22807 96TH PL W.PDF9516
22807 96TH PL W
AD
ADDRESS: -7 ?L
TAX ACCOUNTMARCEL NUMBER-:. a -7 o -7(4 ono'3
BUILDING PERMIT (NEW STRUCTURE): �qnn
COVENANTS (RECORDED)
CRITICAL AREAS:-04 60- 1E DETERMINATION: 0 Conditional Waiver Xstudy Required F1 Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECOR-DED
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED: 75
SCALED PLOT PLAN DATED:
SEWER LID FEE S:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DA
SIDE SEWER PERMIT(S),#:
GEOTECH REPORT DA
STREET USE / ENCROAC14MENT PERMIT
FOR:
WATER METER TAP CARD DATED:
OTHER:
LID #:
LOT: BLOCK:
LATEMP\DS'Ps\Fortns\Street File Checklist.doc
Martens ConstructiN Inc. Lot # 3 lqw Plot Plan
Address:
Tax Acct.#
Grading Plan Elevations
PO Box 13858
Manhole Cover 386.36'
Mill Creek, WA 98082
Lot Area: 8072 SF
(Datum Point)
Telephone & Fax #
Lot Cove 1769 SF 21.9,/
. . rage
Driveway Curb: 387.2'
425-745-2088
Lot Slope: < 6%
Garage Footing: 388.53'
Contact Person:
..I.
Im emous Surfaces Calcs.
Garage Floor: 390.2'
Distance from curb: 33'
Jack Martens
Proposed Builing: 2262 SF
Driveway Slope: 9.09%
Covered Porch: 80 SF
Patio& walk: 534 SF
Lot# 3
Driveway: 960 Sf
Crawl Space Ftg: 388.53'
House Plan# 2226
Total Impery. Surfaces 383 6SF
Ist Mr. Top Fndn. 391.2'
Street Address:
Height Calcs 5& uh—.4
Finished Ist Flr: 392.2'
A = 395.00t
Finished 2nd Flr: 399.95'
Edmonds, WA 98036
B = 395.00' +-f.JrT-j
Top Plates: 408.53'
C = 395.00'
Highest Ridge: <417.03'
Plan Description:
D = 395.00'
Max. Allowable Height: 420.00'
4 Bedrooms
Average Grade 395.00'
Back Yard Grade: 3 91.53'
2 -1/2 baths
Original Grade 395.00'
Top of Back Rochery: 393.5'
3 car garage
Maximum Height 420.00'
West Property Line: 395.00'
Scale: 1" 20'
North --- ----
ZONE - f P-5-e
SETBACKS: 0
jcTION FE FRON 7,57
WAy ()ONSTRL SIDE 7-5'
, RE
SPECTION R REAR 15:1
APPROVEU AS NOTED OTHER 2-91
IGHT
BY ENGINEERING
APPROVED BY PLANNING
C01): 10-3
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-T,EN PO ONSTRU T
ENTRANCE R D Lou'*
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noTum K.51B)0.31
P of mnw�=-F- C01ju-
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MAXIMUM DRIVEWAY SLOPE RECEIVED
ALLOWED 14%
T " Rh E E"' FILEo APR 2 2 2003
PERMIT COUNTER
N 5 405 9'0 6 \A1
92. o o'
N 8 8
19
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39
7.5' BSBL
--- /71",03 -----YD#1
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25' B
I E 3B+.--C;r5 ---
/.ofs. Id+ 1-, 40 PVC
Ivo IE 380.28,,
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-----------
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SET MONumENT
CENTER OF CUL-DE-SAC
N
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8110 .20 SF --A cp_ LUMINUM POLE w/BR
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Ir 30'
35. 4.6 -
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Martens ConstructioYinc. Lot # 3 Grading Plan
Address:
PO Box 13858
Min Creek, WA 98082
Telephone & Fax #
425-745-2088
Contact Person:
Jack Martens
Lot It 3
House Plan # 2226
