18019 ANDOVER ST.PDF11111111111111
10167
18019 ANDOVER ST
Clk, OF EDMONDS Call - PRospeet 6-1107 when work
CIVIC CENT ATER-SEWER DEPARTMENT Is ready for Inspection. (No Inspec-
tions Saturday, Sunday or holidays.) N? 2976
SEWER PERMIT
18019 Andover Road
------------------------------------------ * ------ ------
. ............ Q��prge E. Brown Western Sewer Const.
................................................................ CONTRACTOR ................................................................................
Permission is granted ......................... Mc�y 13.,19..68, for..
... ...... ...................... days to REPAIR or CONNECT a side sewer
with City Sewers in accordance with application on file and governing ordinances.
I
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE No. I —The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must
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.
NOTE No. 3—Top of side sewer must have at least 30 inches coverage at property line and 12 inches Inside property line; minimum grade of 2%.
. No bends In grade sharper than % will be permitted.
NOW No. 4—Trenches In street must be v�ater settled and surface of street restored to original' condition. Contractors shall be responsible for
failure due to Improper work which may develop within one year of completion. I
N6�E'Wo. 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 appur-
tenances except to Insert the pipe into the wye, .
CIT* OF EDMONDS - SIDq*EWER PERMIT
WATER -SEWER DEPARTBMNT
PERMIT N? 5 4 5 3
Call 775-2525 for side sewer inspections BEFORE covering any portion of the construction.)
Inspection will be provided within 24 hours after requat. NO Sat., Sun., or holiday inspections.
ADDRESS LOCATION OF CONSTRUCUON .... !U19 Andover Road
............................................................................................ .. . ..............................................
PROPERTY LEGAL DESCRIPTION ..................... SEE ... ATTACHED ..........................................................................................................................
.... .. .....................
I ...................... . ........................... ...................... . ......................................................................................... .................................. . ..................................................
................................................................ OIVVIS�ERAI-MIOR BUILDER__QEQRa .. K,__BR0.M_ It ... at .................... . .......................................................
TRACTOR'S NAME & ADDRESS ....... MEOWNER ........................................................ . ...........................................................................................
*:Ion is granted ........... . ..... AP ........................
wii..�
4 ----- ------------- 197.6 ... for repair and/or connection of a side sewer to the city sanitary sewer
system in accordance with City of Edmonds ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE No. I —The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must be employed to construct
side sewer in street area. Do not cover any portion of sewer before it has been Inspected.
NOTE No. 2—All work performed in city right-of-way requires an Invasion of Right -of -Way Permit obtainable from the City Engineer's office.
NOTE No. 3—Obtain full Information regaxding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
No* 4—Top of side sewer must have at least 30 inches coverage at property line and 12 inches Inside property line; minimum grade of 2%. No bends in grade
shaxper than % will be permitted.
0. 5--Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to improper
N work which may develop within one year of completion.
N 0#
No. 6—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 appurtenances except to In-
sert the pipe into the wye.
DISAPPROVEDDate .... ................................... By ---------------- Date .................................... By ................ Date ............... . ................... By ................
APPROVEDDate ... . .......... . .............................................. BY --- - ------ - -------------------------- - -- - ---------------------------------------------------------------------------------------
Remarks: ....... Repaix .. Paimit-Only .................................................. . ....................................... ............... ...................................................
..................................................................... . ........................................................................................ . .................................. . .......................................................
BOTH Permit Copies MUST Be Signed By Owner of Firm Performing Construction PRIOR To Request For Inspection
I ....................................................................................... ... I hereby certify that the side sewer installation constructed under this permit
(Owner of Contracting Firm Performing Construction)
was insWled in accordance with all governing ordinances of the City of Edmonds.
I
Datedthis ............................ day of ................................................................. 19 .........
V V Check BEFORE you dig for: Water 0, Gas [], Telephone [], Power 0, Sewer 0, Other C] V -V
CITY OF EDMONDS S(DE -SEWER PERMIT
WATER -SEWER DEPARTMENT
4P PERMIT
(.C..I� �775:? BEFORE covering any portion of the construction.)
��25, .1be- M�. sewer inspections
00" provided within 24 hours after requst. NO Sat., Sun., or holiday inspections.
ADDRESS LOCATION OF CONSTRUCTION .... �1�..Andever Road
.................................
PROPERTY LEGAL DESCRIPTION .......
ME ATTAGM
............................................................................
.................................................. . ...................... . ........................................................................ .................................................... ..................................................
................................................................ 0147NERANDJOR BUILDER.-GEORGE-Y ...... BROWN ....JR . .................... . ............... : ........................................
CONTRACTOR'S NAME & ADDRESS ...... H01NEORM ........................................................ . ......... / ...................................................................................
Permission -is granted ................... April .... 8-,, .. ..........
..... ....... ... _., 197§.., for mpat, and/or connection of a side sewer to the city sanitary sewer
sTaghm in accordance with City of Edmonds ordinances.
M
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE No. 1—The owners of the property may obtain a permit.to 'construct sewer inside property line. A licensed Side Sewer Contractor must be employed to construct
side sewer In street area. Do not cover any portion of sewer before it has been inspected.
NOTE No. 2—All work performed in city right-of-way requires an Invasion of Right -of -Way Permit obtain -able from the City Engineer's office.
NOTE No. 3—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
NOTE No. 4—Top of side sewer must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2%. No bends in grade
6 - sharper than % will be permitted.
No. 5--Trenches in street must be water ' settled and surface of street restored to original condition. Contractors shall be responsible for failure due to improper
work which may develop within one year of completion.
No. 6--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 appurtenances except to in-
sert the pipe into the wye.
DISAPPROVEDDate ... . ....... ..... ............ Z--..-,B _7 . ......... Date .......... .. .. ...... ....... By ................ Date ...................
APPROVEDate ........ . ... .. .. ..... . ... ...... .............. By._. ! . ...... .................. . ...............................................
..................
e t -----------------------------------------------------------------------------------
R..rks: Repairr I &rimit Only.
.............................................................................
'BY ................
.................................................................................................................................................................................................... . .......................................................
