22809 96TH PL W.PDFiiiiiii - iiiii
9517
22809 96TH PL W
ADDRESS: 222�q 1?67�L PZ— 6k)
TAX ACCOUNTIPARCEL NUMBER: 6/ 3
BUILDING PERMIT (NEW STRUCTURE): 7
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:-04 DETERMINATION: []Conditional Waiver Study Required E] Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: LeIU�DQ
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER)-.
PLANNING DATA CHECKLIST DATED: c, /,/ �-
SCALED PLOT PLAN DATED: (f,71 Lp 6'�
SEWER LID FEE S:
LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S)
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT
WATER METER TAP CARD DATED:
LATEMP\DSrs\Fomis\Street File Checklist.doc
0 CAF*O.
Critical Areas Checklist
---------------------------------------------------------------
Site Information (soils/topop-raphy/hydrology/vegetation)
.9 et/
1. Site Address/Location:
2. P . roperty Tax Account Number: .3 667 7 0 3 —
3. Approximate Site Size (acres or square feet): AQY &—,S
4. Is this site currently developed? _yes; no.
if yes; how is site developed?
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 15% (a vertical rise of I 0-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
I 0-feet over a horizontal distance of 3 3 to 66-feet).
Steep: grades of greater than 3 0% present on site (a vertical rise of I 0-feet over a
horizontal distance of less than 33-feet).
'be): F ICA.+ A0 0 r— *7 S *-e,,-
Other (please descri 66 " "lay
I/e,-fi2:A) jZj(t- 6el,7ev�a- A`147- Al
6. Site contains areas of year-round standing water: Approx. Depth:
1, lite 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:
. . . . . . . . . . . . . . . . . . :
tiff
4 .. ... .... .....
SC
W-k
n
N1,
.�R, I'.
4M
-earth AL,
,5 8,4e -desfLdiaie D
e.
t
ATI MPMAW A
tPAP ..E
�v.AA T.
q
4,:
J!
P
AGS�oLft R@V IW03M
.4 C. I %9M
City of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
Critical Areas File #:
Critical Areas Checklist Fee: $45.00
Date Received by Dev. Serv. Dept: t-Z_—LA_-o'
City Receipt Xp: I (& gn-7 9,
Date Mailed to Applicant:-
'C"'RITICAL 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/her representative, must fill. out
the checklis� sign and date it, and submit it to the
City. The City will review the checklist; make a
precursory site visit, and make a deterrnination 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., sit I e 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 Areas Checkli sit and attest that the answers provided are factual, to the
best of my knowledge (fill out the appropriate column below). -
I —PLEASE PRINT CLEARLY
Owner/Applicant:
C'
Name
'z
:Z4?0 7 61/ /0 2-
Street Address
vV
City State Zip
Telephone
'2�� r i�
Signature `1�0
-'2-00 0
]Date
Applicant Representative:
Name
Street Address
City State zip
Telephone -
Signature
Date
d.receptionrjona/CACLHandoLA-doc Revised 411 Gr2M
0
0
0
City of Edmonds
Critical Areas. Determination
Applicant: Rob Micbel Determination #: CA-00-188
Project Name: Permit Number:
Site Location: I XXXX Edmonds Way -1 Property Tax Acct #: 1 3627 031074 0003
Project Description:
Non -Project Specific
Determination: Study Required:
During review and inspection of the subject site, it was found that the site appears to have a
Steep Slope Hazard Area and Erosion Hazard Area pursuant to Chapter 20.15B of the Edmonds
Community Development Code (ECDC).
Based on these findings, prior to submission of any development permit, you will be required
satisfy the requirements of ECDC 20.15B by completing the following:
Steep Slope Hazard Area Delineation Requirements:
To determine if a Steep Slope Hazard Area does exist, a topographic survey prepared by a
Licensed Land Surveyor delineating Steep Slope Hazard Areas must be completed. Any slope of
40% or more with at least 20 feet of rise will be classified as a Steep Slope Hazard Area. A 50-
foot buffer is required fi-orn both the top and toe of the slope. A 15-foot building setback is
required from the 50'foot buffer.
