20209 80TH AVE W.PDF111111111111
7120
20209 80TH AVE W
PLANNING DATA
NAME:- L&D-cwk
SITE ADDRESS: DATE:
ZONING. PLANCHK#:
PROJECT DESCRIPTION: A/6-1_1t/ spk
CORNERLO (Yes/No) FLAG LOT— Ab (Yes/No)
SETBACKS: f
Required Se&ck 0-
Front: 2-5 Left Side: —Right Side: Rear: '7
Actual Setbacks:
Front: ;P Left Side: Right Side: Rear: 1Jk
Street map checked for additional setback required?-- -(Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED -- (Y/N)
LOT COVERAGE:
Maximum Allowed: Actual:_
BUILDING HEIGHT-,
Maximum Allowed: Actual Height:
Datum Point: CO'4�,`0- Datum Elevation: -7 1
A.D.U. CREATED?:
SUBDIVISION:
CRITICAL AREAS
SEPA DETERMINATION:
LOT AREA: 2-0
OTHER:
.. CP- �I&W.
Plan Review By: ��7_5 DAJ -7a_vt,_-(aya
cffilesXpermitkAplandaLdoc
V
Nm Trepanier Engineering
Professional Civil Engineering
DRAINAGE CALCULATIONS
LANDSVERK EDMONDS SHORT PLAT
Job 98-011
June 10, 1998
One R/D system will be designed for the two lots using the
10-year storm and release and the 100-year storm and
release.
The existing structures will be or have been demolished.
Therefore, existing conditions are second growth forest.
Discharge is into an existing culvert which appears to be
installed to take this drainage.
Calculations follow.
6-0o'j
STREET
1420 Hewitt e Everett, Washington 98201 e Everett (206) 259-5556 9 FAX (206) 259-5558
6/10/98 10:46:50 an. Trepanier Engineei g page
LANDSVERK SHORT PLAT
BASIN SUMMARY
BASIN ID: 100YRDEV NAME: 100 YEAR DEVELOPED
SBUH METHODOLOGY
TOTAL AREA ....... 0.47 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE.--: TYPElA PERV IMP
PRECIPITATION .... : 3.00 inches AREA..: 0.22 Acres 0.25 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 7.81 mfg,,- 7.81 min
ABSTRACTION COEFF: 0,20
impTcReach - Sheet L: 50.00 ns:0.4000 p2yr: 1.50 s:0.3200
impTcReach - Shallow L: 260.00 ks:13.00 s:0.0320
PEAK RATE: 0.23 cfs VOL: 0.09 Ac-ft TIME: 480 min
BASIN ID: 10YRDEV NAME: 10 YEAR'DEVELOPED
SBUH METHODOLOGY
TOTAL AREA ....... : 0.47 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : TYPE1A PERV IMP
PRECIPITATION .... : 2.00 inches AREA..: 0.22 Acr 0 25 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 9 8 *. 0 OL---
TC .... : 7.81 m �z 7.81 min
ABSTRACTION COEFF: 0.20
impTcReach - Sheet L: 50.00 ns:0.4000 p2yr: 1.50 s:0.3200
impTcReach - Shallow L: 260.00 ks:13.00 s:0.0320
PEAK RATE: 0.14 cfs VOL: 0.05 Ac-ft TIME: 480 min
BASIN ID; a100YREX NAME: a100 YEAR EXISTING
SBIfH METHODOLOGY
TOTAL AREA ....... : 0.48 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : TYPElA PERV 11-MP --- 11
PRECIPITATION .... : 3.00 inches AREA..: 0 48 A s (0 . 0 0 kc re s
TIME INTERVAL .... : 10.00 min CN .... : 81:00 b-.10-6'
TC .... : 7.81 m�n� 0.00 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 50.00 ns:0.4000 p2yr: 1.50 s:0.3200
TcReach - Shallow L: 260.00 ks:13.00 s:0.0320
PEAK RATE: 0.12 cfs VOL: 0.05 Ac-ft TIME: 480 min
BASIN ID: a10YREX NAME: a10 YEAR EXISTING
SBUH METHODOLOGY
TOTAL AREA ....... : 0.48 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : TYPElA PERV I
PRECIPITATION .... :
2.00 inches AREA..: 0.48 Acre 00 cres
",p, -
TIME INTERVAL .... 10.00 min CN .... : 81.00 e.