Street Address:
Edmonds, WA 98036
Plan Description:
4 Bedrooms
2 -1/2 baths
3 car garage
Tax Acct.#
Lot Area: 8072 SF
Lot Coverage: 1769 SF 2 1 A
Lot Slope: < 6%
rvious Surfaces CaIcs
Proposed Builing: 2262 SF
Covered Porch: 80 SF
Patio& walk: 5 34 SF
Dfiveway: 960 Sf
Total Iyuggry. Surfaces 3836SF
Height Calca
A= 395.00'
B = 395.00'
C = 395.00'
D = 395.00'
Average Grade 395.00'
original Grade 395.00'
Maximum Height 420.00'
DEUELOPtn GUM
F'111
i F 10 1.5 Vk ti lz
Grading Plan Elevations
Manhole Cover 386.36'
(Datum Point)
Driveway Curb: 387.2'
Garage Footing: 398.53'
Garage Floor: 390.2'
Distance from curb: 3 3'
Driveway Slope: 9.09%
Crawl Space Ftg: 388.53'
1 st Mr. Top Fndn. 391.2'
Finished Ist Flr: 392.2'
Finished 2nd Fir: 399.95'
Top Plates: 408.53'
Highest Ridge: <417.03'
Max. Allowable Height: 420.00'
4 41RIW-5 007- — ? /(0 01
Back Yard Grade: 391.53'
Top of Back Rochery: 393.5'
West Property Line: 395.00'
',N"s
,5 e
�qk zo �
do
STREET
North --- f----
Scale: I" = 20'
0 RTUM
TOP OF YVI 14 COOS2-
C1 7k
PLIEWNSCEIVED
APR 2 2 2003
FILE PERMIT COUNTER
Martens Construc iron Inc. Lot # 3 Drainage P
Address:
Tax Acct.#
Grading Plan Elevations
PO Box 13858
Manhole Cover 386.36'
Mill Creek, WA 98082
Lot Area: 8072 SF
(Datum Point)
Telephone & Fax #
Lot Coverage: 1769 SF ZIA*l
Driveway Curb: 387.2'
425-745-2088
Lot Slope: < 6%
Garage Footing: 388.53'
Contact Person:
Impervious Surfaces Cafes
Garage Floor: 390.2'
Jack Martens
Proposed Buiting: 2262 SF
Distance from curb: 3 3'
Covered Porch: 80 SF
Driveway Slope: 9.09%
Lot # 3
Patio& walk: 534 SF
Driveway: 960 Sf
Crawl Space Ftg: 3 88.53'
House Plan 4 2226
Total Impery. Surfaces 3836SF
Ist Fir. Top Fndn. 391.2'
Street Address:
HeigN Calcs
Finished I st Flr: 392.2'
A = 395.00'
Finished 2nd Fir: 399.95'
Edmonds, WA 98036
B = 395.00'
Top Plates: 408.53'
C = 395.00'
Highest Ridge: <417.03'
Plan Description:
D = 395.00'
Max. Allowable Height: 420.001
4 Bedrooms
Average Grade 395.00'
2 -1/2 baths
Original Grade 395.00'
Back Yard Grade: 391.53'
3 car garage
Maximum Height 420.00'
Top of Back Rochery: 393.5'
West Property Line: 395.00'
Scale: 1" = 20'
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
FOOTING DRA,
ACCEPTABLE TIGH TO BE TIED
MATERIAL S
SDR 35
SCH 40
N-12
F810 HANC OR 4AQ
i fs
10 dA
In
ER
I SPECTIONS REQ'D
CAL - 71-0220 EXT. 1326
N
1V
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CONTRACT OLYjA?1QPYIWhA\Jr-L NC-P-tS--,
WATER/SEWEIR DISTRICT
iF0K,G6W6R (0Gq(ZRaf4C,,
iir-r-nUVLU AS NOTED
IPBYY__
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Nort QLNEERING
Date:
C,f-E PP�Gf- all) DT MRAL
PLNO f-0fL 1DQA'T\)AC3r-
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10A FILE NO. C"� -C7U
P
Critical Areas Checklist
---------------------------------------------------------------
Site Information (soil shopography/hydrology/vegetation)
1. Site Address/Location:
0 A'11
Property Tax Account Number: -3 7 o 3
Approximate Site Size (acres or square feet): AQ_Y e-,s
Is this site currently developed? 11C
yes; / no.