BOTH Permit Copies MUST Be Signed By Owner of Firm Performing Construction PRIOR To Request For Inspection
....................................................................................... ... I hereby certify that the side sewer installation constructed under this permit
(Owner of Contracting Firm Performing Constructio'n)
was Ins.Yled in accordance with all governing ordinances of the City of Edmonds.
Datedthis ............................ day of ................................................................ P 19 .........
V V Check BEFORE you dig for: Water E], Gas E], Telephone E], Power E], Sewer E], Other E)
a
ADDRESS: ANQ�wul J�id
TAX ACCOUNT/PARCEL NUMBER: ZI 0410bi
.. BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
CRITICAL AREAS 1// 05 — I I �) DETERMINATION: [] Conditional Waiver F] Study Required Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
Lp �2
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
LATEMP\DSrs\Fomis\Street File Checklist.doc
#P20
is
Ile. 1b7-
City of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
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 subi ittal of the application to the City.
The purpose of the Checklist is to enable Pity 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 easil y
available from observations of the site or data available at
City Hall (Critical areas inventories, maps, or soil
surveys).
Date Received: �F-S - f- - 0 S
City Receipt M a I
Critical Areas File#: 05-113
Critical Areas Checklist Fee: $135.00
Date Mailed.to Applicant: 93- k 8
A property owner, 'or his/her authorized, 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 determination of the
subsequent steps' necessary to complete a development
permit application.
Please submit avicinity map, along with the signed copy
of this form to 'assist 2 City staff in findingand locating the
specific piece of property descriibed on this form. In
addition, the applicant.� shall include other: pertinent
information (e.g.. site plan, topography map, - etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant� and his/her/its he irs, and assigns, in consideration on the processing of the application agrees
to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action' or infraction based in whole or part upon false, misleading, inaccurate or
incomplete information furnished by the applicant, his/her/its agents or employees.,
By my signature, I certify that the information and exhibits herewith submitted are true and correct to* the best of my
knowledge and that I am authorize t his a lication on the behalf of the owner as listed below.
SIGNATURE OF APPMANVAGENT DATE
Property Owner's Authorization
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for Wpublic officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and p6;fitrg a�teAdarq to thisapplication.
M WIA W, FWA
Owner/Applicant:
Narrie
Street Addressi
City State zip'.
Telephone: -nvwl
DATE VokK
Applicant Representative:
Name JZ/41 vp��
DIA,^ og
Street Address 0 �?4j
� - City' - - - , . State
Telephone:
Email address (optional): - Email Address (optional):
Zip
0
#P20
CA File No.
Critical Areas Checklist
Site Iniormation (so'ils/ to*pogr4phy/ hydrology/ vegetation)
1. .51te Addres sl Location:
2. Property Tax Account Number: ..1710q&b\00100, (*I'ODI b 0 0
3. Approximate Site Size (acres or square feet):
4. Is this site. currently developed? 4- yes; no.
If Y es; how is site developed? 4v"
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-fee"t over a horizontal
distance of 66-fee0i
Hilly: slopes present on site of more than 15% and less than 30% (a �verticaI 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. Sit6 contains areas -of year-round'standing water: 00 ;Approx. Depth:
7. Site contains areas of seasonal standing water: Approx'. Depth:
What season(s) of the ygar?
8. Site is in the floodway floodplain C',10 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 )C ;-meadow shrubs mixed
urban landscaped (lawn, shrubs etc)
11. Obvious wetland is present on site: NO
For. City Staff Use Only -
1. Plan Check Number, if applicable? MQYlt, !jjV4EY\,-
2- Site is Zoned?
3. _SCS mapped soil type(s)? (0'- MckYWOD&VYlooWl 161YI61 WMQIK. 6-1 U 61 DM'6-
4. Critical Areas inventory or C.A.. map indicates Critical Area on site? Lj.PAV'F- Yy1eA!pjy-tcU(_6Ltrf2-
j2u+c-vn-hm &�eton V\as_av-A ( ila-ac>-/.
5. gite within designated earth subsidence landslide hazard area? MD!,-W1A+ iQU.A'1AJ'r1ia
0 f—H (-4'a I 4-v yna le�e, -fwi a I d c4t+-m r ki q -h'ryl
DETERMINATION
STUDY REQUIRED WAIVER
Reviewedbr. Date: 0 16 /1 f I V9 0!�;_
Critical Arm Checklistdoc/3.25.2004
0 0
PLANNING DATA STREET=FILE
SINGLE FAMILY RESIDENTIAL
Name: E-a-a\etz-x�-od 6mee-, a:cc,.
Date:
Site Addres s: 1530iq Analovex-
Plan Check #: p()0G_ C.)r
P9Q
Project Description: Reaek*&r� ex e:A. res',c(ence czAjv YNe--
Reduced Site Plan Provided: NO)
Zoning:
Map Page: Z56
Corner Lot: (YES
Flag Lot: (YES /e)
Critical Areas Determination #: QA-a0Q6- 01 1-N
El Study Required
XWaiver
SEPA Determination: Egema
Exempt
El Needed (for 500 cubic yards of grading or site within 200 feet of Puget Sound or Lake Ballinger) -WA
0 Fee 0 Checklist 1:1 APO List with notarized form
Street:
Side: (A/
Side: (S� to/
Rear: (E)
-La -
Actual Setbacks
Street:
Side:
Side: (S�
Rear: (.� :3ct
Detached structures: No(\e. s�noar\ a(\
Rockeries: Ext6M C-OcAqer ly 'S6,Zn on
Fences/Trellises: Ex(i "n
"I 0\ CP- S"V\ on
Bay Windows/Projecting Md-dulation: Al 6Am9o,-N% (Pm
El Stairs/Deck: Noe\e, elic :,,z (\ o,.\ 0".
