20029 88TH AVE W.PDFIIIIIIIIIIII
8451
20029 88TH AVE W
a Y-1
TAX ACCOUNT/PARCEL
BUILDING PERMIT (NE)h
COVENANTS (RECORDED)
� �-Iwll— c0<5
CRITICAL AREAS
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DA
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
DETERMINATION: E] Conditional Waiver F] Study Require ��Waiver
SEWER LED FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #: %14
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED: S 1,�j
OTHER:
LATEMPTST'sTorms\Street File Checklist.doc
STA,
4 "WW""
7 N 'GE, J..--�; YSTEM
�zt� rnPtw,Ne_8T4R,,,,EET IF,
OWNM HCEALCRY: R6N M-awoDEL
ADDMS PHONE:
bATE:
'"DESIGN DATA*****
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
FINISHED G] L_ DeTENTION PIPE LENGTH
r&L MINIMIUMM
T
:.: L
TIGHTL
.5X TO 1% SLOPE
UPPER CATCH BASIN
6 N R&NC6
*A? URL%E �R , or
CONC BOX OR RISER
----TO OUTLET
OUTLET CONTROL
MIN.
CONTROL CATCH BASIN
SYSTEM CROSS SECTION
2'X2'X6'.DEEP, 4-6- SPALLS OR EGUAL
FROM CONTROL CD 2'X 2'X 3' DEEP.03/4' CRUSHED ROCK ADE
FROM CONTROL OUTLE
ROCK
'�OUTFLOW TRENC miN i(r LdHM
1. PERF PIPE TO B1 LEVEL
ERF PIPE W/ END CAPS
�,�'\T N
OJH BMALLCLIX
R MEMNU WITH M Ar
WASHE�R
AIPAAP OUTLEF PR5 T PLA DRAIN ROCK
RUNOFF SPREADER. TRENCH
FOOTING DRAINS $HALL NOT -BE CONNECTED 70 DETENTION SYSTEM
NOTES.-
1. Call Engineering Division (771-0220) for a tightline and detention system inspection'
before backfilling and for final inspections.
APPROVED BY
2. Responsibility for operation and maintenance of drainage systems on private property is the
responsibility of the property owner. Material accumulated in the -storage pipe must be flushed
out and removed from the catch basins to allow proper operation. The outlet control orifice DATE
rmitt )%A- Irp.nt rw�n at all t;mi%.e I
Table 1 — Detention Pipe Sizes
Impermeable
Required
Area Sq. Ft.
Vol Cu Ft
2000
50
2500
62
3000
75
3500
87
4000
100
4500
112
5000
125
Note: Allowable Pipe Materials:
Impermeable
Area So. Ft.
2000
2500
3000
3500
4000
4500
5000
Pipe Diameter
0
15" 184, 24. 30"
40 28 16
10
50 35 20
13
60 42 24
15 Required pipe
70 -49 128
--length In feet
80 56 32
(21-)
90 63 36
?p
100 70 40
25
Reinforced Concrete
Aluminized Steel
Aluminum
CMP Asphalt Coated
N — 12 ADS (Not permitted on roads)
Table 2 — Outlet Orifice Sizes
Outlet Orifice Diameter (Inches)
5/8
.5/8
4 3
7/8
8
7/8
ITable 3 — Rectangular Catch. Basin Requirements I
Detention
Max. size
Catch Basin
pipe diameter
knockout
Type
< 180
T el Q
188 to 240
le IL CQ 16
241 to 36:
360-
X I 1349-49-(4V a
36' to 42
420
Type 11, asin)
*Source: Assoc. Sand & Gravel Co. Standards
5
�Revised 3/16/95
�7A
PLANNING DATA
NAME: _M0,YtOta DATE: 2- -3-Oq
SITE ADDRESS: 2-00?4 - 5353-4-A AV VY PLAN CHK#:e::93-
PROJECT DESCRIPTION: tj e,"t
REDUCED SITE PLAN PROVIDED?rr on
::!$ 1 No)
MAP PAGE: CORNER LOT: FLAG LOT<§j)�No
ZONING: CRITICAL AREAS DETERMINATION #: 0 _I-
U Studv Reauired:
;O�Wajver
U Conditional Waiver
SEPA DETERMINATION:
U Fee
U Checklist