TC .... : 7.81 min,,,---- 0. 00 mj_n
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 50.00 ns:0.4000 p2yr: 1.50 s:0.3200
TcReach - Shallow L: 260.00. ks:13.00 s:0.0320
PEAK RATE: 0.05 cfs VOL: 0.02 Ac-ft TIME: 480 min
6/10/98 10:46:51 am Trepanier Engineerxng page 2
LANDSVERK SHORT PLAT
STORAGE STRUCTURE LIST
UNDERGROUND PIPE ID -No 1
Description: PIPE ' 7 L'�
Diameter: - 3.00 ft.. Length: 87.00 ft.
Slope... : 0.0050 ft/ft upstr: dnstr:
STREPT-
.'r
6/10/98 10:46:52 am Trepanier Engineer -Lag page 3
LANDSVERK SHORT PLAT
-----------
DISCHARGE STRUCTURE LIST
MULTIPLE ORIFICE ID No. 1
Description: 1
Outlet Elev: 66.00
Elev: 66.00 ft Orifice Diameter: 1.0957 in.
Elev: 68.00 ft Orifice 2 Diameter: 1.5908 in.
S " Bob,
I KFF-r
..r
6/10/98 10:50:10 am Trepanier Engineer.Lng page
LANDSVERK SHORT PLAT
LEVEL POOL TABLE SUMMARY
MATCH INFLOW -STO- -DIS- <-PEAK-> OUTFLOW STORAGE
< -------- DESCRIPTION --------- > (cfe) (cfe) --id- --id- <-STAGE> id (cfe) VOL (cf)
.... = ---- = ..... = --- =.=-= ....... = ............... = .... = ..... = ... === ---- == .... —
10 AT 10 ..................... . 0.05 0.14 1 1 67.92 5 0.05 358.60 cf
100 AT 100 ................... 0.12 0.23 1 1 68.96 5 0.12 581.98 cf
ki
PERMIT APPLICATION REQUIREMENTS
ro: Applicant
From: —lama! Mehumud EE19 r D d- V -5 t16-5 - e—D�l C7 /Z—
:)wner: 2L.4 A(D-S Vc'Z /C- W' PlanCheckNo: �V-lfl
kddress: -Z pog- 9 0 7A1,4ve Date: 864,1���
4,fter review of the subject permit application, the following requirements must be met:
r.- Construction hours are: WEEKDAYS -- 7:00 A.M.-10:00 P.M.;WEEKENDS/HOLIDAYS - 10:00 A.M.-6:00 P.M.
r- A separate RIGHT-OF-WAY CONSTRUCTJON PERMIT is required for all work on public property. (ECDC 18.60)
EEZ;) '-'-) I-"/ -S,'441R7-- (--.19 r—
S- Truck haul route plan must be submitted and approved prior to permit issuance.
4-- Builder/owner is responsible for containinA all temporary ru�?,ff and erosion control on site (ECDC 18.30.030d).
6-,r 5 144 12 -7— Z-4 7-
1�- NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE
FACILITY. BUILDERIOWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING.
(ECDC 18.30.50G)
6,--FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION.
(ECDC 18.30) PM -S,'404-r
INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGHTLINES AND CATCH BASIN
INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 18.30)
Repair or replace all defective existing curb, gutter and sidewalk adjacent to the property. If an intersection is involved, a handicap ramp
may be required. Contractor shall meet with the City Engineering staff to determine the extent of repair prior to issuance of the permit.
(ECDC 18.90)
9---Driveway slope shall not exceed 14% without a waiver. Every attempt should be made to keepthe slope below 14%.. Waiver granted to
-L %. (ECDC 18.80.060D)
-10--Driveways must be paved fi 0j=kR@;@ City RIGHT-OF-WAY. A separate permit is required. (ECDC 18.80.060C)
-tr INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 18.30)
1-2 No burning of construction refuse without a permit from the Fire Department.