For development of any kind which is proposed within.the critical area, 50-foot buffer or I 5-foot .
buffer setback, it must be shown that the development will not adversely impact the Critical Area
or its buffer, by doing one or possibly both of the following depending on the outcome of the
study:
I . For development proposals which will occur within the 50-foot buffer, but no closer than
10 feet from the top or toe of the slope,. the 50-foot buffer requirement may be reduced to
10 feet if a study is complete d* by a licensed geologist or geotechnical engineer which
clearly demonstrates that the proposed buffer alteration will have no adverse impact upon
the site, the public or any private party. All Critical Area Studies, except those done by a
licensed geotechnical engineer, must be completed under a three party contract where the
City hires* the professional required, and -the applicant pays for the study (pursuant to
ECDC Section 20.15B. 140).
2. If development must occur within the critical area, buffer, and/or buffer setback, and is
not identified as an exception per ECDC Chapter 20.15B, a Reasonable Use Exception
and Variance must be obtained pursuant to ECDC 20.15B.170A and 20.15B.040C. * -
1
Erosion Hazard Area
The site is also in an area designated on the Critical Areas inventory as Slopes with Erosion
Potential. All proposed development must have an erosion control plan approved by the City of
Edmonds Engineering Department.
If the property owner wishes to apply for a speciflc development permit which they feel
would not impact the Critical Areas located on the site, they may submit their proposal to
the Planning Department. for review. If the Planning Department rinds that the proposed
development permit will not adversely impact a Critical Areas or its buffers, a waiver may
be iss lued on a project by project basis.
Name Signature Date
2
Martens Construction InZe. Lot # 4 1W PLOT PLAN
Address:
PO Box 13858
Min Creek, WA 98082
Telephone & Fax #
425-745-2088
Contact Person:
Jack Martens
Lot# 4
House Plan # 2432
Street Address:
Edmonds, WA 98036
Plan Description:
5 Bedrooms
2 -1/2 baths
3 car garage
Tax Acct.#
Lot Area: 8100 SF
Lot Coverage- 4704F-ft-eroji
Lot Slope: ? < 8%
1c%-Z4 - 2$ 7.) */0
lmognims Surfaces Cafes
Proposed Builing: 1860 SF
CoNired Porch: 60 SF
Pati�-, 300 SF
Driveway: 780 Sf
Total ftnry. Surfaces 3000SF
Hdzm calcs
A = 395.00'
B = 395.00'
C = 395.00'
D = 395.00'
Average Grade 395.00'
Original Grade 395.00'
Makkaunt Height 420.00'
Grading Plan Elevations
Manhole Cover 396.36'
(]Datum Point)
Driveway Curb: 388.03
Driveway Slope: <11%
Garage Footing: 389.69'
Garage Floor: 391.36'
Crawl Space Ftg-. 389.69'
Ist Flr. Top Fndn. 392.36'
Finished Ist Flr: 393.36
Finished 2nd Flr: 400.94'
Top Plates: 408.69'
Highest Ridge: <415.69
Max. Allowable Height. 420.001
Back Yard Grade: 391.69'
Top of Back Rochery: 393.5'
West Pronertv Line: 395.00'
I
15
PPROVED AS NOTED
EN INEERIN
-'T
- -1 ' .
Date: \e6'6&-03
WOO*.
?"Vowiedn"fir)
RIGHT-OF-WAY CO CTION P IT
ANDINSP 10 EQftED :51;
C.5 0
CIkr4e q:
65'1 SX,
U- af
North
OWNER/CONTRACTOR IS RE!
EROSION CONTROL AND
North
-Z — -- D PE
iAXIMUM
;��,,Awml 40%
SO
�G
E FFj Wy r.
Li3hf Polt- fl,
TEMPORARY CONSTRUCTION
ENTRANCE REQUIRED
� P PL, W -
W
Cn X
REC E.JvED
A " ---3
PR 2 L
PERMIT COUNTER
Sf-U)EQ S-fL)L-
\-WATEV- IMETEV-
DnTuM PT, -*386.3V
-top D4 MAN"I.E 0000L
FILt
FIE
8700U. 4
TYP)
25' B
.37 SE
8,0
I E 3X&4*,�C5 A5-
40
Fel
A �vo IE 38Cl-28,,,," -4 .06 PVC 41- c
- ----------
--- Gt
99
B5.93
00
SET MONUMENT 7.5—
CENTER OF CUL—DE—SAC CENTRAI
MAILBO)
97
.9.6 0 L
ALUMINUM POLE W/B KAWA)
8; BASE; WIRED TO ACCOM TE
0 .20 SF
G SI\GetA
51 RA HEAD; M UNTING HEI
30,
G-0, 0,
35.