L) Apo list w/ notarized form
,�UNeeded for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound . or Lake Ballinger)
empt /L"�� cylts
SETBACKS:
Reaulred Setbacks:
Street: -1, 6 Left Side: '7.!5- Right Side: -1. 5 Rear: 7. f7
Actual Setbacks:
Street: N Left Side: -7.5 Right Side: 10.9 Rear: '7..t2:
Street map chocked for additional setback required? (Yes No DRA)
DETAC ED STRUCTURES:
R ERIES:
L3 NC /TRELLISES:
B y
AY WIN WS / PROJECTING MODULATION:
S T I S . I
TAIRS I DECKS:
PARKING: Required: Actual:
LOT AREA: 4L'r-e-4L' apr-4t(
LOT CO ERAGE'
Calculations: 1912-q -4- 1-72- 5-V& Q:: 25-3�yo
BUILDING HEIGHT:
DatumPoint:-,Ss YYW'eVh.0 14- _cove Datum Elevation:
— 7
Maximum Allowed: ILI 1, 53 ActualHeight: 2-H-5714174'
A.D.U. CREATED?: (No / Yes)
SUBDIVISION:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes / No
OTHER: M IAS+ I h CA 6hi kTL4-LEA.--� I b�n h-V 4:�A(C'
F6 D � F'- --?- I - a. 0 ---5 . -T I . 10. 0 q0 . 1.!j'0. IZ5-6? S-0 vVillarift
'q Co- 4w'e.� gm kn ejA- QI ' Pnoahe -SQ *7ff r-;-- Lj r,-- W--
' —7$ v5ssu e, 9,L-
Plan Review Bir A:f--::� PC41�A-^
NewBPP1anningDataFornLD0C
RE:CFyV.5D
I)FC 6 20
E U C
FOok",
.4 coordinated udlity =v&vmmmt wh ........
lchm=im&esjoloctutilioploppDrmifialoiwovidepoliVt *
..................... ........... 2pifla� -d ofE"on&
....................................... ....
YOU WILL BE GIVEN A CONFIRMATION NUMBER BY EACH
UTILITY ONCE YOU HAVE INFORMEDTHEM OF YOUR PROJECT.
REAM[%
Fich Afdem — 425-670-3208
PUD - 000 (4 2-CG I
You will need to provi dc PUD with 8 site plan and a cow pleted New Service
Questionnaire.
PUGET
SOUND
ENERGY
", �16 �
Doug UsitaJo
Or New Customer Consvur
,tion
Department. 1-888-321-7779
VERIZON NW
#
Ouk) '710-4116
You will need to provide Verizon, with the location of your project, total Line
requirement, mad the date In which nryict b required.
AT&T
BROADBAND
# 0
F-sa, Patterson
� 4'� - � � I - 0� 21
"No
J
ae-p
Steve Dunphy You will need to provide OVWSD with the surveY map of your site and
for =vomers in olynTle view Service Afts complete a development inrormatiom form.
THIS FORM MUST HE CdMPLETED AND GIVEN TO DEVELOPM[ENT
SERVICES STAFF AT THE TIME OF PERMIT SUBMITTAL
�O N AAat-�,cUj
Toe OVLOPPL 'Ial 0:00 TO/LZ/CO
V--5-13 -0.1 4�501 -so-r'JIsnpul W"=I,V �- 017LOtVL LL to/92:/Ic pa^x�au I
0
City of Edmonds
Development Services Department
Planning Division *
Phone: 425.771.0220
Fax: 425.771.0221
DATEDRECEIAM:
CITYRECEIPT#:
Critical Areas File#:— L20ol-0036
Critical Areas Checklist Fee: $45.00
DATE MAILED TO APPLICANT:. 3-22 -Zkoo
CRITICAL AREAS CHECKLIST
The Critical Areas Checklist 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/or 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, aind 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 in conjunction with this Checklist to
assistant staff in completing their preliminary
assessment of the site.
I 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).