13- Connection to City water system is required. There is a separate charge for the water meter (ECDC 7.20).
A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20)
-t5-. Water and sewer main lines should be separated by 10 feet minimum. (ECDC 18.10)
-1-6—Connection to the City sanitary system is required. A separate permit is required.
LID# J-1jP Feespaid: Yes ---No Charge 6 5- _ (ECDC 18.10)
-rr. Underground wiring is required on all new construction, and for additions, alterations, and repairs that exceed 50% of the total assessed
value of the structure. (ECDC 18.90)
-r9-A FINAL ENGINEERING INSPECTION IS REQU*IRED PRIOR TO THE BUILDING DIVISION GRANTING OCCUPANCY
OF THE BUILDING OR STRUCTURE. (ECDC 18.90)
PRWAPP.dot
CA FILE NO.
Critical Areas Checklist
-------------------------------------------------------- ------
Site Information (soils/ topography/ hydrology/ vegetation)
1. Site Address/ Location: A L)if-
2. Property Tax Account Number:- 1c) Z 0 41 - Lp -7 -0 C.)
Z
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? Y yes; — no.
If yes; how is site developed? 5 F-
5. Describe the general site topogr�phy. 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 1 0-feet over a
horizontal distance of 66-feet).
- Hilly: s I lopes 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__� �0 floodplain of a water course.
9. Site contains a cTeek 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 (lawnshrubs etc) k/Q 5
11. Obvious wetland is present on site; U*r"�
-Por tis
J -is Z'
xftapp 9�
ed soil:.typ�(Sr.
btltRMNATION
City of Edmon
CRITICAL AREAS CHECK -LIST
The Critical Areas Checklist contained on this forr
j
to be filled out by any person preparIng
Development Permit Application for the City
Edmonds prior to his/her submittal of a developrr.
permit to the City. I
The purpose of the Checklist is to enable City
determine whether any potential Critical Areas
may be, present on the subject property.
information needed to complete the Checklist
be easily available from observations of the
data available at City Hall (Critical Areas invei
maps, or soil surveys).
I have' completed the attached Critical Areas
best of my knowledge (fill out the appropriate
Owner/Applicant:
Name
.�2 �5 0 -17
Street Address
K /?�, -5 C,--)
city State Zip
z1 7Y-2 - -Z -L
Televhe6
-3-
Date
is An applicant, or his/her representative, must fill out
a the checklist, sign and date it, and submit it to the
of City. The City will review the checklist, make a
nt precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Ff to Please submit a vicinity map along with the signed
or copy of this form to assist City staff in finding and
The locating the specific piece of property described on
)uld this form. In addition, the applicant shall include
or
other pertinent information (e.g., site plan, topography
aes, map, etc.) or studies in conjunction with this Checklist
to assist staff in completing their preliminary
assessment of the site
ist and attest that the answers provided are factual, to the
below).
Applicant Representative:
Name
Street Address
City State Zip
Telephone
Signature
Date
(over)
creception\janakad.doc
Duane Landuerh
230 174" S.W.
Bothell, WA 98012
Subject:
Dear Applicant:
CITY OF EDMONDS BARBARA FAHEY
MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works Planning/Building * Parks and Recreation *.Engineering e Wastewater Treatment Plant
March 13, 1998
Determination regarding Critical Areas Checklist # 98-60
Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City
is located on the reverse side of the form (bottom of page).
It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records.
IMPORTANTINFORMATIONTO BE NOTED.
PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT
ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHEC_KLIS OR CRITICAL AREAS STUDY,
The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a
project -specific determination.
moo, You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL .411111111111
PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED.
Permit applications include the following:
Enc: Determination
*Architectural Design Board
C:ReceptIonUana\CRLTR.doc
Building Permits
Conditional Use Permits
Subdivisions
Variances
Applications to the ADB* Land Use Applications
Any other development permit applications.
Thank you.
