705 DRIFTWOOD PL.PDF11111111111111
10925
705 DRIFTWOOD PL
0.
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: DETERMINATION: E] Conditional Waiver 0 Study Required E] Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR: 254
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED: �5 -5
SEWER LID FEE $:
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:
OTHER:
LATEMPOS'PsTorms\Street File Checklist.doc
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7-
CITY OF EDMONDS
, �141
all -, '5 el-0 4 �-
SIDE SEWER PERMIT
9 0
PERMIT N2 9177
Address of Construction: 01—
Property Legal Description (Include all Pasements'
1� 1221 -n
Owner and/or Contractor:
State License No. 75t.5 161 Building P&mit No.
EDMONDS
REATMENT PLANT'
Single Family Invasion into City Right -of -Way
0. Multi -Family (No. of -Units- _-) RW Construction Permit No.
El Commercial Cross other Private Property: 15V�n 0 Yes
0 Public Attach legal description and copy of recorded easement
I/certify that I have read an-d--slia—F1 comply with�all6ty requirements Date
as indicated on the back of the Permit Card.
CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION
OFFICE USE ONLY
FOR INSPECTION CALL 77142ft-, PUBLIC WORKS DEPT.
?-,-2 C) 6;�R 31
Permit Fee: lssued�By
Trunk Charge: Date Issued: 2,1
Assessment Fee: Receipt No.: (C2 ?n,
Lid No.:
Partial Inspection: Date —Initial —
Comments
Reason Rejected: Date —Initial —
Final Inspection Approved: Date 9212-420 Initia&—.
** PERMIT MUST BE POSTED ON,JOB SITE **
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Re�ised 3!90
Side Sewer Drawing
The City of Edmonds EASEMENT NO - ------
NEW CONSTRUCTION E] REPAIRS ELK LID NO. .- .............. ASMT. NO . . ................
OWNER ... ........... ......... CONTRACTOR .....
V PERMIT NO.
JOB ADDRESS ......... 725--Dri--�t q4j. ql�
.. .... .............. .. LEGAL DESCRIPTION: LOT NO - ----- ....... ................. .. BLOCK NO. -- ......... ....
................. ...... ............. - ................................................................. - ........... ...............................
NAMEOF ADDITION ..... ........................................................................................
705
kbrf�WOd Pl,
9/77
'Cx'� fl.)u
R"" MllivO
3
PWW.OWI.l 1175 (REVA 1178)
DATE .......... - By
APPLICATION
for
The City of Edmonds SEDE SEWER PERMIT
NEW CONSTRUCTION C] REPAIRS EASEMENT No . ..........................................
117-07100
OWNER........... Cd.tj0ie.1y..-.M.. ................................................................. CONTRACTOR .................................................................................................. PERMIT No . .......................
ADDRESS ....... 7-O5-..Drff.twood-.L&ne ................................................... LEGAL DESCRIPTION: LOT No . .............................................. BI.A)CK No . ............................................
NAME OF ADDITION
0
DYE TESTED ON SEWER, 1972
Approved:
DATE................................................. By ......................................................................
APPUCATION
for
SIDE SIRWIM PURN"
"smimT No.. <3
NEW CONSTRUCnON RMPAMS 0 - - -----
....... eoVXR.6 .. 4-D ....... z .. 0-D CON79ELACTOR ......................... ..........
OWNM ...... 4-5-y— ........................................... PmtwaTNO.
7
ADDRESS ....... ...... LEGAL DESCRIMON: LOT No..... ............. 4 ------------------------ BLOCK No.
.................. 2.7
P- I F�-j 0 0 IIA 14AMM OF ADDMON ............... /YO..tn.t .............
Approved:
DATS: --YY--rF4.�.t . . ............
BY
PLANNINGDATA
SINGLE FAMILY RESIDENTIAL
I[... STREET=FILE I
Name: 9 �e�
Date: I � - )--S - I �-
Site Address:
Tax Parcel
�7 6) T/ oo -� 0
Project Description: "M'�'00
Plan Check#: i�;
Reduced Site Plan Provided: YES NO)
Zoning: S — ) -)—
Map Page:
Corner Lot: (YES / 0
Flag Lot: NO)
Critical Areas Determination #-.