PLEASE PRINT CLEARLY
Owner/Applicant:
R6
Name
-0;20(n3f
Street Address
City State Zip
Telephone:,a�, 2,24 32-log
Date: 3Z z ZO-/
Applicant Representative:
Name
Street Address
City
Telephone:
Signature
State
Date:
Zip
G:%hare\Library\Planning\Foms\Public Handouts\ Critical Areas Checklist Doc/1-16-2001
tritical Areas Checklist 0 CA File No: U() 1 -316
Site Information (soils/ topography/ hydrology/ vegetation)
1. Site Address/ Location: 6'�60,31
2. Property Tax Account Number
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? X yes; _ no.
If yes; how is site developed? G_
5. 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 1.5% (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: — ; Approx. Depth:
7. Site contains areas of seasonal standing water: _; Approx. Depth:
What season(s) of the year?
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 ;shrubs mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site:
G:\Share\Librvxy\Planning\Forms\Public Handouts\ Critical Areas Checklist Doc/1-16-2001
NOTICE:
-o***w'a-r,ran_j
N he attached
The -information shown on t
map(s) was com.piled for use by the CitY Of
Edmonds/ its Employees and Consultants.
Th,.e City of **Edmonds does. not. warrant the
hing set forth on these
accuracy of anyt
map(s�. An . y person or entity
c hould conduct an -independent
OPY S -ation shown on
inquiry regarding th-e inform
�t -map(s)/ Including, but not Hmited to,
the lociation of any sew-er stub shown. Suc
sewer stubs may or may, not e.xist. and may
or may not exist at the location shown
Neither the City of Edmo-nds nor its
empl-o-yee*s o*r office-rs -shall be 1-Jabl-e for the
information giVen on this map(5), nor for
any one representation provided based
upon said map(s).
Wi�M
E
Li
i as
*s
EXIST,
HOUSE
DRIVE WAY
;4
EXIST,
HOUSE
CITY OF EDMONDS WATERLINE AS —BUILT
oo�
6 ADDRESS HOMEOWNER
20029 - 88th Avenue West Ron Mandell
CONTRACTOR SCALE
NTS
DATE DRAWN WATERLINE
3-8-2004 iBY K, Haney NO. 2004-0111
,1,7c. 10"
0
0,
City of Edmonds PERMIT NO: 9848
PERMIT EXPIRE
SIDE SEWER PERMIT
Address of Construction: I+V 6- — 0LI1D #
Property Tax Account Parcel No. 21 -/C 41 q (�:c 2- () 917 C 0
Attach copies of all access and utility easements0i dk 01Mri.fied and Approved by
(_/_Vw_ndr aZd7
or Contractor: Ra
Contractor License Building Permit
Single Family Invasion into City *Right -of Way: El Yes ",&o
D multi -Family (No. of Units *RW Construction Permit
Commercial (No. of Units Cross other **Priv�ate Property s No
F1 Public **Attach legal description and cop W e�knofl
c rle M
Z6�L
Owner or contractor signature and acknowledgement statement: �Dd 7
By signing for this permit I certify that I have read the City's public handout entitled
-Side Sewer Specifications, and shall comply with all City requirements outlined therein.
*2 CALL , DIA,L-A-DIG (1-800-441".5555) BEFORE,ANY EXCAVATION W
W FOR INSPECTION CALL. 42-5-771-0220 extension
24 HOUR NOTICE REOUIRED FOR ALL INSPECTION REOUESTS
. ...... . .. ... .
.. ... .....
FOR OFFICE USE ONLY
Permit Fee$ n —Repair Fee$ Issued By:
Tru nk Ch arge $ Date Issued:
Astessment-Feel Receipt No:
City Permit Surcharge Fee. _tuo I Total Fees Paid $ —7 7
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:A/ofof Initial: Jf�
Partial Inspection: Date: Initial:
FINAL INSPECTION APPROVED: Date: 15//2./(g 4—lnitial-_ As -built to Street 'File:
t� PERMIT MUST BE: POSTED ON JOB SITE t�
White Copy: File Green Copy: Inspector Buff Copy: Applicant
L;temp;bldg,forms,sspertnitjlg4/00
EXIST,
HOUSE
<I
co
03
EXIST,
HOUSE
F-li
w
u
z
w
Ll-
Q2
—X FENCE X
TEE W/FERNCO 1.5' --20
@ EACH EN L
9.5' -1
E.D*
0
X
6' MAIN
BEND
e 4. 5' DEEP
EXIST.