Sharla Graham
Acting Planning Secretary
0 incorporated August 11, 1890
Sister Cities International — Hekinan, Japan
Ilk=WORKS DEPARIMTr CHECKLION 'Date
BtiILDING PERMIT R�VIEW
-.TR,FF-T- FILF
Street Right -of -Way Ddsting
REQD
Access Easements Existing . -IS
REQD
.�Ut
.: tillty Easement.Exis��.��.�.,REQD
Lot per Subdivisionny-2Sf:3,-44B Plat
Assessor Map�
Z
Site Plan Checked for Accuracy �— �71 5
Underground Wiring Reqd.
04
Check Accuracy of Legal Description
Envirormientally Sensitive, Area
Environmental Checklist.Reqd.
Flood Hazard Zone
Shoreline Management Area
Z
Slope Soil, Vegetation.
Stream, Creek, Drainage Basin
Existing Zoning' Per Code llm�
Amenities Design Board Approval Reqd.
ADB # Approval
Board of Adjustment Approval Reqd.
Review By - -s- /, t A 1 Date:
-5�
Existing Water Main Size
Water Main, Reqd.
Service Line Reqd..
Hydrant Size Existing
Fi., :Hydrant Reqd. Per Fire Code Size,
-.4 Detector Check Meter Reqd.
Cross Connection Inspection
Fire Department Comments
Water Meter Charge Reqd.
Review by: Date:
Septic 'lank Design Approved Date:
Septic Tank Permit Reqd. Permit No.
Sanitary Sewer Availability Proi.
Drawing No. File No.
:3: Side Sewer Availability
W Sanitary Sewer Connection Fee Reqd.
W I Review By: Date:
ilk All� A& A& 10%�ffl& fn A A
q)en Ditch Existing ... . ..
Reqd.
Size
Culvert Reqd.
Indicdte on Site Plan
on swale open runoff
P4
0
CaLch Ba.sin Reqd.
Shoulder drainage uLiintain coliection
!.1,U-d1ole . reqd.
Soil Conditions and Ground WatLr
Indicate O'li Site Plan
Field Checked
ReNriEn.,7 by
— — — — M M M n
Date
— — — — — -
Q 12 9 ii 9 Q%
WNW is M!
— — — — — — — — — — —
Street Paving Reqd.
Curb and Gutter Reqd._
Sidewalk Reqd.
Curb Cut for Driveway Reqd.
t Reqd.
P�
Right -of -Way Construction Pe
Bond Reqd.-for Public Tmprov
nts
Street'Nam, Sign Reqd.-
Other Signing Reqd.
.f4 W
Pre Permit Site Inspection mde
BY: SSTM
TWATER
STREET
on
ENGINTEERIING
M LMM MLMAX AW
Special Requiren')ents listed in
Building Division
W�� W A L W M M M M M M W W W W W W W, r W W M 2
mem to Comamity Developmnt Departnent,
BY
Date
o
All items filled in on Buildin
Permit Application
r4
BY
Dr aiqirT-,s Starmed and Notations
—Date
I�Iade
fl,
BY
Ddte
,jApproved
by Public 'Noi.ks Depal-�-Ll"IL
Revised: lv 10-1977
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80 A
CITY OF EDMONDS BARBARA FAHEY
MAYOR
121 �TH AVENUE NORTH EDMONDS, WA 98020 - (425).771-OM - FAX (425) 771-0221
COMMUNITY SERVICES DEPARTMENT
(3 Public Works Planning/Building Parks and Recreation Engineering Wastewater Treatment Plant
July 29, 1998
Ted Trapanier
Trapanier Engineering
1420 Hewitt Avenue
Everett, WA 98201,
SUBJECT: Landsverk Shok Plat — 2020 80th Avenue West (S-98-043)
Dear -Ted,
In reviewing the mylar drawings submitted for the above -*referenced short plat, we
noticed some plat requirements were inadvertently omitted from the drawing. In
addition, the mylardoes notinclude information which was included on the print you
submitted in June. Listed below are items that need to be resolved before we can approve
the drawings.
I Second overflow orifice, drilled orifice size 'and -elevation are missing.
2.' Material for restrictor pipe.
3. PVC to CMP coupler not shown.Z",--
4. Show all utility easements. 6" water main easement along west side
of property may affect building location). Attached are copies of recorded
utility easements to assist you.