40-6-
6- P
20
YD#3
GE 10
11 E
384-757
YD
G 87
IE
5
1-1,611.20 SF
CD
A-- 104
Od
11,005.4 F
C. -
17Q
rtens Construction ln�w- Lot # 4
GE
K r
fr
BRFRI In :AG:.IrE� III
Address:
PO Box 13858
mill Creek, WA 98082
Telephone & Fax #
425-745-2088
Contact Person'.
Jack Martens
Lot 4 4
House Plan 9 2432
Street Address:
Edmonds, WA 98036
Plan Description:
5 Bedrooms
2 -1/2 balhs
3 car garage
Scale: 1" = 201
,ON,TRACT OLYMPIC VIEW
F=R/SEWER DISTRICT
bR M90005
ACCE TIGH NE
rr MAT
MA
SDR 35
SCH 40
N-12
F810 HANCOR
North
balu N --p b%)-v
DIZAmb Oon)VILCT —IZD
S-rbt2rvl
f) LL () (LA 11N)s -To Sf 14 PVC-
0,-7 & -
VED AS NOTED
PLAO F0P- BY ENGINEERING
STREET FILE Date:
Tax Acct.#
Lot Area: 8100 SF
Lot Coverage- 2740
Lot Slope: �' < 80/0
101 -Z(4 - a 0/0
Ins- ous Su rfaces-C-aics.
Proposed Builing: 1860 SF
Covered Porch: 60 SF
Patio: 300 SF
Driveway: 780 Sf
Total impgry. Surfaces 3000SF
BeW —CaIcs
A = 395.W
B = 395.00'
C = 395.00'
D = 395.00'
Average Grade 395.00'
Original Grade 395.00'
Maximum Reigbt 420.00'
ipi? I %'S. %R
30
—30
Y-AV �A
firadigg Plan Elevations
Manhole Cover 386.36'
(Datum Point)
Driveway Curb: 388.03
DrivewaySlope: <11%
Garage Footing: 389.69'
Garage Floor 391.36'
Crawl Space Ftg: 389.69'
ist Fir. Top Fndn. 392.36'
Finished Ist FIr: 393.36
Finished 2nd Fir: 400.W
Top Plates: 408.69'
flighest Ridge: <415.69
M= AHowable Height: 420.00'
Back Yard Grade: 391.69'
Top of Back Rochery: 393.5'
West Provertv Line: 395.W
I WATER - -14
.2q INSPECTIONSO gD
425-771-022 .1326
Pfavo
'.5 0 0 -Zr
S,Ufzf Act
SO
A
F TING RAINS NOT
B 4iED INTO
DETE N SYSTEM
Q! '
--kv,A'P C,00)1EL RCUSr�-
50
S, ur f thcf-
r -I
AdIlL
Martens Construction InT. Lot # 4 WGRADING PLX�
Address:
Tax Acet.#
Grading Plan Elevations
PO Box 13858
Manhole Cover 386.36'
Mill Creek, WA 98082
Lot Area: 8100 SF
(Datum Point)
Telephone & Fax
Lot Coverage- NEW 6F :53."
Driveway Curb: 388.03
425-745-2088
Lot �
Slope: � < 8%
1.9sq -23:1%
Driveway Slope: <11%
Contact Person:
ervious Surfaces Calcs
Garage Footing: 389.69'
Jack Martens
Proposed Builing: 1860 SF
Garage Floor: 391.36'
Lot # 4
Covered Porch: 60 SF
Patio: 300 SF
Crawl Space Ftg: 389.69'
House Plan# 2432
Driveway: 780 Sf
I st Fir. Top Fndn. 392.36'
Street Address:
Total Impery. Surfaces 3C 1OOSF
Finished Ist Flr: 393.36
Heig Lkt Calcs
A = 395.00'
Finished 2nd Flr: 400.94'
Top Plates: 408.69'
Edmonds, WA 98036
B = 395.00'
I-lighest Ridge: <415.69
Plan Description:
C = 395.00'
Max. Allowable Height: 420.001
5 Bedrooms
D = 395.00'
;# 0 � Y,4 rZZ C); 1- =- -Y %2 0, V -
2 -1/2 baths
Average Grade 395.00'
BackYardGrade: 391.69'
3 car garage
Original Grade 395.00'
Top of Back Rochery: 393.5'
Maximum Height 420.00'
West Provertv Line: 395.00'
Scale: 1" = 20'