HOUSE
7' AMPHOLE COVER
C/O @7' DEEP
)--45* BEND I
@ 7.5' DEEP
ss
14'J
/0 6' DEEP
FENCE X—
CITY OF EDMONDS SIDE SEWER AS- BUILT
ADDRESS: PERMIT
20029 88TH AVE W NO: 9848
CONTRACTOR: HOMEOWNER: SCALE:
UNKNOWN I RON MANDEL I NTS
)ATE INSPECTED INSPECTED BY: DATE DRAWN: DRAWN BY:
5/12/04 1 J. HAWKINS 1 7/28/06 J. BRONDER
'ATE RE C;Er�b
-PERMIT
o=r;-
EXPIRE
Is
'CITY
USE 2e PERMIT
ZONE
OF EDMONDS
NUMBER
CONSTRUCTION PERMIT APPLICATION
JOB SUITE/APT#
ADDRESS
OWNE&PfAME/NAME,OF BUSINESS
PLAT NAME/SUSDI`VISION tj0_
^1111,Ik
LOT NOIj
I
LID NO.
MAILING ADDRESS
e C:5q
LID FEE III
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approved
RW Perna Raw'
Sweet Use Pemll RKrd
Ilerry ZIP I
TELEPHONE
EXISTING — PROPOSED
hupection RatiLdred
Sidewalk Required
Ew 4-y" S 4TW4
REQUIRED DEDICATION Fr
underground
villno mptired
NAME
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV EQUIRED
'�W'
"
I
NO E3
YESIV
HITC6
AQC 7—
I
ADDRESS
f
REMARks
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
z
CITY,,_ ZIP
TELEPHO"
Ile
IF 01
09.4e 'R , 4y
-50
z
V" -Vf.%M "TO 14 tAll Of -Mt. Sm
Imic - M
�0% -- &.r94f--r% I ejWfij
1=
NAME
CBL#
-As -ft- —
eg
ADIDnW
NGINEERING REVIEWED BY
DATE
.4 1-
FIRE REVIEWED BY DATE
W1
CITY ZIP
TELEPHONE
EW
VARIANCE OR
NE OR ADS#
REOLDe
BOND
POSTED
STATE LICENSE NUMBER EXPIRATION DATE
CHECqWY
13YESKIJQ $
$EPA REVIE W
SIGN AREA
HEIGHT
P R O�P �TA) M(O
PARCEL NO.
/\f--N
rv-N -0-2
COMPLETE
EXEMPT
ALLOWED
PROPOSED
ALLOWED
PROPOSED
9
C) q
UU LA-d
EXP I
,
NEW
RESIDENTIAL
PLUMBING MECH
LOT COVERAGE
ALLOWED PROPOSED
REQUIRED SETBACKS (Fr.)
FRONT SIDE REAR
PROPOSED SETBACKS (FT)
FRONT L/RSIDE REAR
ADDITION
COMMERCIAL
COMPLIANCE OR
0
��5yloo -Yn
-7 5*011 Slde�
70 PVie, A
CHANGE OF USE
-
REMODEL-.
MULTIFAMILY
SIGN
REO`D PROVIDED
LOT AREA
PLANNING REVIEWED BY bATE
GRA�&G o FENCE
REPAIR' CYDS X_FT)
f.
..!, , I
o OTHER
DEMOLISH TANK
jTjyRK1
C
e leym W111101 re4qse_1-1;F^jgpjjeq#i+-
MSheip -tv mel
G I ARAGE RETAINING WALL FIRE SPRINKLER
CARPORT ROCKERY E] FIRE ALARM
Chi ph 14 614 e-4—J'Afln SAde,.
of Ir_5fA% 4e,
UWE OF USE. BUSINES& OR ACTIVIM EXPLAIN:
XPCE7
CHEQKED BY
0
TYP 0 rAINSTRUCTION
OCCUPANT10
GR?UP
NUMBER
OF".