Height
Datum Point: Us -A Rt-cy,,
Datum Elevation: + Z0-7-
Maximum Height Allowed: 1 C6
Actual Height: (3:53 o
Other
Parking Required:
Parking Provided:
Lot Area: Grce, p 0. ;t3Z A4 to
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations: -a 0900
--5, o90 41 2?2 0 -4-�,
�ADU Created: (YES / (9
Subdivision: LL- Qma ogg
Legal Nonconforming Land Use Determination Issued: (YES AD
Comments
Ole Ay
Plan Review By: Planning Data Form 04-11-06.doc
#P20
Critical Areas Checklist
Site Information (soils/ topography/ hydrology/ vegetation)
1. Site Address/ Location:
2. Property Tax Account N
CA File No:-
3. Approximate Site Size (acres or square feet)- �S,00) ��
7--
4. Is this site currently developed? yes; — no.
If yes; how is site developed? > MN
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 664eet).
Hilly: slopes present on site of more than 15% and less'than 30% (a vertical rise of 10-feet
over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30.%.present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round'stdnding water: .;Approx. Depth:
7. Site contains areas of seasonal standin Appro�. De
9 water: pth:
What season(s) of the, year?
8. Site is in the floodway LCj floodPlain NO 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: 03
For City Staff Use Only -
1.
Plan Check Number, if applicable? MIDY11C, !�jV4rV-,-
2.
Site is Zoned?
3.
SCS mapped soil type(s)? 60% A-1c(tYW0pcA-QVV0,aA,1 160161 L0MP1K4(:j
0-115 61 DPt,5.
4.
Critical Areas inventory or C.A. map indicates Critical Area on site? _L_ I Q A-?- YA
(A I? 'I YI CA CAAT—�2
ppi,c4n-hoo 4E/yy,�-,(Gvi Ocrz_ay-A ( 115-ag-k swec'-:'l
5.
Site within designated earth subsidence landslide hazard area? WD:j OL&t �)MA1A,4"r),Q
ofh (�ja I 4-y m a -h-yi m ( d c4y�-m r YA i -h' 6-ri -
DETERMINATION
STUDY REQUIRED
WAIVER
Reviewedby: Date; 0 46 11 f5 /
'1'0 0 �5-
Critical Areas Check[ ist.doc/3.2 5.2004
V EDA, #P20
0
City of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Inc. I S9,� Fax: 425.771.0221
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 the application 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).
Date Received: '76 — � -5 - 0 c_�>
City Receipt#: QCg2 I
Critical Areas File #: 5 —11-3
Critical Areas Checklist Fee: $135.00
Date Mailed to Applicant: 6— k 8=ZQCJ5
A property owner, or his/her authorized, 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 determination of the
subsequent steps necessary to complete a development
permit, application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in fin.dingand locating the
specific piece of property described on this form. In
addition, the applicant,, shall include other - pertinent
information (e.g. site plan, topography map, -etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the p roc'essing of the application agrees
to release, indemnify' defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part upon -false, misleading, inaccurate,.or
incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I certify that the information and exhibits herewith submitted are true and correct to' the best of my
knowledge and that I am authorized to his a lication on the behalf of the owner. as listed below
Is 11C
SIGNATURE OF APPLicANT/AGEN DATE
Property Owner's Authorization
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for Wpublic officials, and the staff of the City� of Edmonds to, enter the subject property for the
purposes of inspection and p6;titrg alteAdant to this. application.
SIGNATURE OF OWNER ) 4Z
VIV V / . . -
Owner/Applicant:
Nanle
Street Address(
City State zip.
Telephone: (4'�
DATE
7�
Applicant Representative:.
Name
Street Address
City State -Zip
Telephone:
Email address (optional): Email Address (optional):
APPLICATION
e City of Edmonds for EASEMENT NO - --------------------------------------------
SIDE SEWER PERMIT
NEW CONSTRUCTION REPAIRS 0 LID NO . .................. ASMT. NO . ..................
OWNER ...... W. EE!n.V=;C:�'-NV-A CONTRACTOR PERMIT NO.
------------------------- ---------------- ---------------------------- .........................
JOB ADDRESS EjP2 F:l, -17774P-4r-_=C�� ----- BLOCK NO - ------------------------------------
............
. ..... LEGAL DESCRIPTION: LOT NO . .................................
NAME OF ADDITION .....................................................................
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Approved:
DATE B
......
�. ......... ............. _
APPLICATION
'the City of Edmonds for
SIDE SEWER PERMIT
NEW CONSTRUCTION REPAIRS
EASEMENT NO . ................ . ... .........
LID NO.\ --- ...... .. PSM�
OWNEP - ------ W 'Tit
--------- 160 ------------------------
CONTRACTOR
---------- PERMIT NO.
JOB ADDRESS j.t5.t)j--q ---- Eo-(W -------------
LEGAL DESCRIPTION: LOT NO - -----------------------
-------------- BLOCK NO - -------- ---------------------------
n7 Al
.......................................................................................................................... ----------------------------------------
NAMEOF ADDITION -------------------------------------------------------------------------- ........... ......................
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Approved:
(AoljV'lA-rjC0 Al/ OOMOO /./&46
DATE ............................................
By ................................................... .
The City of Edmonds
APPUCATION
for
SIDE SEVVM PFRNW
NEW CONSTRUCTION [] REPAIRS 0
EASEMENT No - -------------
Z-
ro 4 Alta ;AeNTRACTOR �.S-14r;U.CA .............................. PERMIT N
OWNER .......... .
.............
ADDRESS ............ LEGAL DESCRIPTION: LOT No. - ............................................ BLOCK No . ...............
A W.--
101-9, '4'07c/avek HV'A NAME OF ADDITION ..................................................................................
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Approved:
DATE ----------- By�
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Oct
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OWNERICON11HACTOR IS RESPONSIBLE
FOR EROSION CONTROL AND DRAINAGE
SprN
WAY,
1 16
Sizing Cakulations (per pg. 25 of RG
Soil*drainage rate 7+ inches per hour per test described on pg
15-17
ntributi���a IW4�O square feet
�66
_per as-,:Zili
Desired ponding depth 6 inches
l5esi-re-d performance &EsT Sfe-rT&Tz-
level
Region 2, Edmonds,
Rainfall Region per map on pg 22
per Rain Garden sizing
Sizing factor
chart o
RESULTS
Required size of top
surface 2f gqn ing area 4-��. 4-eZ SF.