2.
3.
4.
5.
1:
7
8
If yes; how is site developed?
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 33 to 66-feet).
Steep: grades of greater than 3 0% present on site (a vertical rise 6 f I 0-feet over a
horizontal distance of less than 33-feet).
Other (please describe): F lCk+ ro — / Iq 0 r- T
i/&-- -f,2-�A ) A sc-- We.,, 6em e,-P1,1,c, xl,!2 7- " 2b
Site contains areas of year-round standing water: ; Approx. Depth:
Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?
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 -X_
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site: A/0
e
A -ty
.4
0Z
W. n �p 1.1� .1 `W` 4--#
W. au
s:- eni S e
or
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4
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0
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 Receive I dbyDev. Serv. Dept: (-z--L4--00
City Receipt No: 1 -7 �2
Date Mailed to Applicant:
CRITICAL Al"DUEJAS 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 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 deterrnination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the S'Igned
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 assist 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:
C'
Name
102-
9� 0 7
Street Address
- ��A VV � �
City State Zip
A/
Telephone
Signature -F -6��o
-'2e)o 0
Date
Applicant Representative:
Name
Street Address
City State Zip
Telephone -
Signature
Date
treceptior4ana/CACI.Handout.doc Revised 411 arAW
0
0
0
0 0
City of Edmonds
Critical Areas. Determination
Applicant: Rob Michel Determination #: I CA-00-188
Project Name: Permit Number:
Site Location: I XXXX Edmonds Way Property Tax Acct #: 1 3627 031074 000
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. 1 5B 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 from 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 completed 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 20.1 5B. I 70A and 20.1 5B.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 finds that the proposed
development permit will not adversely impact a Critical Areas or its buffers, a waiver may
be iss U-ed on a project by project basis.
Name Signature Date
2
0 0
PLANNING DATA
NAME: M Ar+,^, 6vq �-. 1:)y - -DATE:— 5-1771C,3
SITE ADDRESS: 240?- �&'- Pi. V. PLAN CHK#: 03 - 10
PROJECT DESCRIPTION: /W- 5 . '.. 1, — "1% Mf "a-14 C� W1 4 Arftt
REDUCED SITE PLAN PROVIDED?:
MAP PAGE: OG'4- CORNER LOT: QLes FLAG LOT: (Yes �/o
ZONING: V-S-k — CRITICAL AREAS DETERMINATION#; 6c) - P?1r -
aStudy Reciuired: �- be-y 56.- ; 1-cn", 1-+ FArA - L-±* .,p u-p� -/ P - 2,cb i - 12-
LJWaiver L6'r 3 4 owtrk -tk 16 WA, o,4 it-1 71k f i�y- -
Ll Conditional Waiver
SEPA DETERMINATION:
LJ Fee
LJ Checklist
Ll APO list w/ notarized form �11A lu. 7
L3 (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
U"Exempt
SETBACKS:
Required Setbacks:
Street: a5' Left Side: -). 5- Right Side: Rear: fS'
Actual Setbacks:
Street: LeftSIde: 7.5' RightSide: Rear: 2, 1
Street map checked for additional setback required? (Yes / No / D�A) —
LJ DETACHED STRUCTURES: r.,,-\L i �.,-
0 ROCKERIES: L 3 � " � k,, .\, - 0
LJ FENCES/TRELLISES: rverq- 5 "�
LJ BAY WINDOWS / PROJECTING MODULATION: �Wr"
El STAIRS/ DECKS: PA*:o i- I Z �- rtw: �3 (I s-') --5, 1 '� I I' ;A U.% 4,, _ 30
PARKING: Required: 7, Actual: 3
LOTAREA: 8,czi5�07Z-"
1-70 "
/e 6-7 7-
I q.