-5CJ3.0�--
'&Oj%.4j
- N9,1ZO
APPV T AS N
BY ENGINEER
MELOPM G"DIC
F1 NISH GRADE
9
6 PL.
34%5"
% 391401
—39�5,6
391;t.,O
"D 0
C - - -`-3 L
-14 ?1'0 i'di - L L,- -
-310,aiERWHT COUNTER
OpXUP1 P-1
-fop Of7 SS M.J4 COUM
STRO"EET FILE
9
PLANNING DATA
NAME: DATE:— & lt2, Id 3
SITE ADDRESS: 2-2-8 Pt, Lv- -- PLAN CHK#:-
PROJECT DESCRIPTION: N 4." �'� 1, - rfrta'.'rie 6�=
REDUCED SITE PLAN PROVIDED?:
MAP PAGE: 05 CORNER LOT: ffe—SIJ90- F L A G L 0 T: (Yes- �/o
ZONING: CRITICAL AREAS DETERMINATION #: 00 le&
�fstudy Required:
St�OC pi, 'h P 4-
13 Waiver
Ll Conditional Waiver
SEPA DETERMINATION:
U Fee
U Checklist
U APO list wl notarized form
L) (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
UYExempt
SETBACKS:
Required Setbacks:
Street: 15� Left Side: Right Side: '7,57' Rear: /5'
Actual Setbacks:
Street 57,-' Left Side: 7.5' Right Side: -7.5" Rear:
Street map checked for additional setback required? (Yes DND
Ll DETACHED STRUCTURES: --e-
ROCKERIES: e-, s,.p, 1�4i - ae
U FENCES/TRELLISES:
Ld'BAY WINDOWS / PROJECTING MODULATION:
21 STAIRS/ DECKS: 44,;
PARKING:, Required:_L_Actual: 3
LOT AREA:
LOT COVERAut: 2�1 S7-1 + 5-1
Calculations:
BUILDING HEIGHT:
Datum Point:_ hv -4 2't �-L cvve- h Cy4 Sx,- Datum Elevation: 38'6 , 36
Maximum Allowed: _Actual Height: 2-1,
A.D.U. CREATED?: &/ Yes)
SUBDIVISION: K. el; �,t . t4x. 4 2b i - I I- IV,
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes
OTHER:
Plan Review
NewBPP1anningDataForrrLD0C
0
NAME: /V1,4-e--4 7ry,
SITE A5DRESS: �ZZ-9-09 -96-
PROJECT DESCRIPTION: N&w 41
PLANNING DATA
DATE: 5-114-10,1
PLAN CHK#: 0-3 -Ilw
R EDUCED SITE PLAN PROVIDED?: (�JL/ N
jo
MAP PAGE: 05'+ CORNER LOT: (Yes FLAG LOT: LYes
ZONING: A-S -9 _ CRITICAL AREAS DETERMINATION #: Ob- - 199
Er Study Required: f= -SH-o sw-- �- e-j,�_ agntw 1�wj w" p_," Z 2-
Waiver " :( M4-(" /'t /I A 4-110 Aq�
Conditional Waiver ov__
SEPA DETERMINATION:
Ll Fee
Ll Checklist
Ll APO list w/ notarized form
J (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
U Exempt 4 J-'r�" '( pj"' ?./
SETBACKS:
Required Setbacks:
Street: 25' Left Side: -7, 5' Right Side: '7. Rear: 9_.
Actual Setback—s.