El Study Required
JS,--waiver
SEPA Determination:
'19'�Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee El Checklist El APO List with notarized form
Required Setbacks
Strgt:
I L)
Side:
I !; ( C)
Side:
I E- ( b
Rear:
I
Actual Setbacks
Street: -TS
ide:
Side:
El Detached Structures:
El Rockeries:
El Fences/Trellises:
El Bay Windows/Projecting Modulation:
-U-Stairs/Deck:
Suildin Hek7ht
Datum Point:
Datum Elevation:
Maximum Height Allowed:
Actual Height: Ll
Other
Parking Required:
Parking Provided:
Lot Area:
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations:
ADU Created: (YES / NO)
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES NO)
Comments
A�
Plan Review By: vv,.,e V-\
Planning Data Form 07-1+09.doc
PLANNING DATA
NAME:
SITE ADDRESS:
71, :���Z-DATE:
ZONING: -]a
------ �PLAN CHK#: AP -107)
--j -
PROJECT DESCRIPTION:
CORNERLOT N
---,(Yes/No)
SETBACKS:
FLAG LOT IJ
—.(Yes/No)
Required Setbacks:
. Front:-&-LI-eft SIde:--&2 Right I Sid'e---ZZ) Rear:-Z<L
Actual Setbacks,
Front: 7 /9 i17,
--��Left Side: RIg;7S/e:
LAEL Id __/O Rear:
Street map checked for additional setback required? - - --J(��es/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED
LOT COVERAGE:
Maximum Allowed: Actual:
BUILDING HEIGHT:
Maximum Allowed: 0V -76'
Actual Height:
Datum Point:
aturn Elevation:
A.D.U. CREATED?:
SUBDIVISION:
CRITICAL AREAS #:- 74f '
SEPA DETERMINATION:
LOT AREA: P79 A/17)
OTHER:
Plan Review By.-
C%fijft%pMW0Apj&nd1LLdoo
0190-194-
City of Edmon&
Critical Areas Checklist
ne Cri fical Areas C hecklist 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
potentia ' I Critical Areas are or may be
present on the subject property. Ilie
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 histher representative,
must fill out the checklist� sign and date it,
RIEMEIVED
J U L 2.0 1994
COMMUNITY SERVICES
and submit it to the City. 1he City will
review the checklis4 make a precursory site
visit, and make a determination of the
subsequent steps necessary 'to complete a
development permit application.
With a signed copy of this form, the
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition the applicant shall include
other ;;;U7n;;t' information (eg. side,
plan, topography map, etc.) or studies in
conjunction with this Cheddist to assist
staff in completing their preliminary
assessment of thesite.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual to the best of my knowledge (fill out the appropriate column below).
Owner /.Applicant-.
MELVXtI Ckil-eji�-CY
Name
�7o 5-'�P.,ejr-rc000.p )?A-.
Street Addrem
City, State, ZIP Phone
2- 0' �Z'
Si� Date
Applicant Representative:
Name
Stied Addnm:
city, state, ZIP Phone
Signature Date
CA FILE NO.. 64
Critical Areas Checklist
nf, e
sit6 I- o n (s6*ds/topography/hydrglogy/vegetation)
1. ---.Site-Addr. n: TWoPD R E CEE I V EE D.
2. Property Tax Account Number: / .3 2, 7 0 -3 -3 02-.1, c> 0
JUL 2 0 1991,
3. Approximate Site Size (acres or squarefieet): 420 SQ-FT
4. Is this site currently developed? -�-�es; — no. PERMIT COWITER
If yes; how is site developed? 2A I -I Ar_
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 10-feet over a
horizontal distance of 66-feet).
Irdir. slopes pres�nt on site of more than- 15% and less than 30% ( a vertical rise
of 10-feet over a horizontal distance of 33 to 66-fect).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Odier (please describe):
6. - Site contains arm of year-round standing water: JJ(� Approx. Depth:
-7. Site contains areas of seasonal standing water: AJAO *_; Approx. Depth:
What season(s) of the yeaO-
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 Qawn,shmbs etc) c,-'- 11 -
11. Obvious wedand is present on site.
RcWOM0094
P
IN
EASEMENT AND JOINT SEWER AGREEMENT J.