5. Water meters to be p . laced on 80th Avenue West at ihe property line.
6.' Show sewerlines and stubs to each property with appropriate cleanouts.
According to Item 8'of the Engineering Requirements for Plats, a new fire hydrant is
required, as well as an upgrade to the existing water main. I.discussed this with the
Hydraulics and City Engineers, and we propose the following two options that will help
you meet this requirement.
Up
. grade the existing 4 inch steel water main (approximately 5 5 0 feet) to
8 inch ductile iron from 2601h Street SW to the end of City right-of-way
on 80th Avenue West.
Connect the existing 4 inch steel water main on 80'h Avenue West to the
6 inch cast iron main on 202 d Street SW with approximately 220 If of
6 inch ductile iron pipe..
e Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
Ted Trapanier
Trapanier Engineering
July 29, 1998
Page 2
Regardless of which option you choose, a permanent water line utility easement along the,
southerly property line will be required f6f repair and maintenance. The easement may
be located ' so as not to hinder construction of the new house and can be immediately
north of the existing storin drainage easement. The fire hydrant should be placed close to
the end of the City right-of-way, without affecting driveways. Exact location can be
field -determined.
Along with the revised civil drawings for the subject short plat, please submit the
Engineer's estimate so we can determine bonding and inspection fees.
If you have any questions, please call me at 425-7711-0220.
Sincerely,
f
ADDISON 6CHR�ISMA=V
Engineering Specialist
ALC/cmc
Enclosures
c: Lara Knaak, Permit Coordinator
GAENGMYLS9843MEMODOC
Water Service Drawing
The City of Edmonds
EASEMENTNO . ............................................
NEW CONSTRUCTION REPAIRS 0 LID NO . .................. ASMT. NO . ..................
9BP5948
OWNERDWANK ...... ..................... ................... CONTRACTOR .................................................................................... PERMIT NO.
A L DESCRIPTION- LOT..NO . ......................................
JOB ADDRESS ZOZ:3-9 ......... 80 `4 S - W - LEGA' BLOCK NO . ....................................
..............................................
NAMEOF ADDITION ......... ................................. * ..........................................................................
-Ultca ppe
C-A&
RaTtAkLS
Approved: t2./91-99 m
PV4W-0001-11175 (REV.! 1178) DATE B, ...........................
Q
7
CITY OF EDMONDS
Address of Construction: ,,� ') C-�z ") q �Lq 1;'r �,, -c—
Property Legal Description (Include all easements):
l", 'Ll -, — , ____ -1 ------ 7
SIDE SEWER PERMIT
PERMIT N2 8990
Owner and/or Contractor:
State License No. C Building Permit No. e?
0 Single Family
C1 Multi -Family (No. of Units
C1 Commercial
0 Public
Invasion into City Right -of -Way: No El Yes
RW Construction Permit No.
Cross other Private Property: No El Yes
/P\
Attach legal description and copy of recorded easement
I ��,rtif�ctliat)-,Iiave read and -shall comply vvith all city requirements
as indicated on the back of the Pe'rmit'Card.
Dat;
* CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION *
OFFICE USE ONLY
FOR INSPECTION CALL 7+4-&M, PUBLIC WORKS DEPT.
Permit Fee: Issued By
Trunk Charg Date Issued:
Assessment Fee: Receipt No.*
Lid No.:
Partial Inspection: Date —Initial —
Comments
Reason Rejected: Date —Initial
Final Inspection Approved: Date 12-11 -U InitialOu—
PERMIT MUST BE POSTED ON JOB SITE
White Copy: File--- dreen Copy: lnsipectc�r Buff Copy: Applicant
Re�ised 3!90
t
The City of Edmonds
Side Sewer Drawing
EASEMENT NO . ............................................
NEW CONSTRUCTION t5, REPAIRS Ej LID NO . .................. . ASMT. NO . ..................
OWNER ............. ---------------------------------------------------------------------------------- CONTRACTOR ............................................................. ...................... PERMIT NO. ..Scliro
..........