Design dimensions for
top surface of ponding 7' wide x 16' long 112
area SF
Overflow containment 9'wide x 18' I�n!F-� FL.4
area SIF
I
�:ivi4 HVIERING
I ';�.
FOR REFERENCE ONLY
BioretentionlRain Garden Plam
Rain garden designed according to the Rain Garden Handbook for Western
Washington.
Per handbook, steps were taken to design.a rain garden to accommodate water runoff
from roughly 1700 sq ft of existing bluestone patio. Per handbook (pg. 15) a 24" test
hole was dug in the proposed rain garden area. It was filled to 12" With water 3 times,
ea6h time drained fully within 2 hours (first tw ' o tests drained instantly, third test resulted
in full drainage intwo hours), resulting in a drainagerate of 7+ in/hr (see pictures of third
test attached). According to the rain garden sizing chart (pg. 21) and based on our
location sited in region 2 (per map on pg. 22), for a drainage rate of 2.5+ in/hr and for a
rain garden with GOOD drainage, a sizing calculation of 6% of the 1700 sq ft impervious
area results in a rain garden sized 102,sq ft.
The proposed rain garden is sited more than 5 feet from the northern property line and
more than 10 feet from any. building structures. A hose was run over the patio area in
various locations for 1+ hour each which resulted in a small amount of water running to
the northeast corner of the patio. (it should be noted that based on observation it
would appear that ther majority of the water resolved into the sand joints between the
pavers.) It was determined that a pickup drain should be positioned in that location.
Proposed rain garden location is sited such that water runoff will drain by gravity. From
the pickup drain, a 4 inch pipe will run under patio stairs and into proposed rain garden
for collection. See attached as -built for,rain garden location and attached rain garden
schematic for details.
MAYESTESTING ENGINEERS, INC.
20225 Cedar Valley Road Suite 110 Phone 425-742-9360
Lynnwood, WA 98036 Fax 425-745-1737
RESUB
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Material: Brown sand with gravel
Source: Job site
Classification
Client. RMS Engineering Laboratory Testing
2014
Project: McCallister - Andover St.
P
Date Rec'd: 2/20/2015
Tested By: K. Burke Date Tested: 2/24/2015 Reviewed
Dale WcLef. Lab Manager
Information in this report applies only to the actual samples tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc.
MTE Form #143, Rev 2, 6-02
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
11 STREETfLLEJ1
Nam
Date: 1-2, (-2
Site Address:
Plan Check #:.*-10 2-0 ILI 3'2-
Project Description: A(26,do
Reduced Site Plan Provided: (YES 14p)
Zoning:/(? 2,
Map Page:
Corner Lot: (YES
Flag Lot: (YES /(S)
Critical Areas Determination. #: /Y)
3
Study Required
OLWaiver
SEPA Determination:
O-Exempt
'El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Required Setbacks
Stpet:
Side: 0
,4/
S�e:
R?ar:
Actual
Street:
3-7
Side:
Detached Structures:
Rockeries:
El Fences/Trellises:
Bay Wi d /Projecting Modulation:
a
Stairs/�ep
Height
Datum Point: C F2 b �(AJ C.) riek-e/'
D -T.6
,Sum Elevation:
Maximum Height Allowed:
-A4ctual Height:
: 1. ., 36
Other 7.�
Parking Required:
Parking Provided:
Lot Area: Z ro s-
Maximum Lot Coverage: 35% Proposed: QJ
Lot Coverage Calculations:
�ov �(� *-c;1 cid(Ni-J, 4- U
ADU Created: (YES -3o
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES
lit Comments
74 )Ug' t-1 7- 3
-1,�
� - 310.
C 305-,TI
L f) ?A f
Plan Review By:
Planning Data Form 04-11-06.doc
DRAINAGE PLAN NARRATIVE FOR THE BUILDING ADDITION
for the McCallister Residence at 18019 Andover Street in Edmonds WA.
The existing house was constructed about 8 year ago on a 154 byl3l foot lot in Edmonds
Washington. The city's records show that the original design was approved for
construction of a house driveway and parking area consisting- of about 4850 square feet of
impervious surfacing.
A Geotechnical Report for the lot was prepared for the design with a soil infiltration
system to mitigate the proposed impervious surfaces. The report notes that 4 test pit were
excavated in, August of 2005. From this site investigation the geotechnical engineer
determined that the soil present was a "relatively clean sand" 6 feet deep and provide
excellent basis for on -site infiltration." They selected maximum design infiltration rate
of 20 inches per hour. A trench section for the infil tration trench was included in the
report that appears to be a typical trench allowed by the city. An approve infiltration,
trench design was made by the city on 8/3/06 and this approval is herein attached. No
asbuilt of the trenchinstallation was uncovered in the file.
After some recent site inspections, with aid of the landscaping contractor, it appears that a
50-foot trench was install in a north south direction along the east side of the house. The
approved design illustrated very similar trench was original designed along the north side
of the house. The site inspection yielded several down spouts thatappear to be draining to
the catch basin which outlets into the trench found east of the house.
The proposal is to add a building addition to the house in two different locations. The
total additional imperious area is only about 206 (99 +105) square feet. There also exists
a wood deck and stairway along the north side of the house not shown on the original
approval. This area encompass about 450 addition square feet that city typically classifies
as impervious surfacing. The north and west sides of the house contains a large area as
noted on the proposed design as a "sand filled paving stone" areas. This has been
determined to be pervious surface because the borders between the irregular shaped
pavers are fil I with a po rous sand and appear to drain the rainfall directly into the subsoil.
Enclosed is a drainage design plan illustrates a proposed trench addition. The design is
based upon the soil inf�rmation provided by the geotechnical engineers report a n*d the
city infiltration design requirements. The project is classified as Category 2 standard site.
The basis for the design factor is Table 5 in the Low Impact Development Stormwater
BUT Simplified Sizing (E72B). A Gravelless Chamber design was selected for the
installation. Calculations verifying the sizing and the tables are attached.
STREET FILE
RMS Engineering
DEC 18 20.14
DEVELorv!-,W SERVICES un.
21101- 80t' Ave W. #B
Edmonds,
1+
Table 5. Bioretention and. Infiltration BMEP Sizing Factors.