BUILDING HEIGHT:
Datum Point: A'e.,k ft*."L, C'� Datum Elevation: 3ff
Maximum Allowed: Actual Height: 22,01'
A.D.U. CREATED?: (Q1 Yes)
SUBDIVISION: V, CA.3t bdr3 12-)
— VX
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes
OTHER:
Plan Review By:
NewBPPIanningDataForm.D0C
RECEIVED
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
M A a 7=-,4 - r,,
MAILING ADDRESS
CITY ZIP TELEPHONE
N, // Z I(A
NAME �- �. i
CITY
ZIP
CBL #
PERMIT EXPIRES ILI 1�/ a-'
USE�--c
'ta" PERMIT J)
NO
UMBERC,_,�W�
2
JOB
SUITE/APT#
ADDRE!� PX-) -7 - 1 J9 I,- A--,
PLAT NAME/SUBDIVISION NO. LOT NO.
I
LID NO.
, -L �) on I -,� I
LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL S IRE MAP
TESCP Appro�ed
R Permit Required
13
13
rw
,tr et Use Permit Req'd
13
EXISTING - PROPOSEDC - %620
ns�ction Required
[3
Side�alk Required
13
REQUIRED DEDICATION- FT -
Underground
Wiring required
13
METER PIZE
LINE SIZE
NO. OF FIXTURES
P�V REQUIRED
f2
NO 13
REMARKS
z
z
OWNERMONTRACTOR RESPONSIBLE FOR EROSION CONTROWDRAINAGE
a
z
DATE
A— trz.
AQ/ / M_431��
FIRE REVIEWED BY IDATO
Ul
S
Ciff ZIP
TELEPHONE
1
LL
STATE LICENSE NUMBER EXPIRATION DATE
CHECKE BY
D
VARIANCE OR CU
SHORELINE OR ADB# I
INSPECTION
REO'D
OYES lillrO
BOND
POSTED
$
SEPA REVIEW
COMPLETE EXEMPT
SIGN AREA
ALLOWED PROPOSED
HEIGHT
ALLOWED PROPOSED
PROPERTY TAX ACCOUNT PARCEL NO.
1 -2 01 n -2, 0 1 (4 onr)'l
EXP I
I 0
2 22. 0 1'
z
1 NEW 17 RESIDENTIAL PLUM
9 7- �ING MECH
ADDITION COMMERCIAL -COMPLIANCE OR
CHANGE OF USE
13 REMODEL MULTIFAMILY SIGN
LOT COVERAGE
ALLOWED PROPOSED
&.01.21
REQUIRED SETBACKS (Fr.)
FRONT SIDE REAR
2's 7, S
PROPOSED SETBACKS (IT)
FRONT QRSIDE REAR
7S
71 5 7-1
PARKING
REO'D PRO%jIDED
LOT AREA
PLANNING REVIEWED BY DATE
GRADING FENCE
1:1 REPAIR GYDS ( X Fr)
1:1 DEMOLISH OTHER
_j 'x
I
0_72
71c, 3
REMARKS
Pece GARAGE RETA114ING WALL F RE SPRINKLER
KMCARPORT ROCKERY F:RE ALARM
I[TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
CHECKED BY
61�
I PEMUCTION
ICODE
C? ?
OCCUPANT
GROU
Pe3l�� /
. r, k ,
NUMBER
NUMBER OF
-
CRITICAL'
SPECIAL INSPECTION
AREA
OCCUPANT
0 F
DWELLING
AREAS
STORIES
UNITS
NUMBER
REQUIRED
3fYES
LOAD
DESCRIBE WORK TO BE DONE
REMARKS
EO'D
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION R2.4j
9
9
1^9-17A- IZA I 11L'A*-Ae-_ t W-_ _7
CIO 0 < 7 0 11f C 7-
-
V-;�42
VALUATION
L._7
I I J AT lvl;�;-A—
ap% I%../
--/7.4A , ArA j ,
I 1 1111-111
llf�)l
Description
FEE
"Des ril
Destri 16-
Pt
FEE
Plan Check
State Surcharge
�16e
HEAT SOURCE
C-,, A
GLAZING %
LOT SLOPE %
Building Permit
City Surcharge
Z
PLAN CH VESTED DATE
Plumbing 1971
Mechanical
THIS PERMIT AUTHORIZES 6NLY4HE WORK NOTED. THIS PERMIT COVERS WO'RK TO
t= BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
Grading,
9 DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
t= SEPARATE PERMISSION.