StreeF
_J,�L_Left Side: 7- 5 Right Side: -7. 5_' Rear: 1-7' -b
Street map checked for additional setback required? (Yes DNA)
El DETACHED STRUCTURES: /V— I "_
-,40- L3 ROCKERIES:
Ll FENCESiTRELLISES: thIA-1-Cl _r Oir
EfBAY WINDOWS / PROJECTING MODULATION:
rX
b I AlKb I Ur-UKb: j-d-S A'e-Z,
PARKING: Required: 2-Actual: 3
LOT AREA: 10-0
LOT COVERAGE: 12-Z-1 94 19 ?A
Calculations: =>7_4q,
BUILDING HEIGHT: wAts—
DatumPoint:_ fop'�""tk.L' &m' -" 96-101,0 DatumElevation: 3e&. 36'
Maximum Allo ed. 2-51 Act . ual Height: 210._71
A.D.U. CREATED?: Yes)
SUBDIVISION: IL,IeA:�� 4 - n", g_� a�nE — 'Mi -
tp'l
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: ()Les �/o
OTHER:
Plan Review By:
NewBPPIanningDataForm.D0C
TE RECEIVED 'W
PERMIT EXPIRES
PERMIT
CITY OF EDMONDS '77
CC' ; — NUMBER C,
7CONSTRUCTION PERMIT APPLICATION JOB SUITE/AP-r#
ADDRESS
OWNER NAME/NAME OF BUSINESS
L
PLAT NAME/SUBDIVISION , 0. OT NO. LID NO.
Ae,01277W& IIM677 12)C,
IC MAILING ADDRESS LID FEE $
lu
z PU13LIC RIGHT OF W�i PER' OFFICIAL STREET MAP TESCP Approved E3
30: A6 eg ox 1-38 RW Permit Required a
Street Use Permit Reqd [3
CITY ZIP TELEPHONE EXISTING — PROPOS7E '"Pection Required E3
Sidewalk Required E3
REQUIRED DEDICATION Undergmurid
9bog2i V.2,5_-7VT-�20ag Wiring required 13
N E OF F
7-
YES)
—1 1��o �( NO 13
NME METER SIZE LINE SIZE IXTURES PRV REQUIRED
PADDRESS REMARKS
0 O-W-NER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
-7-31
CITY 21P I TELEPHONE I-) _Tvy�w ,41' a r) <,
F,()r_-jr)tj
I I IV K-11 I �11 417�—t IVY f I I (i Z� I I f 411' 'N —fl-1,
CBL
NA!!��
C ADD9E`S9'
0
CITY ZIP TELEPHONE
0
/,�V)/zz ZV�,Irand 15i�:1415_
STATE LICENSE NUMBER EXPIRATION
PROPERTY TAX ACCOUNT PARCEL NO.
�-] AA t-
ENGINEERING REVIEWED BY DATE
e
FIRE REVIEWED BY DATE
CHECKED BY VARIANCE OR CU SHORELINE OR ADB# INSPECTION 1$ BOND
REO'D POSTED
0
YES [NO
REVIEW SIGN AREA HEIGHT
COMPLETE EXEMPT ALLOWED I PROPOSED ALLOWED PROPOSED
Ek P Z 5,
NEW
RESIDENTIAL
a
0 PLUMBING / MECH
LOT COVERAGE
REQUIRED SETBACKS (Fr.)
PROPOSED SETBACKS (Fr.)
ALLOWED PROPOSED
FRONT
SIDE REAR
FRONT L/RSIDE REAR
ADDITION
COMMERC IAL
COMPLIANCE OR
CHANGE OF USE
.3 5A Z 47,
1
7-
-75 15
37-7.5 Z4
9
z
REMODEL
MULTIFAMILY
E] *SIGN
NCE
PARKING 11
REO'D I PROVIDED
2
LOT AREA
'011
100
PLANNING REVIEWED BY DATE
IL
L_j REPAIR
DEMOLISH
GARAGE
CARPORT
CYDS X Fl)
OTHER
TAN
RETAINING WALL FIRE SPRINKLER
ROCKERY FIRE ALARM
REMARKS V
[TYPE OF USE, BUSINESS
OR ACTIVITY) EXPLAIN:
CHECKED BY
t�=
TYPE O!7;UTION
OD;
OCCUPANT
GROUP
NUMBER
OF
NUMBER OF
DWELLING
CRITICAL
AR
SPECIAL.IN�PECTION
AREA
OCCUPANT
NU REQUIRE.DO[ YES LOAD
DESCRIBE WORK TO BE DONE
REMARKS
r) PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D
I
11'4M1z.6f
J-1 r-W ( i
LA
lj&,e'9 2fdZ,
VALUATION
$
e�4
26 rijrw_,z )j
Description
FEE
Description
FEE
Plan Check
State Surcharge
21
HEAT SOURCE
GLAZING %
z
LOT SLOPE %
95 0/0
Building Permit
A;7,!�q
City Surcharge
PLAN CHECK,NO-
VESTED DATE
Plumbing
THIS PERMIT AUTHORIZES ONLY T—HE WORK NOTED. THIS PERMIT COVERS WORK TO
Mechanical
t=
2
HE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SI , DEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
Grading.