NUMBER. OF
DWELLING
CRITICAL
AREAS 1_ 7Cew,
Q
-SPECIAL INSPECT19N. JAREA
STORIES,�
UNITS
NUMBE ��
REQUIRED J
DE§FPIBE WORK TO BE DONE
REMARKS
PROGRESS I PkCti ER'd&1 Xk&INSPECTION RECVD
N
^ASA Qi*l L
VALUATION
s
DescriptIon
FEE
Description
FEE
akcheck
State Surcharge
HfAT SOUSCE
LAZIN %
G
r LOT
Building Permit
7qo?q
City Surcharge
6- A
PLAN CHECK NO:
VESTED DATE
Plumbing
baa
Mechanical
THIS OEmrr AuTHoRms ONLYTHE WORK No=.. THIS PERMrF COVERS WORKTO
t:
X
BE DONE ON PRIVATE PROPERTY ONLX ANY CONSTRUCnON ON THE PILIBILIC
Grading
Iq
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MAMIQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION
Engr. Review
PERM11TAPPLICATION: ISODAYS
IL
PERMd!LIMrr I YEAR - PROVIDED WORK IS STARTED WITHIN ISO DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
Engr. Inspection ;;w
'APPLICANT, ON BEHALF OF HIS OR,HER SPOUSE. HEIRS, ASSIGNS AND SUCCESORS
Fire Review
Plan Chk. Deposit
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARML.ESS THE CITY OF
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES. AND AGENTS FROM ANY AND
Fire Inspedion
Receipt #
?B
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE, ANY REQUIREMENT OF ANY CITY, ORDINANCE
Landscapoinsp.
Total Amt. Due
0
NOR. LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION. -
Recording Fee
Receipt #
I'HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
'APPLICATIONAPP-1-
GIVEN. IS CORRIE" AND.THAT I AM THE OWNER, OR THE DULY AUTIHORIZED AGENT OF
-THE OWNER... I AGREE TO COMPLY WITH Cr
2AND STATE LAWS REGULATING CONSTRUC-
CALL
This application Is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZE THEREBY. NO PERSON WILL BE EMPLOYED
Building Official or his/her Deputy: and Foes are paid. and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING T
FOR INSPECTIO
receipt Is acknowledged In space provided.
WORKMEWS COMPENSATION INSURANCE AND RCW 18.27.
SIGNATU K (OMER OR AGE"
NA:r,
DATE SIG D/
71
(425
OFFIC 8 NATURE DATEI
2
ATE
....',AffENTION
IT IS UNLAWFUL TO USE OR OCCUPY A, BUILDING OR STRUCTURE UN
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI.
CATE OF OCCUPANCY HAS BEEN GRANTED.. UBC SECTION 109
OR
ORIGINAL - FILE YELLOW-INEPE40R
7 PI
PINK - OOV�M= GOLD - ASSESSOR
04/02 GREEN�ACCOUNTING
PRESS HARD, YQU ARE MAKING 5 COPIES
SCALE 1 20'
IMPERVIOUS SURFACE CALCS
PROPOSED BUILDING ROOF OUTLINE. 1,930 S.F.
PROPOSED PATIO: 12 S.F.
PROPOSED r.4RAGE (INCLUDED IN ROOF OUTLINE)
PROPOSED DRIVEWAY. 754 S.F.
PROPOSED PORCH: 172 S.F.
HEIGHT CALCS
A= 121.7'
B= 122.8'
C= 123.9
D= 122.8
AVG. GRADE= 122.8'
+25.0'
MAXIMUM= 147.8'
75
A&vaP, KT (p
LOT COVERAGE: 2,868 S.F. (JOY*)
LOT AREA: 9309 S.F.
LOT SLOPE: 4%
3x4'-
CONC. PAD
12 S.F.
N8972850V
83.11,
GV21.7'
PROPOSED RESIDENCE
122--L424 S.F. (1ST FLOOR)
1, 1 gi-S.-F.7 (2ND FLOOR)
PROPOSED DECK
172 S.F.
i I I I I
L- — — — — — — — — — — — — — — — —
C�N @
122.8
.ol
0r)
1204 S.F. ADDITIONAL
ASPHALT
PROPOSED
GARAGE
506 S.F.
123.9
QNC. DRWY.
i 55Q S. F.A.