Engr. Review
cc PERMIT APPILICATION: 180 DAYS
ul I
AL PERMIT LIMIT 1 YEAR - PROVIDED WORK IS STARTED WITHIN I 80-DAYi
Engr. Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
W 'APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
Fire Review
Plan Chk. Deposit
9 IN INTEREST, AGREES TO INDEMNIFX DEFEND AND HOLD HARMLESS THE CITY OF
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES. AND AGENTS FROM ANY AND
Fire Inspection
Receipt #
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 MODIFX WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
LandscapeInsp.
Total Amt. Due
XO NOR LIMIT IN ANY WAY THE C17YS ABILITY TO ENFORCE ANY ORDINANCE PROVISION."
.
I
Recording Fee
R eceipt #
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
his application is not a permit until signed by the
TION; AND IN DOING THEWORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
Building Official or his/her Deputy: and Fees are paid, and
INIVIOLAT!ON OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN S COM INSURANCE �Nq RCW 18.27.
FOR INSPECTION
receipt is acknowledged in space provided.
,!,EISATION
__ ')Z71, - -
SIONAT RE �R,"O G DATE SIGNED
(425)
OWFFICN�% DATE
7/,
10
771-0220
__7 -TE
IELEASFD _DA
BY
ATT NTION
IT IS , NLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
M 1333
0/1
f
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
L - If // '- -
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
OZI'NAL - FILE YELLOW -INSPdCTOR
PINK - OWNER GOLD - ASSESSOR
04/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN - ACCOUNTING
W W
L
SET MONUMENT -T S.W.
228th STRE"
EX LUMINAIRL---
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IE EX GND 364.4-7 (363.47) (7.83)
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00
to LO
SET MONUMENT 6", 7.5*
CENTER OF CUL-DE-,i C CENTRAL .74 C P @
MAILBOX x
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LANDSCAPING FOR CUT INV=,3\30.95z(PER DESIGN)
ADJACENT PROPER TY 15' BSE3L (TYP) "1z
UTILITY ESMT B
EX. C
. .. ...... . TOP-335-82
01 �3
IN V- 3 28.39A?) E W
-t 101293 SF
RAILROAD
TIES
,-TO BE REZONED
TO BN NOTP nRiVFWA
0 LOTS 1-8 SHALL
DRIVEWAY DRIVEWAYS T
CUT
NOT EXCEED 14 PERCENT
Cl
EX.
CB
T -331.55
N-1, OP
Z"U INV=:329.95r---,8
EX. C B
M TOP=:331-98
0 INV=328.8,3r--3"N.
loom M
() n INV=,322.48,--?" E. W.
CD Z
DATE
DRAWN BY As - Su t L-7
SHEET NO. 10 Lot Plat Entrance to Plat Is an DRAWN BY DATE t Roady
Extention of 96th Ave W at the REVISION DATE OESCRIPTION 10 Lot PIC
2 Storm Drainage System7
Intersection with 228th Street SW and
OF 10 SHTS. Sewer Water Locations? ad) ICNAL
HORIZ. SCALE Owner - Rob Michel (Michel Construction) Rockery (east side plat ro DATE:---i 02
1 - = 20' 7907 212th SW, #102, Edmonds, WA 98026
VERT- SCALE: Office (425)776-2211) FAX (425)778-9086
MELLOR & ASSOCIATES
L
PROFESSIONAL ENGINEERS
606 SATER LANE
EDMONOS. WA 98020
(425) 775-5317
NE 1/4, NW 1/4, NE 1/42 SEC. 36, T. 27 N-2 E-2 W.M.
385
EXISTING 8"
----------
SANITARY SEWER
8"D.I. WATERMAIN
93' 12" PVC 0 8.8717.