For a good and valuable consideration, the grantors ]R11c;c;p11 g_ CnX:ni_qb and
Crprnpt C_ Corniab, his wife, ANn Nprnld nuffley and Marian T)iirilpy, his
W if e_ , hereb� 'grant to
Harold nutilpy anci PTarion niifflpy. his wifP. A%Tn RnIlab 'R_ Vii1snn, Jr- nnej
Olivia Wilson, his wife, an easement for the installation, operation,
and maintenani_�e of a joint sanitary sewer line"over, across, through, under and upon
the following described property, situated in Snohomish County, State of Washington,
to -wit: Snoh. County Auditor Records Easei-nents 1987381 and 2346109,
ten five
FIRST: There shall be an easement sax-1101eet wide, xmvee-4�1 feet on
either side.of the center line described in Exhibit "A", attached hereto
and hereby incorporated in full for this reference.
SECOND: The parties mutually agree that the necessary documents will be
executed to make the easement a matter of public record and they will
share the cost of recording equally. -
THIRD: The cost of maintenance, repair or reconstruction of that portion
of the sewer used in common shall be borne in equal shares, except that
the owners of any lower parcel shall not be'responsible for the part of
the sewer above their connection; and when necessary to repair,.clean or
reconstruct the sewer, the parties to this.agreement shall have a right
o , f entry for that purpose.
FOURTH: This agreement shall be -a covenant running with the land and shall
be binding upon all parties and their heirs and assigns forever. <
IN WITNESS WHEREOF we hereunto set our hand and seals this7-Zf day ofA=.-
in the year 147!�6
I /11�_;Z_:!::1-_�_ - . . -
(h b d)
Kndsband)
(husband)
(husband)
�_s_pouse)
0-It W1, f MA, _V41-i L411-PAJ A
spouse
spouse
STATE OF WASHINGTON
ss
COUNTY OF SNOHOMISH
0 n this ;Z��4 day of 19 '7 personally
-0 c)
<
- C:
a --4:
0c,
befo�e
me
to me known
to be the individual(s) described in and who executed the,within instru ' ment and
acknowledged that signed and sealed the same as?Xe oluntary act
=�/ free and v
. .......................... . . .
and deed for the u-s-es7-and purposes therein mentioned.
IN YITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the
day of in the year I�FW--
NO SALES TAX e
-31
4 REQUI.RED NOTARY PttBLIC in and for the State.of Washington
JUN 'Z' 7 1914
346353
NORTHSTREA M* LANE
VOL P C-7. CITY COPY
NEW (iii OWNSFOUTS
TO E>J'$TlWj SURFACE WATER
DRAINAGE SYSTEM
SITE PLAN
-�r 2&
\ S
WE614T rcAL=AjIQN
A WDO'
B wav,
C wb,
D W.5,
361 / 4 ; ISMI
9054250' a 1*.Ib' ALL
RECEEIvED
MAY 0 5 200.0
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
D BY N IN
5ENCHMARK
1-1/2"DIA ALUM. CAP IN CENTE
ASPHALT DRIVEWAY STAMPE
"MEYERINGG ASSOC"
E E
LEVATION a 100.00 (ASSUMI.
PRIFTAOOP PLACE
0 510 20 40 80 FT
EL. lic-
r T T.O. P,
NORTHSTREAM LAiqC-
VOL. 25/ 106. �,TREET FILE
CAONNECT ALL EXISTIWs AND ALL 3 FLOOR5 t N 114 W16 ww,- W/
NEW GUTTERS 4 DOWNSPOUTS
TO EYJSTIWj SUWACE WATER
DRAINAGE SYSTEM.