JOB ADDRESS .... A0X0c�-!a0'r;4 AVJ;-: LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
........................ ...................... ...............................
PWW-0001-1 1175 (REV.1 1/78)
NAMEOF ADDITION .......................................................................................................................
I Lt
14
, 44*e
Approved:
DATE ...... LZ-/'.-57.t -------------- By ........... 0 ... Lf4
........ .......... r .......................
NOTICE:
No warranty of accuracy.
The information'shown on the attached
map(s) was compiled for use by the City of
Edmonds, its Employees and Consultants.
The City of 'Edmonds does not warrant the
accuracy of anything set forth on these
map(s�). Any person or entity -requesting a
copy should conduct an independent
inquiry regarding the information shown on
th-e rnap(s), including, but not limited to,
the location of any sewer stub shown. Such
sewer stubs may or may'not exist and may
or may not exist at the location shown.
Neither the City of Edmonds nor its
empl-oyee-s or office-rS shall be liable for the
information given on this map(s), nor for
any one representation provided based
upon said map(s),
Ae'.City of Edmonds
STREET FILEMEW
OWNER ...................................
ADDRESS....... ............................. ............... ......................................
to
APPLICATION
for
SIDE SEWER PER IT
CONSTRUCTION [j REPAIRS E]
EASEMENT No . ..........................................
CONTRACTOR .................. - .................
................
.....................
PERMITNo.
LEGAL DESCRIPTION: LOT No .
.............................................
BLOCK No . ............................................
NAME OF ADDITION
.....................................
........................
f 5,6- /�
6-1"
al li,IE
-4�
A P P.A ii V E D.
Approved:
DATE
................................
...... 0 ................ By
CITY OF EDMONDS
CIVIC CENTER — WATER -SEWER DEPARTMENT
SIDE SEWER PERMIT
Call pliospect 6-1101 when work
is ready for insPecUOn- (NO lusPee-
tions Saturday, Sunday or holidays.)
N2 1628
West--------------------------------------------------------------------------------------------------------------
A""nrll — ---------- ......... .........................
OWNER ---------- A19-:KAAder--F!rQ-V1X ----------------------------------------
Permission Is granted -------- February 16 _67— for ...................... days, to REPAIR or CONNECT a side sewer
...................................... Ig..--
with City Sewers in accordance with application on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING: A licensed Side sewer Contractor must
NOTE No. 1—The owners of the property may obtain a permit to construct sewer inside property line.
be employed to construct side sewer In street area. Do not cover any portion of sewer before It has been inspected.
NOTE No. 2—Obtain full Information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
at property line and 12 inches inside property line; minimum grade of 2�76-
NOTE No. 3—Top of side sewer must have at least 30 Inches coverage
No bends in grade shaxper than % will be permitted. Contractors shall be responsible for',
ed and surface of street restored to original condition
,40TE No. 4—Trenches in street must be water settl
failure due to improper work which may develop within one year of completion.
NOTE No. 5—it is unlawful to alter or do any other work than is provided for in the.permit, or to do any work on the main sewer or its ap-
purtenances except to Insert th6-pipe into the wye.
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N 140.00'
IMPERVIOUS SURFACE CALCS LOT PARCEL A
PROPOSED BUILDING PAD: 1,363 SF. The West 140.00 feet of the Southeast Quarter of the Northeast Quarter of Section 19,
PROPOSED PATIO: 96 SF. Township 27 North, Range 4 East, W.M.;
PROPOSED GARAGE: 782 SF.
PROPOSED DRIVEWAY, 2,334 SF.
AS
EXCEPT the North 597.00 feet thereof; APPROVED
HEIGHT CALCS LOT 2
ALSO EXCEPT the South 584.00 feet thereof.
A= +73.2 AVE. GRADE= 77.2'
B= +77.4 ACTUAL= 101' Situate in City of Edmonds, Snohomish County, WA01 BY P N1 G
C- +82.6 MAXIMUM= 102.2'
D= +75.4 PARCELB
LOT COVERAG An easement for roadway purposes over the West 40 t of that adjoining property to tile
j
4,575 SQ. FT. North being:
TAX ACCOUNT PARCEJ The South 153 feet of the North 612 feet of the West 262 feet of the Southeast Quarter of
192704-1-102-0009
LLIC Northeast Quancrot OCCLion 17, LOWIISIIIP /./ Mrin, Range'* MaSL, W.M.