- 4 ''o - -
122.8
EX. HSE
TAX ACCOUNT PARCEL
EX. HSE
TAX ACCOUNT PARCEL
27041900209900 lok I/
APPRoVEI) By PLANNlir3
A
S19-27 "E 62.74
uj
_UTll/LL..ESM
,,��AALC�,LCIEZSIS&aj"
A
r
00
O�DATUM PT.
OEM
KEETTE
TOP SS MANHOLE COVER
EL = 118.32
RECEIVED
PLOT; PLAN
UL-L'T" 17 2003
RON MANDEL
PERMIT COUNTER
Q"U-b*_6�f LOT 1,
EDMONDS SHORT PLAT AUDITOR'S FILE NO. 200JO6275002
SNOHOMISH COUNTY, WASHINGTON.
SCALE
AP14GA AS NOTED
BY ENGINEERING
=-Al , 0 PA
Date:....-- Q4 La /0,4
F—GRADING
FFL 122.8
AVERAGE GR4DE 122,8.
LOWEST FOOTING 119.8
AVERAGE CUT 3
7.5
HOUSE INCL. OVERDIG = 2,332 S.F.
2,332 S.F x J. 0'--
6,996 C.F.127
WATER & SEWER
INSPECTIONS REQ'D.
CALL 425-771-0220 EXT. 1326
LOT COVERAGE: 2,868 S.F. (30Yo)
LOT AREA: 9309 S.F.
LOT SLOPE: 4X
TAX ACCOUNT PARCEL
27041900209900
ACCEPTABLE 'f iGHTLINE
MATERIAL
SDR 35
SCH 40
N - 12
0,�E 0 HA COR
rhel
aw
c;
0VVN'ER/CONTRAQ&R IS RE-SPONSI SLE
FC.'36 E R C 0 IN 0 (mlwp 9 r
AMU? DAVIAPE
3,X4, -
CONC. PAD
12 S.F.
21.7'
----------
N89'28'50'W
83.11'
PROPOSED RESIDENCE
122 - - 122.8
-FF=
7
CRAWL SAKCE
----t0WE3T-4e0O77NG
p
0:
r ;R OSED
ELEV= 119.8
GE
0 S F
6
PROPOSM DECK
172 &F
L
122 .8
SL= I jq Of
fit
F—L't R
/204.1S.F. ADDMONAL
T
\ASPHAL
Aim %0(
FOOTING DRAINS-%
TO BE TIED INTO
DETENTION SYSTEM
nN. SLAB
EL=121.8
123.9
�,4
0 C. TDRWY.
.5
5- S.F..
122.8
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L"E'C' 17 2 0 0 3 FEB - 3 2ob4 RON MANDEL
-rEFi PERMIT COUNTER
PERMIT (.',OLIN R
.1--N h I A LOT 1. EDMONDS SHORT PLAT AUDITOR'S nLE NO. 200JO6275002
EX. HS
FND. CONC. MON.
VISITED 10-2001
�J
FND. CDNC. MON.
VISITED 10-2001
200THSTREETS.W
30 . 00'
15 0 15 30 60
1 INCH 30 FT.
�0
60
91
NOTE:
BUILDING SETBACKS DO NOT VEST
Ic
200THSTREETS.W
ES 2/-5/
HOLD HARMLESS A&REEMENT.-
OWNER, AND ALL PERSONS HAVING ANY PRESENT OR SUBSEQUENT OWNERSHIP INTEREST IN T14ESE 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 C17Y 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.
COND17TONS:
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 CITY OF EDMONDS PLANNING DIVISION.
SURIVEYOR'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
OF RON MANDEL
ON .2oo-3-
SLQ�Ik�URE
DA7t
CERTIFICATE NUMCER J04 42
- — --- ------ RECORDING CEMVICATE,
G.