Sizing Factor
(% of contrib6ting
Native Soil Design
impervious a
Category
I Sites a
Category
'orZ
r2 Sites b
BMP
Facility Overflow Depth
Infiltration- Rate
(inches/hour)
Sizing Equation
Bioretention
6 inch ponding depth
0'.25
9.7%
9.7%
Biorp tion Bottom Area (square
pgn
Cell cd
0.5
6.8%
6.8%
feet) Impervious Area (square
feet) x Sizing Factor (%)/100
2.0
3.6%
3.9%
12 inch ponding depth
0.25
6.2%
.6.2%
0.5,
.4.2%
4.2%
2.0
'2.2%
2.3%
Infiltration
1.5 foot depth
0.25
9.1%
9.1%
Infiltration Trench Length (feet)
trench
0.5
6.2%
6.2%
Impervious Area (square feet) x
Sizing Factor (%)/100
2.0
2.3%
2.9%
3 foot depth
0.25
5.4%
5.4%
0.5
4.0%
4.0%
2.0
.1.8%
2.0%
NA
0.25
3.7%
.3.7%
Gravelless, Chamber Length (feet)
Lravebllerss
Chain e
0.5
2.7%
2.7%
Impervious Area (square feet) x
Sizing Factor (%)/100
r ------ 4
(2.0)
1.3%
Drywell'
4 foot depth
0.5
6.2%
6.2%
Drywell Area (square feet)
2.0
1 3.0%
3.1%
1
Impervious Area (square feet) x
Sizing Factor (%)/100
6 foot depth
0.5
4.7%
4.8%
2.0
2.4%
2.5%
Sizing factors developed to imut tnepost-aeveiopment w-yearrecurrence imcuvtu Liuw tu.U.-i '_UU1U 1� PGL D-1 k-lix.-...
surface area.
b Sizing factors developed to limit recurrence interval flow rates to: 2yr=0.07 cfalacrc; I Oyr--0.25 cfs/acre; and 100yr--0.45 cfs per acre of
impervious surface area.
BMP area is calculated as a function of impervious area draining to it: BMP Area (square feet) = Impervious Area (square feet) x Sizing Factor
(%)/100.
Sizing factors are for bioretention facility bottom area. Total footprint area may be calculated based on side slopes (3H: IV), ponding. depth, and
freeboard.
BMEP length is calculated as a function of impervious area draining to it: BMP Length (feet), = Impervious Area (square feet) x Sizing Factor
(9�)/100.
Y7
e4'
Aim
NAM
FAIL
Dennis M. Bruce, RE.
GeotechnW/Civil Engineer
M.S.C.E., M-BA
Observation Well 6" perforated Pipe
sump w/
solid lid
ln�Mtratlon Trench'
I � n ff*"�Rcof Drain
—PROFILE VIEW
nts Overflow—
Observ, 0 sh block..
ati n W611 Sola
A Sheet Cover Material
LOW
SO
mesh
mp. with
A 70 %_= CBSU
60 Perforated Pipe Solid Ud
(CPEP single
wall acceptable)- I
varies
Observation Well
40 wimetal cap & lock).,.
C tnpact Backfill
Pip -perforated. fti _(47:19.Wtable
PVC.. 6 j
(perforated) for roof downspout sYstemsl
Wrap Trench Washed -rock '/4* , 1"A"
Entirely With
SECTION A -A
Not to Scale
2- tAltJ.
SOILS - FOUNDA77ONS - SfrE DEVELOPMENT - INSPEC77ON - DRAIM01GE - DESIGN Al PERMff - LEG4L
P.O. Box 55502 - thomline, Washington 981-55 - (206) 546-9217 - FAX 54643442
450
BEN
2.6
450 15 .5'
BEN '------WINDOW
.7'
LACK
OOR
118019]
GARAGE
C 0
co
0� DRIVEWAY
w
0 50 BEND
a 6"-4" REDUCER
z
< 8'DEEP
PRIVATE ROAD
0 ED* CITY OF EDMONDS SIDE SEWER AS— BUILT
Lo
-<5 ADDRESSi PERMIT
18019 ANDOVER ST NO. ENG20060234
CONTRACTORi HOMEOWNERi SCALE,
CAJUN EXCAVATION EAGLEWOOD HOMES I NTS
DATE INSPECTED, INSPECTED BYi DATE DRAWNi DRAWN BY,
-Ak 1890 01-03-2007 JH 07-30-2007 1 J.TRIEU
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PRIVATE ROAD
CITY OF EDMONDS WATERLINE AS -BUILT
ADDRESSi PERMIT
18019 ANDOVER ST NO- BLD20060692
CONTRACTORi HOMEOWNERi SCALEi
CAJUN EXCAVATION EAGLEWOOD HOMES I NTS
DATE INSPECTEI)i INSPECTED BYil DATE DRAWNi DRAWN 13Yi
01-03-2007 1 JH 1 07-30-2007 J.TRIEU
I?
24 HR. N TICE REQ.
FOR IMPECTION 2�2.E
BOARD FE14CE S88-52'32" x
x
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1102.89 APPROVT ' AS NOTED
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m6POSED
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IV
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GA LA 30 3
NEW TEMP —MAIN FLO 3
309. 3 16M
WATE UPPER FLOOR .25*
B METER EN TOP PLATE @ 327- IFF
ACTUAL RIDGE 0 3. LIAJ
- - - - - - - - - - - - - - - - - - -
3-WM POWER
RIM=307. 9 -305- VAULT
IE=304.0 ()5 LOCATION
ASPH LT RO D UTILITY RaglL
co er N—o
s i ssco w EASEMENT 'Eone __
AF#1 74463� AMAL FL OLLED CURB
re
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EXISTING - D----::f
CB -A 11 102.89 Si es 2E
Remu
IN C Wer
)ISK NO.01, 01 DATUM
CB -A
ELOW RiM=307.06 ND Ain-MDRESS SIGN REQUIRED
12" PVC E IE T 0,
12" PVC N 1 Z T
E3 4 REC REE
D - -StTE PLAN U Eq D LANNI G
SCALE: I (Iry APPRO
T A IL 19 2006 84TH AVE
GRAPHIC SCALE 2ND PL SW.