80"RETAINING WALL
HENDERSON, D SMITH, CHRISTINE
4973-000-009-0006
-000-012-0001
N 5
ROBERT! E
Pal 3, CARL 308
4507-009 000-0
EX. C8
IF,
To- Amp ZATA& TOP=390.90
\4,
40 INV=389.05-12' N&S
INV=389.05-8"W
EX. MH#3-43
7 8 TOP=384.06
INV=378.00
CARTER, MARY T I N V= 3 8 3. 8
LEVIN, MARC S. 4973-000-008-0007 SET MONUMENT
-15 (Typ) EX LUMINAIRE
4973-000-007-0008 N54*59'06"W
I'S EX PP
328.64'(CALC'D) 328.57'(PLAT) 92.00' FT. CHAIN LINK FENCE
'N
N 88'2Z40 W 0. 3T. __328&5._ GUY -IN,
1 -
100. 99.57'
GU
9s -4j
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7,5' BSBL (T4P) NO p
71'0 If
3M.73
GILMORE, DANIEL P JOY L 1E 3U75 2
3 -000-003-0005 8.000.47 SF Zo, 8. 4 S Y
65 CL. \1 .. \.9 I.,
11 - 8.w pvc z I
0 25' BS TYP
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8,10 .20 SF WAY cgs G12 .
BERTO, LOUIS A DAM opwo" .03
.228th PLACE W. 5365-000-004-0004 MH 0
N . 88'25'18" W 1E a.
N 8 8'2 5'18 " W -
U 8
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k I i
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189.09'(P 'AT/ VO 100. 00'(PLA T)
yu Aft rp
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00' MICKEL, ARTHUR P Cp
1E W5.89
5365-000-005-0003
yo 38743 816 49 F
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1 BSBL (TYP) 1
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E 3
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375__� UTILITY�
370- POLE
-
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94
cello
384.75
IE 380.130
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IE 380.75
INST&L STREET NAME SON
gt3 STREET NAM - 96th Avu W,
h P10" W, & 2VIth Str"t SW
INSTALL 3 STOP SMS - I
IN LOCATMS IRM"10 cv
12"CP
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1E 37180
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370
- �865
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96th PIL W
SECTION B-B*
TREE LEG -END
-
CONIFEROUS TREE TO REMAIN
0 39.93X(�) \ol
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EX. EXTRUDED LANDSCAPING FOR CUT
ADJACENT PROPERTY
\A CURB 15' BSBL (TYP)
& UTILITY ESMT 0%.
C_�
9
LUMINAIRE
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< CONC. BASE
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CURB TIES '1/
I
TO BE REZONED -
VACUUM WITH TO BN
MEYER, RICHARD A CONG,. BASE
362703-1-157-0003
a. DRIVEWAY
EX. EXTRUDED CUT
CURB
VACUUM WITH
CONIC. BASE
EX. EXTRUDED
q1
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11-01,
GRADING QUANTITIES
CUT 4,690 CIJ YOS
FILL 1,279 CU YDS
E X. C B
TOP= 331.55
INV=329.95-8"S.
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TOP=331.98
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380
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00
2
APPLICANTIOWNE
R_
MICHEL CONSTRUCTION, INC.
7907 212TH STREET SW
WA 98026
EDMONDS.
TELEPHONE: (425)776-2211
CONTACT: ROB MICHEL
SURVEYORS
LOVELL- SAUER LAND & ASSOCIATES, INC.
19400 33RD AVENUE W.. SUITE 200
LYNNWOOD, WA 98036
TELEPHONE: (425)775-1591
PROJECT CONTACT: JEFF TREIBER
SITE ADDRES
TAX ACCOUNT #362703-1-074-0003
LEGAL DESCRIPTION
THAT PORTION OF THE EASTERLY HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST
QUARTER OF THE NORTHEAST QUAR ER LYING NORTHERLY OF S.S. HIGHWAY NO. I-W
(ALSO KNOWN AS EDMONDS WAY), SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST OF
THE WILLAMETTE MERIDIAN: IN SNOHOMISH COUNTY, WASHINGTON;
EXCEPTROADS;
AND EXCEPT THAT PORTION OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE
NORTHWEST QUARTER OF THE NORTFEAST QUARTER OF SECTION 36. TOWNSHIP 27 NORTH,
RANGE 3 CAST, WILLAMETI-1 MER101-,'�",'i, DESCRI13ED AS FOLLOWS:
RTIIWEST CORNER OF SAID SUBDIVISION: THENCE S
:)UTHEASTERLY
IN A STRAIGHT LINE TO A Pou4 r 01tH IS 33.0 FEET EAST AND 22.0 FEET SOUTH OF THE
COMMENCEING AT THE NO
N THE
POINT OF BEGINNING; THENCE NORN, EASTERLY IN A STRAIGHT LINE 70 A POINT 0
-POINT�OF-BE-G!NNING;, THENCE WESTERLY, AL G
NORTH LINE MICH IS 92 FEET EAST OF THE
SAID NORTH LINE 92 FEET TO THE POINT OF,BEGINNiNG.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD,
BENCH MARK
INVERT OF SANITARY SEWER MANHOLE #3-43 LOCATED NEAR THE NORTHEAST PROPERTY
CORNER.