Situate in City of Edmonds, Snohomish County, Washington.
SITE PLAN STREETF-7.
DUANE LANDSVERK
CIVIL ENGINEERS FIELD BOOK NO.
TREPANIER ENGINEERING LAND SURVEYORS
1420 HEWITT AVE. (206) 259-5556 DATE OF FIELD SURVEY
EVERETT, WA. 98201 FAX: (206) 259-5558
DRAWN BY DATE DRAWN CHECKED BY SCALE FILE NO.
J. W. G. 08/11/98 T. W. T. 1"= 20 98011
1 1
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[34- D D D D Di )DL. S.W.
ff- 89*47'22" ,,-W 140.00'
IMPERVIOUS SURFACE CALCS LOT PARCEL A
PROPOSED BUILDING PAD: 1,363 SF. The West 140.00 feet of the Southeast Quarter of the Northeast Quarter of Section 19,
PROPOSED PATIO: 96 SF. Township 27 North, Range 4 East, W.M.;
PROPOSED GARAGE: 782 SF.
PROPOSED DRIVEWAY: 2,334 SF.
EXCEPT the North 597.00 feet thereof-, APPROVED AS �\,�OTEDL
HEIGHT CALCS t OT 9
ALSO EXCEPT the South 584.00 feet thereof.
A= +73.2 AVE. GRADE= 77.2'
8- +77.4 ACTUAL= 101' Situate in City of Edmonds, Snohomish County, Wasl NG
C- +82.6 MAXIMUM= 102.2'
D= +75.4
PARCEL B
r7
LOT COVERAG An casement for roadway purposes over the West 40 oin ing property to the
4,575 SQ. FT.
North being:
TAX ACCOUNT PARCEL The South 153 feet of the North 612 feet of the West 262 feet of the Southeast Quarter of
192704-1-102-0009
the Northeast Quarter of Section 19, Township 27 North, Range 4 East, W.M.
RECEIVED Situate in City of Edmonds, Snohomish County, Washington.
AUU 1998 SITE PLAN
DUANE LANDSVERK
PERMIT NTER
FIELD BOOK NO.
CIVIL ENGINEERS
TREPANIER ENGINEERING
LAND SURVEYORS
-A
DATE OF FIELD SURVEY
r-E: 1420 HEWITT AVE. (206) 259-5556
EVERETT, WA. 98201 FAX: (206) 259-5558
DRAWN BY DATE DRAWN CHECKED BY DATE CHECKED SCALE FILE NO.
98011
J. W. G. 08/11/98 T. W. T. 1"= 20
1 1
USE
ZONE PERMIT
CITY OF EDMONDS a C
0 'NUMB
CONSTRUCTION PERMIT APPLICATION joe - SUITE/APT #
OWNER NAME/NAME OF BUSINESS ADUHIEUb"I.
-I Ctri d sLje-r k f\ s 4-r I,, c-AT LEGAL DESCF31PTION CHECK[SUBDIVISION NO.
LID NO.
MAILING ADDRESS
Z 54? - 4 _S
0
0 w PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP Approved P4 A 7'El
CITY fir ZIP TELEPHONE NUMBER RW Permit Required)14IF5 0
tt, EXISTING REQUIRED DEDICATION Street Use Permit Req*d P/60
ci 4 7 1� — 7 1-f 2 ..? V 1___1 Inspection Required yvZ5 0
( J PROPOSED
NAME Sidewalk Required/Vo 0
w
_A -A fAQ j 0 1, NO. OF 511XJURES RVgUIRED I-
M
uj
ADDRuis NO 0
REMAAKSr
Rx
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CITY ZIP TELEPHONE NUMBER E6F6.�' w
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NAME 4/ C 77 0 A-1 O't /0
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1:�Otev C I III
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ac ADD_QESS le—
ENGINEERIDtG MEM9) DATED REVIEWPOBY
0
0
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(V
r TELEPHONE NUMBER
Z 0 Ul t,- FIRE MEMO DATED R
0
ROE
V
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ZIUN 1—i VARIANCE OR CU i s e'
Legal Description of Prope y -.1inblildif all easern 1 7
SEPA REVIEW SIGN AREA HEI
COMPLETE I EXEMPT ALL�CwEDd PROPOSED ALLOWED PRO POSED 0.0
7
LAP,
00j`RCPW.A,1 LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (Fr.)