-20 0 10 20 4RUCLrr' NSFDEE03'=�l
310
N5663
184TH 51 RElqS
P R ;i�CONTACT
"PLICAN TZOWNERZDEVELOPER:
EAGLEWOOD HOMES INC.
LEGAL DESCRIPTION:
18607 OLYMPIC VIEW DR.
-7
EDMONDS, WA 98020
ATTN- CRAIG REIMER
OFJHE FOLLO G DESCRIBED CRAZY.
PHONE: (425) 771-6822
BEG oZNOz�,, �i, N 'CCRNER�01` THE NORTHWEST QUARTER OF..lHE NORTHEAST
.
FAX: (425) 775-8395
SNOHOMISH COU -WA�$HINC7014;'.
18-:M%�NSHP.'.27,W)RTIf.�RANGEfIk EAST.:W.k. IN �TY.
THENCE VVEST- " FEET;
tHENCE.,SGUTTH JeS-FEET FD.THE,TRUE.?"T 9F BEGINNING;
THEN CE CONTINUING SOUTHA FEE l' . 7
SITE ADDRESS
THENCE WEST. 25d IFEET',
THENCE NORTH, *5
'FEET
18019 ANDOVER ST.
:THENCE EAST 250 TO -THE TRUE POINT OF BEGINMNG.
TOGETHMWITH THAT*PGRTIQN Of V�C�TEP �NOOVER STREET LYING ADJACENT' �IERd� PjR4 CRI)IN04M7 wj
EDMONDS, WA 98020
ll2-70LtI90oI()0-)oo
Q.
(ALSO kNbvm Ail 1, PORTION . OF LOTS 7 THFFOt4GHFAB.'IN%USI< IN VAC&TE6: 9LDCK� t�auii�r ri�c- E�l
- I . .
tNKtL
ALLEY AND THE NORTH HALF OF VACATED4 A%lENUk.. �ROM �THE WEST UNf OF,�8e
THEREIN
LOT COVERAGE CALC.
.PRODUCED SOUTH RUNNINC TQ- THE EAST LINE W SAMC LOT; I I- BLOCK i 3,'-- PRODUCE
. ADOITTON Td- aTY:CF EDMONDS: � ACCORDING: TO L THE PLAT il!UiEil� RECORDED IN V% ;Snia
LOT AREA= -T
-N
RECORDS OF SN0HOMISH COUNTY. WASHINGTON) oti
BUILDING FQ7 ��RINT (111�1CL6DI"NG�H1.3
3090 SO. FT.
3090/ 445�- 19.5%
c-rcce.*.
IOU - 17%
Aick Am-s- tro, oa?2
IMPERVIOUS CALC.
TOTAL IMPERVIOUS AREAS BUILDING
STRUCTURE AS
NOTED ABOVE= 3090 SQ. FT.
CONC. DRIVEWAY & WALK= 1126 SO. FT.
ASPHALT ROADWAY= 608 SO. FT.
2-WM
TOTAL IMPERVIOUS AREA= 4824 SO. FT.
4824/ 15848= 30.4%
HEIGHT CALC.
A = 308.17'
B = 310.25'
y
C = 305.92'
D = 308.08' Ict5ol
AVG- = 1232.47/ 4 1
33Z ICS
MAX. RIDGE HEIGHT joass+1
25'=
ACTUAL RIDGE HEIGHT= 333.0'-
DRAINAGE
TIGHTLINE NEW ROOF DRAINS TO INFILTRATION
SYSTEM
ADING-A
;'GR, � D
1-N5 CU. YDS. OF DIRT TO BE EXCAVATED AND REMAIN
ON SI TE
LEGEND
2 CABLE TV PED
�q ELEC. TRANSFORMER CE TEL PED
El CATCH BASIN —SD— STORM DRAIN LINE
& YARD DRAIN —SS— SANITARY SEWER LINE
-), SANITARY SEWER MANHOLE + GAS PAINT MARK
IV
+
WATER PAINT MARK
WATER VALVE
POWER PAINT MARK
WATER METER
FIRE HYDRANT
+
CABLE PAINT 'MARK
(j)
JOINT UTILITY PAINT MARK
!D-.�
POWER POLE
Eg
POWER VAULT
ff-1-01
PROPOSED FINISH GRADE
M
ELEC J/BOX
CB-B
RIM-`306.88
12" PVC K [E=303.88
12" CONC EI=304.10
12" CONIC W IE=304.03
12" CONIC S IE=304.03
30.00
U)
0
0
0
Cc I
FILTER
AT EXI
C.B.-\
CB-Dl T� I—
CB—D
RIM-306.89 wm
12" CONC E IE=304.69
6" PVC S IE=304.8B
Do
0 1 1
YD
RIM=308.10 pp
6" PVC N IE = 306.58 W/UG
C.ONSTRUCTION ACCESS E2.10 FILTER FENCE
,DID
LENGTH PER THE OPT) SITE
DENELOPMENT INSPECTOR
4'-S' QUARRY SPALLS
METAL FENCE POSTS r-` __ I- E3-10
IIR �AIRI.1,� MAL 60
LLS. SE TU, OR
TA04 FAM TO ERE MLRAn 70OX OR
22F
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16F
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AT EXISTIF
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FN%BRASS DISK
W/"", . - 1. 8'�, BELOW
��
SURFACE
9-19-08
2' A 2' X 14go ERE fARRIC OR EQUIV. 1111D
(OPIMAL-PER STE CONDITION) JWNECEOVEED
"Y BOTTOM OF FLU MATERIAL 04 S'
IL — — — — — — - L x ir TRETwai �UN
u MAMUM u
DING rEPARTMEN7
FILTER FABRIC MAHUMMM& Ty OF FDMONDS
1 1. 1 t
GEO�IEXULE FABRIC —PROVIDE FULL WIDTH I NOTE: ANGLE SILT FENCE UP THE
ACK
A-' INGRESSAGRESS AREA SLOPE AT THE ENDOOF RIX
OiF E D,11
-'wr C OF EDMONDS
IT Y
121 5TH AVENUE NORTH - EDMONDS,WA 98020
Q PHONE: (425) 771-0220 - FAX� (125) 771-0221
STATUS: ISSUED Permit 0: BLJb260'l6i0'692*
BUILDING PERMIT
Expiration Date: 8/4/2007;
Project Address:
18019 ANDOVER ST, EDMONDS
Parcel No: 27041800100700
PROPERTY ONVNFR APPLICANT CONTRACTOR
EAGLEWOOD HOMES INC CRAIGREIMER EAGLEWOOD HOMES INC
18607 OLYMPIC VIEW DR 18607 OLYMPIC VIEW DR 18607 OLYMPIC VIEW DR
EDMONDS, WA 98020 EDMONDS, WA 98020 EDNIONDS- WA 98020
206-22 7-4082 206-22 7-4 682 20o-227-IoS2
LICENSE #� EAGLEHI041.15 EXPA/14/2008
JOB DESCRIPTION
SFR
VALUATION: $369,519
PERMIT TYPE: Residential
PERMIT GROUP� 64 - Sin2le Family Residence New
GRADING: Y CYDS: 215
TYPE OF CONSTRUCTION: VB
RETAINING WALL ROCKERY: N
OCCUPANT GROUP R3
OCCUPANT LOAD
FENCE: N ( 0 X 0 FT.)