SEPARATE PERMISSION.
Engr. Review
PERMIT APPUCATION: 180 DAYS
PERMIT LIMIT I YEAR - PROVIDED WORK IS STARTED WITHIN 160 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
Engr. Inspection
'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 HARMLESS THE CITY OF
2
EDMONDS WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
Fire Inspection
Receipt #
FROM THE ISSUANCE. OF THIS PERMIT_ISSUANCE OF THIS PERMIT SHALL NOT BE
DE
Landscapelnsp.
0
.EMED.TO MODIFY. WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
NOR LIMIT IN ANY
Total Amt. Du
x
WAY THE CITYS ABILITY TO ENFORCE ANY
?RDINANCE PRoVISION.-
Recording Fee
Receipt #
A
I HEREBY ACKNOWLEDGE THAT I HAVE READ THISAPPLICAT16il;1THATTHE INFPR'MATIJN
GIVEN IS CORRECT; AND THAT I AM THE OWNSR—OR THE DULY. AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS �EGULATING CONSTRUC-
APPLICATION
ARP ft.
WV7
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
CALL
FOR INSPECTION
This application is not a permit until signed by the
Building Official or his/her Deputy: and Fees are paid, and
receipt is
WORKMEN S COMPENSATION INSURANCE AND RCW 18.27.
acknowledged In space provided.
SIGNATUR 6WNER1jOR AGENT)
0
//z
DATE SIGNED
'(425)
AL
OFV!CIL? MIGNAT7 DATE
XZ
C_ I
F 771-401220.-
.7 7
ATTE(NTION'
I , - , , I
Off 1333
Sp B DATE
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION I . 09
ORIGINAL - FILE YELLOW - INSPdTOR
04/02
.,.,PRESS �HARD -AREVAKING'5COPIP
PINK - OWNER GOLD -ASSESSOR
_S GREEN -ACCOUNTING
Of
0
PULA
A
NE 1/4, NW 1/4, NE 1/4, SEC. 36, T. Z/ N., N. �) L., W.M.
I W I
jo
... HOWWO
it:
cy
ry
s \
7 8
MARY I
I.El". VC 497C3ARONORD.-OW-0007
32&64jcALc-c)) 32&57-(PLAI) —3-000-wl� ws,,sg*os,w
A 92.00'
7�W BM
OLMORF DMIEL P a JOY/ NZ.- :
-003-00ID5
2 5365-000 r SIF w
4
</
BUM LOUIS A
228th PLACE W. 5X5-000-004-OOD4
N o"Vor IT �—W� -2 'W W
I. "AT)
ARTI�UR P
5MB Ooo-003
5 r
tIA11.20 Sir
6
G.
7 6
o V. SWADI. MCARDO & UX-Y E\
SNO-tOD-005-0002
IT
I ro ON%
MEYER. RIDUM A
362703-1-157-0003
LA�
EXISTING r—
SANITARY SEVER
WATE)MLANA-
I.T Ir.pw 0
mks
7.1-
sm
Lr"vlwo
2�
roe
10 "Ick.
S I F
T 10 eSL (TV), .7.923 IF
o eML "Y")
1
SM
9
10.2113
K FKZZONW-
TO
TO am
jp
ory-320.83-wm.
K�322.49-1* E. & W.
— . . — . - F— — —
P I N E C R E S T
(V 0 L. 1 3' P G 5 5)
-Ensnmc I
EM ING AW
��T EOM 94
pz��4.t owj 11"
;07 I'll �Fp- IWH#1-2
�=93 (PER OESIM)
efx. ce
Tw--lmiz
111�32e-m-vr E. & W.