SITE PLAN
20'
ieW*ff Q&QLMICN
A WOO'
SSAV,
ess,
D so&
361 / 4 a SLIS'
305'45.0' w 1*.15' ALL
RECEIVED
MAY 0 5 2000
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
21
5ENCHMARK
1-1/2"DIA ALUM. CAP IN CENTE
ASPHALT DRIVEWAY STAMPE'
"MEYERINGG ASSOC"
ELEVATION = 10000 (ASSUM
PRIFTA00P PLACE
0 510 20 40 80 FT
11 0 er
EL. 116
T.O. P,
Z_
c�
�'2
EXISTING MONUMENT LOCATIONS
(MEASURED FROM NEAREST SET CORNER)
IRON ROD W/CAP STAMPED "R—M 9567" S 74-23' E, 1.25'
(2) IRON ROD W/CAP STAMPED "K.E.A. LS 20655" S 18*59" E, 2.14'
IRON ROD W/CAP STAMPED "K.E.A. LS 20655" S 24-07' E, 0 - 38'
IRON ROD W/CAP STAMPED -K.E.A. LS 20655- S 19-47' E, 2.38-
IRON ROD W/CAP STAMPED "K.E.A. LS 20655" S 29-07' E, 0.43'
IRON ROD W/CAP STAMPED "K.E.A. LS 20655" S 41'08'35' E. 2.98'
LEGAL DESCRIPTION
ALL THAT PORTION OF GOVERNMENT LOT 4, SECTION 13, TOWNSHIP 27
NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON,
DESCRIBED AS FOLLOW:
COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 13;
THENCE N 0'09'00" W, 468.60 FEET, THENCE N 72*02'00" W, 851.04 FEET
TO THE TRUE POINT OF BEGINNING; THENCE S 0'09'00" E, 52.81 FEET;
THENCE N 72*02'00" A 87.00 FEET; THENCE N 17'58'00" E, 2.00 FEET;
THENCE N 72*02'00" W, 40.0 FEET; THENCE S 17*58'00" W, 2.00 FEET;
THENCE N 72*02'00" W, 130.39 FEET TO THE EAST LINE OF THE GREAT
NORTHERN RAILWAY COMPANY RIGHT—OF—WAY; THENCE N 36*23' E ALONG
SAID RIGHT—OF—WAY. 52.90 FEET TO A POINT WHICH LIES N 72'02'00" W OF
THE TRUE POINT OF BEGINNING; THENCE S 72*02'00" E, 224.25 FEET TO
THE TRUE POINT OF BEGINNING.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS
OF RECORD.
BASIS OF BEARINGS
SOUTH LINE OF NORTHSTREAM LANE ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 23 OF PLATS, PAGE 87, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON.
IN ADDITION, THE PLAT OF SURVEY RECORDED UNDER A. F. NO. 8003065007 AND
CITY OF EDMOND SHORT PLAT S-27-80 RECORDED UNDER.A.F. NO. 830512303
HAVE BEEN USED AS THE BASIS FOR ESTABLISHING THE BOUNDARY OF THIS
SURVEY.
co
NORTHSTREAM,
LANE
. .............
%ft. -% 1%.
o
0
SCALE 1"= 20'
mm
I Em
0' 20' 30' 40'
-A Lt)
BENCHMARK
S-A 1-1/2"DIA. ALUM. CAP IN CENTER OF
ASPHALT DRIVEWAY STAMPED "MEYERING ASSOC"
NOTE
THIS MAP DOES NOT DEPICT THE LOCATION OF ALL UTILITIES
AFFECTING OR PROVIDING SERVICE TO THE PROPERTY. THE
OWNER SHOULD CONTACT THE UTILITY PURVEYORS TO ASCERTAIN
THE LOCATION AND DEPTH OF ALL UTILIIIES.
BENCH MARK
TOP OF 1-1/2" DIA. ALUMINUM CAP IN DRIVEWAY
STAMPED "MEYERING ASSOC."
ELEVATION : 100.00
DATUM : ASSUMED
LEGEND
0 = SET IRON PIN WITH PLASTIC CAP NO'D 12055/22969
0 = EXISTING MONUMENT AS NOTED,
= BEARING/DISTANCE PER LEGAL DE,SCRIPTION.
ELEVATION = 100.00 (ASSUMED)
0 OD
lc�-
IV,
Df
cllvv CW E �u �Ljj
BOUNDARY AND AS -BUILT SURVEY
FOR
JUR GEN K. RVEGER
IN SEl/4,SW1/4 OF SECTION 13,T.27 N.,R.3 E.AM.