v)
Lu ALL WED PROPOSED FRONT SIDE REAR FRONT UR SIDE.,� -REAR
0 Z
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CA13 -l� 6 -11, - iw_:�
Rk?peft 41"- 6--11 - 50-y LOT,AREA IN!NG EW BY e DA?1E..
TaN Account &
Parcel No.
2 REMARKS
QNEW RESIDEN�IAL PLUMBINGIMECH
%, ON —
COMPLIANCE OR
ADDITION D COMMERCIAL CHANGE OF USE
APT. BLDG.
REMODEL 1 1:1 1 SIGN HEC CTION c DE
RXtGM FENCE KFD 13Y TYPE OF CONSTR occur
JdN GROU
REPAIR CYDS. x —FT)
aim-
WOODSTOVE swim POOL SPECIAL INSPECTOR $D7CCUPANT
DEMOLISH INSERT, . HOT TUB/SPA
V I REQUIRED WAD
WGARAGE RETAINING WALL/ 0 YES
CARPORT D ROCKERY Ej RENEWAL REMARKS
PROGRESS INSPECTIONS PER UBC 108 Z
(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
NUMBER OF CRITICAL
C IT
DWELLING AREAS
F t i
So t UM
UNITS. 7
di TORIES T(�� UMBER
8 NUMBER jAk1h,
N
�i DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
PEPTION REQUIRED
VALUATION. FEE
FEE
DING
HEAT SOURCE: GLAZING
CA S PLUMBING
Plan Check No. MECHANICAL
Al
This Permit covers work to be done4on �rivlfe`property ONLY. GRADINGIFILL
Any construction on the public domain (curbs, sidewolks,
driveways, marquees, etc.) wi 11 require separate permission. �STATTETLiR&AAGE`
Permit Application: 160 Days STORM DRAINAGE FEE
Permit Limit: 1 Year - Provided Work Is Started.Within 180 68 -7
S, assig -30.
"Applicant, on behalf of his or her Apir a ENG. INSP!��IQ, x
Oisf b A
n :Successors in interest, agrees to Ind mni y, defe
Lu harriiless the City of Edmonds, Washington, i icials,
S of
m, eritployees, and agents from any and all claims fo� damage
cr:
< whatever nature, arising.directly-or indirectly from the issuance
of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT
modify, waive or reduce any requirement of any city ordinance
0 'any way the City's ability to enforce any ordininp'e"
nor limit in TOTAL AMOUNT DUE
rovision."
p 50
I hereby acknowledge that I ha'Ve reidthis application; thatIthe
PPLICATION APPROVAL
s correct; and that I am the owner, or the-,-�Uly ATTENTION A
information given i
authorized agent of the owner. I agree to comply with city and THIS PERMIT
This application is not a permit until
state laws,regulating construction; and in doing the work authoriz- AUTHORIZES
ned by the Building Official or his/her
ed thereby, no person will be employed In violation of the Labor ONLY THE Sig
WORK NOTED Deputy; and fees are paid. and receipt is
Code of the State of Washington relating to Workmen's Compensa-
acknowledged in space provided. s
flon insurance aria RCW 18.27, INSPECTION
'NER OR! AGEN DATE SIGNED DEPARTMENT A
SIG�ArYAE (OW y 6AT
EDMONDS
CITY OF ODOM Vq,
ATTENTION
INSPECTION
CALL FOP
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL.A FINAL INSPECTION HAS BEEWMADE AND APPROVAL OR� 771-0220 - File YELLOW - Inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
SECTION 109 J4, PINK - Owner GOL . D - Assessor