ELEVATION : 378.00
DATUM : OLYMPIC MEW WATER DISTRICT (M.L.L.W.)
T.B.M. SPIKE IN POWER POLE AT THE NORTHEAST CORNER OF THE PROPERTY - ELEVATION 391.10
T.B.M. "0" IN OPEN ON FIRE HYDRANT AT THE SOUTHEAST CORNER OF THE PROPERTY - ELEVATION 340,59
4 ^f%' %It'
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Road Profile 96th Place W Storm and Se
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NO CAP-
N 88*22'40" W 0.15' N. 0.39' W
92.00'
66,
9;�
EX. 5/8" IRON PIN,
NO CAP-
N 56*29'58" W-0.74',
3 S 33*30'02" E-0.24'
N 88'22'40" W
EX. 0.2' SQ. CONCRETE
MONUMENT WITH
TACK IN LEAD-
0.05- N, 96.22' E
K
/ 227th '
SRO OKMERE �lv —rsT I \ PL. SAf.
25' 25'
1 2 F8
REFER TO DETAIL ABOVE FOR
INFORMATION ON IRON PINS
LOCATED ON NORTH PROPERTY LINJ
Loo
EX. CASED CONCRETE N 88'22'40" W (M,BW)
MONUMENT WITH TACK 328.65' (M) 92.00' N 88'22'
VISITED: 10-13-00 N 88*27'30" W-328.57' (OLEl) Iq " �l
0 >
'361. 2
0
ui 2 tn
j 3
0
(2 - S 607
0,
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in 4 c�
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L0 (D
z 81, w (D 4 PLACE W.
228th PL. N 88*25'1
z 0 1
N 88*25'18" W-189.10' (M) 100.08, (M) ZO .1
0-- - _/
10 N 88-27'30;—W 189-09' (OVEl) 0 N 88*27'30" W
04 .5-V
ev
VL")
100-00' (OVEII)
EX. CASED CONCRETE
Ey CASED CONCRETE�
K. ELISE
SECTION 36, T.27N., R.3E., W.M.
CITY OF EDMONDS
SNOHOMISH COUNTYP WASHINGTON
ui
z
Al
cy)
40" W-236.65'
6A
9L�3
pll�M
mej
MONUMENT WITH TACK MONUMENT WITH TACK 0)
VISITED: 10-13-00 IN*LEAD PLUG 04 7
.0 -13-00 6
w VISITED: 10
00
0 co
F
3
cn
-4 - j\p\c, E3
25'1 225'j—
EX. IRON PIN WITH--"/ 10
CAP NO'D. 19640-
0.10' W, 206.98' N
\� �\ ? \'l P, _� _� �,v
BASIS OF BEARINGS
N 88*22'40" W - NORTH LINE OF THE NE1/4 OF
THE NE1/4 OF SECTION 36, T.27N., R.3E., W.M.