THIS al -DAY OF
WAS FILED FOR RECORD
4,
20-P3—� ATIa'
UNDER RECORDING NUMBER
AT THE REQUEST OF-Rfq0 Tfl�A�60
0
304 VANAGERIAUDITOR
........ ..... hV�9 �-&PT. OF RECORDS' EPUTY AUDITOR
A
EXI ZES 2/25/04
RECORDING NUMBER
SHORT SUBDiVISION
FOR
Ron Mandell
S. E. 114 1- N.W. 114, SEC. 19, TWP. 27 N., RGE. 4 E.5 W.M.
CITY OF EDMONDS
COUNTY OF SNOHOMISH, STATE OF WASHINGTON
13A515 OF 19EAR-TNOT:
SHORT PLAT NO. SP217(5-79) RECORDED
UNDER RECORDING NO, 8002260270, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
LE6AL DESCRIP-iYON:
PARCEL A:
THE EAST HALF OF THE NORTHWEST QUARTER OF T14E NCRTHWEST
QUARTER OF THE NORTHWEST QUARTER OF SEC77ON 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- ' "EST QURTER
OF THE NORTHWEST QUARTER OF THE SOUTHEAST QU/AJ*1't-..f111 OF THE
NORTHWEST QUARTER.
EXCEPT THE WEST 30 FEET THEREOF IN SECTION 19, TOWNSHIP 27
NORTH, RANGE 4 EAST, W.M.
PARCEL C:
THE SOUTH 20 FEET OF T14E NORTH 200 FEET OF THE !'.*FST HALF OF
THE EAST HALF OF THE NORTH HALF OF THE WEST FIAI.!- OF THE
SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, SL-'--:`1f.-,N 19, TOWNSHIP
27, RANGE 4 EAST, W.M., SNOHOMISH COUNTY, WASHINGION.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WAS1111"IGTON
I.F.M. INDUSU7. ""TES, INC.
(Professionol Lond Surveying r,id Plonning)
2026 Madison Str-c-C, SLlit(- C
EveretL, WA 9B2n.,.
Tel: 4 25. B 95 0
Fax: 4 2 5. 6 8 5 9
bEbICA TION:
KNOW ALL MEN BY THESE PRESENTS T14AT RON AND KARLA MANDEL
THE OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED
—HEREBY DECLARE T141S PLAT AND DEDICATE TO
ME USE OF THE PUBLIC FOREVER ALL STREET, AVENUES, PLACES AND
SEWER EASEMENTS OR WHATEVER PU13LIC 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 A14Y LOT OR LOTS WHERE WATER MIGHT TAKE A
NATURAL COURSE AFTER THE STREET OR STREETS ARE GRADED. ALSO, ALL
,C.LAIMS FOR DAMAGE AGAINST ANY GOVERNMENTAL AUTHORITY 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 ARE45
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 PROPERTY WITH ELECTRIC, TELEPHONE, GAS, TELEVISION CABLE AND OTHER
UTILITY SERVICES TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS, TRACTS
COMMON AREAS AT ALL 1IMES I -OR 1HE PURPOSES HEREIN 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 CHANNELSTORM WATER CONVEYANCE SYSTEM
ANDIOR OTHER DRAINAGE FACILITIES, UNDER, UPON OR THROUGH THE DRAINAGE
EASEMENT.
WINTENA14CE OF THE PROPOSED JOINT DRIVEWAY SHALL BE EQUAL AND
JOINT BETWEEN LOTS ONE AND TWO.
REPARATION OF SAID JOINT DRIVEWAY S14ALL BE THE SOLE RESPONSIBILITY
OF THE 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 SE4LS THIS
-3
-------- Pcjl�- DAY OF 20-e,
L-1—
pq P�cft-
slaLls- Of CV414, ��( t7
-APPROVA, LS:
APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS
ENGINE�RING DIVISION BY
THIS 12e�- DAY OF 20�e�.
APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS
PLANNING DIVI ON BY
THIS DAY OF7" 20jgA.
DITI
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:
i tt=30)
W.R.P. 06123103 2001-007
...... 7W. I - V mrr
CHECKED BY. -1 FIELD BOOK: )I-fLL I/ Ur.
D. G. V1. Jr. A.F.il,". IND., INC. A Fkf - 027
SURVEY CREW:
421-1