GRADING OUANTITIES
TREE LEGEND
VICINITY MAP
r!� �.I-
SITE ADORES
rGAI nrsMpTi
—1 -- w ft � � - —1 �-
3 CZ
—T—
.—I A
,,T IT K
a--
KNCH MARK
A,—, w w—
—TaAST � IT w `1
W I ,m IIIT ITIR IIV[IItAIfT AT W MINITAST (KIIW
Rood Profile 96th Place W — Storm ond Sewer Utilities
1*-4V. V 1*-4'
3: t
4) 0
31
0
V)
-0
> c
0 0
z
.d
'00
0 0
Of
co EL
<- Oo
(D to
—0400
c: 0 o
OD 0)
0) 1
c: OD
:3
V) c ;in
0 -0
C) c
— 0
0 Q) E x
tc <
(1)
Q
C > 00
< N Fj
r- 04
ui Lb
r-
r-
c 0 —
o
c
0 U "t
cl 1
0. u
uj
A
RN
NT
SET MONUME
5- BS8L (TYP) EX LUMINAiRE- ET S.W.
N54'59'06"W F1 FT. CHAIN LINK FENCE EX PP--,, CITY
92.00' N 88*22'40'1 W O.-Y N- GUY
1P 328.6-5.'-
10 G
N GNO 372.50 '371.50) (3.50)
F- - - - -
NO P N ON
,-7.5' BSBL (T-P) 0 M6.70 (365.70) (10,00)
71 YD
IE 22 Ex GNO 364.47 (353.47) (7,B3)
tit" F IN
8,000.47 S 101 8
- - - - W C4 1'� PVC
X 363.20 (382.20) (7.110)
,61'8,0 .37 SF 25' BS8 TYP)
1E
*0 IE 380.2B.,
call
GE cNo 090.00 (359-00) (BOO)
,\a -."99.7 01 - --1 x o 357.60 (356-60) (3.40)
5.93 C
EX GND 355-00 (355-00) (0-00)
SET MONUMENT -87.5 4
j;9"0L*FEC"U'L -SA CENTRAL :C)
MAILBOXY - 1 03 0 AN
9 L 02 GE
ALUMNA POLL WAY Ggs GE
.20 rSF BASF, YOM TE 0 8, CMP 4 S*1
W-401. Time MHPIO -- 3038%
30' 11 . - 7 --
T- 8
S= -EX. 50' P.U.D. NO. I OF
16,69 .31 SF.
N 11\ 4& IE 3W. 1� SNOHOMISH COUNTY M
�X 3& S, z
A) (9 ('00 TRANSMISSION LINE
0
-11eL cli ") EASEMENT
0
GF
IE
YO 8.6 .49 F Y01111 z
IE a64-Q"F-% IE 8.00 GE
IE
YD MHOIO 2
SF GE 3 .10
11,611.20 P� 3 .70
P IE IL
z
171
C"I 0
10 LD -
11,005.4 F 117 0. z
379 .60
1E ORM
DETENTION VAU�
YDOB M
GE 169-35' 8* CMP 0
391.
t2 1E 384 to 61. 3- 8' CUP 0 19.846% L4
15 BSBL (TYP)
1 93' 8' CMP 0 6.431%
0
34 z
U ITY
TILITY 70
P LE��
OLE L4
D A
IV
0. 10 -2
47,923 SF
10 BSBL (TYP) < X. MH 1
DRIVEWAY TOP=?
LANDSCAPING FOR Y CUT .95,(PER DESIGN)
ADJACENT PROPERT 15' BSBL (TYP) INV=330
& UTILITY ESMT A.
EX. CB
9 Jis TOP=335.82
INV=328.351�
0.0;
10,293 SF 7:
RAILROAD
TIES
TO BE REZONED qL
TO BN NQM_alV
LWAYS:
DRIVEW�y DRIVEWAYS TO LOTS 1-8 SHALL
CUT -a
NOT EXCEED 14 PERCENT.
EX. C
TOP=33
Z INV=329-95-8"S.
< EX. CB
M TOP=331-98
INV=328.83-3"N.
0 INV=322.48-?" E. & W.
z x
a'
2 'lEo.tiLltio"�"Gof 96th Ave W at the
intersection with 228th Street SW
Owner - Rob Michel (Michel Construction)
20*
7907 212th SW. #102, Edmonds. WA 98026
Office (425)776-2211, FAX (425)778-9086
AS - Su'L-r
10 Lot Plot including Plat Road,
Storm Drainage System,
Sewer & Water Locations, and
Rockery (east side plot rood)