CODE: 2003
OTHER: N ------- OTHER DESC:
ZONE RS-12
INUMBER OF STORIES-. 2
VESTED DATE
INUMBER OF DWELLING UNIT S- I
EXISTING AREA
B77EM ENT � 0 1 ST FLOOR: 0 2ND FLOOR: 0
PRO PO S ED AREA
IBASEMENT: 0 - I ST FLOOR 1680 2ND FLOOR. 1834
13RD FLOOR: 0 GARAGE 0 DECK 0 OTHER 0
13RD FLOOR: 0 CA RA GE: 7 2 2 DECK: 199 OTHER 0
FRONT S ETBACK SIDESETBACK REAR S ErBACK
REQUIRED� (W) 25' PROPOSED 25' ]REQUIRED: (N) 10' PROPOSED 10'+ FRE—QUIRED: (E) 25' PROPOSED: 25*+
HEIGHT ALLOWED 25 PROPOSED�25 IREQUIRED: (S) 10' PROPOSED: 10'+
SETBACK NOTE& South side setback is from northern boundary of30' inggress/egress easement.
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED
THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OFTHEsTATF OF WASHINGTON RELATING -TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18 27,
THIS)aig,ATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISIIER DEPUTY AND ALL FEE�ARE PAID
/ I "1 &11 � 4-1 h ^I . - , I ni qzvi, 4 1 1 -
Print
ATTENTION
Releasbd By
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTU RE UNTIL A FINAL INSPECTION HAS BEEN MADE AND A PPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/ IBC I 10/ IRC 1 10.
F-] ARCHIVE APPLICANT ASSESSOR XOTHER
STATUS: ISSUED BLD20060692
11 1, CONDITIONS
• Lot line stakes must be in place at the time of foundation/setback inspection.
• All new.. eAended, re -built or relocated electrical utility and/or service shall be placed underground.
• Approval of this foundation design is conditional subject to inspection ofe,--asting site soil conditions.
Retaining Walls must be designed and constructed to resist the lateral pressure of -the retained material.
Provisions must be made for the control and drainage of surface water around buildings.
• installer shall provide the manufacturer's installation, operating instructions, and a whole house ventilation systernoperation
description. A label shall be affixed to the whole house tinier control that reads " Whole House Ventilation" (see operating
instructions).
• Ma-Qmum Height 25 feet- Measured from average elevation of undisturbed soil at comers of e)dended building rectangle.
Subject to field check by budding department.
• Hose Bibbs (e.,derior faucets) are required to have a permanently affixed anti -siphon device installed.
• In addition to the required pressure/relief valve, an approved listed e.\pansion tank shall be installed on all hot water tanks. Per
UPC 608.
• Type B or L vent connectors required on fuel-buming appliances pass ing through unheated spaces. Per IMC 803.2
• Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309
• Fursuant to UPC 605.2 a \'vater service shutoff shall be installed on the water line as it enters the building.
• City approved plastic piping may be used in water service piping provided that where metal water service piping is used for
electrical grounding purposes., replacement piping shall be of like materials (UPC 604.8). A state electrical pen -nit and
inspection is required if electrical grounding is altered.. removed, improved, or added. Contact State Dept. of Labor &
Industries Electrical Division at 425-290-1309.
• Any request for the modification, variance or other administrative deviation (hereinaficr "variance") must be specificall\ called
out and identified. Approval of any plat or plan containing provisions which do not comply with City code and for which a
variance has not been specifically identified, request and considered by the appropriate City official in accordance with the
appropriate provision of City code or State law does not approve any items not to code specification.
• Pursuant to UPC 608 a pressure regulator valve (PRV) shall be installed near the water shutoff.
• SoundfNoise originating from temporary construction sites as a result ofconstruction activity are exempt fi-om the noise limits
of ECC Chapter 5.30 only during the hours of 7:00arn to 6:00pm on weekdays and 10:00arn and 6:00pm on Saturdays. excluding
Sundays and Federal liolidays. At all other times the noise originating from construction sites/activites must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to FCC 5.30.120.