CITY OF EDMONDS
SNOHOMISH COUNTYt WASHINGTO N
rl
c�
EXISTING MONUMENT LOCATIONS
(MEASURED FROM NEAREST SET CORNER)
IRON ROD W/CAP STAMPED "R-M 9567" S 74-23' E, 1.25'
IRON ROD W/CAP STAMPED "K.E.A. LS 20655" S 18-59" E, 2-14'
IRON ROD W/CAP STAMPED "K.E.A. LS 20655" S 24-07' E, 0.38'
IRON ROD W/CAP STAMPED -K.E.A. LS 20655" S 19-47' E, 2.38'
IRON ROD W/CAP STAMPED "K.E.A. LS 20655" S 29-07' E, 0. 43'
(a) IRON ROD W/CAP STAMPED "K.E.A. LS 206515" S 41-08'35' E, 2.9 8'
LEGAL DESCRIPTION
ALL THAT PORT10N OF GOVERNMENT LOT 4, SECTION 13, TOWNSHIP 27
NORTH, RANGE 3 EAST, W.M,, IN SNOHOMISH COUNTY, WASHINGTON,
DESCRIBED AS FOLLOW:
COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 13;
THENCE N 0*09'00" W, 468.60 FEET; THENCE N 72'02'00" W, 851.04 FEET
TO THE TRUE POINT OF BEGINNING; THENCE S 0*09'00" E, 52.81 FEET;
THENCE N 72-02-00- W, 87.00 FEET; THENCE N 17'58'00" E, 2.00 FEET;
THENCE N 72 02'00" W, 40.0 FEET; THENCE S 17*58'00" W, 2.00 FEET;
THENCE N 72 02'00" A 130.39 FEET TO THE EAST LINE OF THE GREAT
NORTHERN RAILWAY COMPANY RIGHT—OF—WAY; THENCE N 36*23' E ALONG
SAID RiGHT—OF—WAY 52.90 FEET TO A POINT MICH LIES IN 72*02'00" W OF
THE TRUE POINT OF BEGINNING; THENCE S 72*02'00" E, 224.25 FEET TO
THE TRUE POINT OF BEGINNING.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS
OF RECORD.
BASIS OF BEARINGS
SOUTH LINE OF NORTHSTREAM LANE ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 23 OF PLATS, PAGE 87, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON.
IN ADDITION, THE PLAT OF SURVEY RECORDED UNDER A. F. NO. 8003065007 AND
CITY OF EDMOND SHORT PLAT S-27-80 RECORDED UNDER A.F. NO. 830512303
HAVE BEEN USED AS THE BASIS FOR ESTABLISHING THE BOUNDARY OF THIS
SURVEY.
iv o
o/
0
0 0-
yy
8 �2,
.00,
81 co
Y)
SCALE 20'
0, 20' 30' 40'
RLE4, c -_ g v E D
C
BENCHMARK
1-1/2"DIA. ALUM. CAP IN CENTER OF
ASPHALT DRIVEWAY STAMPED "MEYERING ASSOC"
ELEVATION = 100.00 (ASSUMED)
NOTE- �wo
THIS MAP DOES NOT DEPICT THE LOCATION OF ALL UTILITIES OD
AFFECTING OR PROVIDING SERVICE TO THE PROPERTY. THE
OWNER SHOULD CONTACT THE UTILITY PURVEYORS TO ASCERTAIN
THE LOCATION AND DEPTH OF ALL UTILITIES.
BENCH MARK
TOP OF 1-1/2- DIA. ALUMINUM CAP IN DRIVEWAY
STAMPED "MEYERING ASSOC."
ELEVATION : 100.00
DATUM : ASSUMED
I FrFNr)
0 = SET IRON PIN WITH PLASTIC CAP NO'D 12055/22969
o = EXISTING MONUMENT AS NOTED.
) = BEARING/Di STANCE PER LEGAL DESCRIPTION.
BOUNDARY AND AS -BUILT SURVEY
FOR
JURGEN K. RIEGER
IN SEI/4,SW1/4 OF SECTION 13,T.27 N.,R.3 E.,W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON