AN ENCLOSED OR OPEN CHANNEL STORM WATER CONVEYANCE SYSTEM
ANDIOR OTHER DRAINAGE FACILITIES, UNDER, UPON OR THROUGH THE DRAINAGE
EASEMENT.
MAINTENANCE OF THE PROPOSED JOINT DRIVEWAY SHALL BE EQUAL AND
JOINT BETWEEN LOTS ONE AND TWO.
REPARATION OF SAID JOINT DRIVEWAY SHALL BE THE SOLE RESPONSIBILITY
OF T14E OFFENDING PARTY. REPARATION SHALL CONSIST OF A FULL
ASPHALT OVERLAY FOR THE LENGTH OF THE AFFECTED AREA. PATCHING
IS NOT PERMITTED.
IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS THIS
v-
DAY OF 200-
pq J,�6h�—
s�-fotfo- or- tv'?14'�fu?
A PPR 0 VA L S:
APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS
ENGINE�RING DIVISION BY
A - z - -
oelf '�
le - , THIS DAY OF '-4`5 2010:5
APPROVED AND AUTHORIZED FOR RECORDING BY THE C17Y OF EDMONDS
PLANNING DI?VION BY
THIS DAY OF7&'4 C— 20jgA.
'5 bb-
D1 D-
A. F.
S.E. 114, N.W. 114, SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
SHORT SUBDIVISION
FOR
RON MANDEL
DRAWN BY: DATE: JOB NO: SCALE:
W. R. P. 06123103 2001-007
FIELD BOOK: SHEETIOF.
CHECKED BY. SURVEY CREW:
D. G. W. Jr. A. F..,V. I N D., I N C. A f-iki 027
RF-"C:SIVSD
J- 6 2003
CoUNTER