PER THE PLAT OF "PINECREST" AS RECORDED IN
VOLUME 13 OF PLATS, PAGE 55, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON
SCALE -. 1"=80'
50' loo, 150'
0 so' 160'
P J JA Er C R EE
w
1 04 93 92 CL
Lo
0 0)
c\l 228th STREET S.W. b
N
N 88*22'40" W (M,P) 1314.58' (M) 1314.31' (P)
I
30' 30'
(D
vo, EX. CASED 2" CONCRETE
FILLED IRON PIPE WITH�
PUNCH MARK
(D VISITED: 10-13-00
0
r I/' LEGEND
0
0 11-1
25 1 f 30
36* 31
EX. CASED 4"X4"
CONCRETE MONUMENT
WITH 2" BRASS CAP 3i 13�
VISITED: 10-13-00
NE CORNER OF
SECTION 36
z z
r- r-
N N
z z 'b�- V, M = MEASURED BEARING AND/OR DIMENSION
Iry
OLE1 = BEARING AND/OR DIMENSION PER PLAT OF "OLYMPIC VIEW ESTATES NO. 1", (VOLUME 18, PAGE 14)
000. ki
(o BW = BEARING AND/OR DIMENSION PER PLAT OF "BROOKMERE WEST", (VOLUME 33, PAGE 10)
oi
P = BEARING AND/OR DIMENSION PER PLAT OF "PINECREST", (VOLUME 13, PAGE 55)
SHM = BEARING AND/OR DIMENSION PER STATE HIGHWAY MAP
"MP 25.90 TO MP 27.39, EDMONDS: 5TH AVE. TO 236TH ST. S.W."
0-_ _� IN looll
c5o
b
0-
�V, EAST LINE OF THE
z 'Wit, -rup MiAll 1A
1'(5 ,, \.Tl) 1,4r-ll-t ur
EX. METAL CAP WITH
PAINTED NOTE "COR"— -55 kS ;_11 OF THE NEII/4 OF
S 15*27" A 0.70' SECTION 36
C14
EX CASED 1" PLUGGED IRON PIPE
VISITED: 10-13-00 EX. MONUMENT
FOUND IN
OCTOBER 1978,
L==,319.45' &—_12'48'34�' HELD FOR LINE
1 —.10,
R=-1428
'o
EX. CASED 2" CONCRETE w
FILLED IRON PIPE NTH =)
INVERTED NAIL z
VISITED: 10-13-00 �!l
<
0 -64
p., T.
ol WASO,
STATISTICS 0
z
EQUIPMENT: LIETZ SET 4 ELECTRONIC TOTAL STATION
METHOD: FIELD TRAVERSE
ACCURACY: CONFORMS TO WAC 332-130-090
MONUMENTS VISITED: 10-18-2000, UNLESS
OTHERWISE NOTED
EX. 3/4" IRON PIN-
0.27' W, 150.18' N
9
EX. MONUMENT WITH BRASS CAP
FOUND IN OCTOBER 1978
2 __T _s
32nd T. �._w.
1
22969
L0_
0 = EXISTING PIN AS NOTED
@ = EXISTING MONUMENT AS NOTED
LEGAL DESCRIPTION
THAT PORTION OF THE EASTERLY HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE
NORTHEAST QUARTER LYING NORTHERLY OF S.S. HIGHWAY NO. 1—W (ALSO KNOWN AS EDMONDS WAY),
SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST OF THE WILLAMETTE MERIDIAN; IN SNOHOMISH COUNTY, WASHINGTON;
EXCEPT COUNTY ROADS; AND,
EXCEPT THAT PORTION OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTHEASTERLY IN A STRAIGHT LINE TO A POINT
WHICH IS 35.0 FEET EAST AND 22.0 FEET SOUTH OF THE POINT OF BEGINNING; THENCE NORTHEASTERLY IN A STRAIGHT LINE
TO A POINT ON THE NORTH LINE OF SAID SUBDIVISION WHICH IS 92 FEET EAST OF THE POINT OF BEGINNING; THENCE WESTERLY
ALONG SAID NORTH LINE 92 FEET TO THE POINT OF BEGINNING.
AFN ieoozo6l 7,5_e9oz
IN NW1/4, NE1/4, SECTION 36, T.27N., R.3E.p W-1
LOVELL-SAUERLAND & ASSOCIATES, INC.
19400 33RD AVENUE W-p SUITE 200
LYNNWOOD, WASHINGTON 98038 425.775.159'
LSA FILE NO. 4211 SHEET 2 OF