I INSPECTIONS
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE
PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT TIME LIMIT_ SEE ECDC 19.00.005(A)(6)
BLJtLDtNG (425) 771-0220 FXT. 1333 1 ENGWEERING (425) 771-022o E)Cr. 1326 1 FIRE (425) 771-0215
PUBLIC WORKS (425) 771-0235 PR&TREATNIENT (425) 672-5755 RECYCLNG (425) 2754801
• E-Erosion Control/Mobilization
• E-Ston-n Tielit line
• E-Infiltration System
• EFootin2 Drain Connection
• E�Footing Dry%vell
• E-W ater Sery ice Line
• E-Fire/Aid Address Sign
• E-Engineering Final
• B-Setbacks
• B-Footings
• B-Foundation Wall
11
• B-Isolated Footings/Piers
• B-Retaining Wall
• B-Slab Insulation
• B-Plumb Ground Work
• B-First Floor Framing
• B-Plumb Rough In
• B-Gas Test/Pipe
• B-Equipment-Mech
• 13-L-4crior Sheathing
• B-Shear Nailing
• B-Height Verification
• B-Frarning
• B-Wall Insulation/Caulk
• B-Floor Insulation/Caulk
• B-Ceiling Insulation/Caulk
• B-Sheetrock Nail
• B-Building Final
(ity frdmmds
C011ftaie f0CC9Pa)zCY
DEP - ARTMENT OF BUILDINGS
PER INTERNATIONAL RESIDENTIAL CODE SECTION R110
AT: 18019 Andover St Building Permit M 2006-0692
Occupancy established by this certificate: R3
No. Stories: 2 Basement: N/A
Dwelling Units -
Type of Construction: VB
Owner of building: -.Eaniewood-Honies'
The Single Family Residence at 18019 Andove'r.,St. I has�been.inspected and approved complying with the requirements of the
2003 edition of the International Residential Code as'Ad6pted 'by Fh—e—pity-for the.group and division of occupancy and the use for which
the proposed occupancy is classified.
Issued this 25 th day of May, 2007
Chief Building Official
By:
Any change of occupancy or use requires a building permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official.
VP
CITY OF EDMONDS
PLANNING DIVISION
REVIEW OF A PROPOSED LOT LINE ADJUSTMENT
FILE #, LL-2006-0084
CONTACT PERSON/AGENT, Tri-Coun1y Land Survaing Co.
APPLICANT Craig Reimer
PROPERTY OWNER 'Eaglewood Homes, Inc.
PROPERTY LOCATION 18019 and 18021 Andover Street
PROJECTI)ESCRIPTION Lot line adiustment to convey the western portion of the propeM
addressed 18021 Andover Street to the propejU addressed 18019 Andover Street.
A. INTRODUCTION
Th * e applicant is proposing to adjust the boundary lines ' among two lots addressed as 18019
and 18021 Andover Street. See the Zoning and Vicinity Map for reference (Attachment 1).
The subject properties are located in a Single -Family Residential (RS- 12) zone that allows
lots with a minimum area of 12,000 square f6et.
The purpose of the proposed lot line adjustment is to facilitate the conveyance of the western
portion of the property addressed 1'8021 Andover Street to the property addressed 18019
Andover Street. The application is provided as Attachment 2. Tlieproposed lot line
adjustment is shown on the lot line adjustment map (Attachmen ' t 3). The existing lot line
between the two properties will be moved 28.47 feet to the east in order to expand the
property addressed 19019 Andover Street. The existing residences are to remain.
B. ANALYSIS OF DESIGN:
1. Number of Lots Involved: 2 lots
2. Lot Area:
a. Minimum lot area required for RS-12 zone: 12,000 square feet
b. Proposed lot sizes:
Gross and net lot area for
original parcels (sq. ft.)*
Gross and net lot area for
proposed parcels (sq. ft.)*
Parcel A
24,618 / 19,816
20,233 / 16,286
Parcel B
15,848 / 12,762
20,233 / 16,292
Gross lot area does not include any lot area devoted to vehicular ingress/egres�s
easements.
c. Minimum lot width required for RS-1 2 zone: 80 feet
d. Both lots meet minimum lot width?: Yes
e. Number of corner lots: Neither of the lots are corner lots.
LL-2006-0084
Page 2 of 4
3. Topographical Consideration: There appears to be no particular topographical
consideration driving the lot line adjustment.
4. Flag Lot Determination: Parcel B is considered a flag lot.
5. Zoning Ordinance: Theproposal meets the intent of the Zoning Ordinance.
a. Lot Line adjustments are not allowed.that create a new lot, tract, parcel, site or
division, and this proposal does not. See also "d" below.
b. Lot line adjustments are not allowed if they reduce the setbacks of existing
structures below the minimum required by code or make existing nonconforming
setbacks of existing structures more nonconforming than before. This proposal does
not reduce the setbacks of existing structures below the minimum required by code.
c. Lot line adjustments are not allowed if they reduce the lot width or lot size below the
minimum required for the applicable zone. Both lots meet the required lot area and
required lot width for the RS- 12 zone.
d. Lot line adjustments are not allowed if they transform a nonbuildable lot, tract,
parcel, site or division into a buildable lot, tract, parcel, site or division. Both of the
lots were buildable prior to the lot line adjustment. -
e. Lot line adjustments are not allowed if they would result in a lot that is in violation
of the Edmonds Community Development Code (ECDC). Neither of the proposed
lots would be in violation of the ECDC.
6. Comprehensive Plan: Nothing in this proposal seems to be in violation of any goal in
the Comprehensive Plan; therefore, the proposal appears to meet the intent of the
Comprehensive Plan.
7. Access: Access to both lots is from Andover Street, which will not change with the
proposed lot line adjustment.
C. ENVIRONMENTAL ASSESSMENT:
1. SEPA Determination: Not Required
2. Shoreline Master Program: Exempt From Shoreline Master Program permits.
3. Critical Area Determination: CRA-2005-0113 and CRA-2005-0114
Neither of the subject properties appear to contain any critical areas as defined by -ECDC
23.40.90. As a result, a waiver from the requirement to complete a study was issued for
both properties.
D. REQUIRED IMPROVEMENTS AND DEDICATIONS:
The Engineering Division has reviewed the application and is not requiring any improvements
or dedications.
E. DECISION: Approved with the following conditions:
1. Include the lot line adjustment file number LL-2006-0084 on the map.
2. Make sure all documents to be recorded meet the Snohomish County Auditor's
requirements for recording, including ail signatures in black ink.
LL-2006-0084
Page 3 of 4
3. Submit documents to be recorded to the City of Edmonds' Planning Division for review
prior to recording. Documents must have the city's approval before they can be recorded.
4. The applicant must record the approved documents with Snohomish County Auditor's
office.
After recording, provide the City of Edmonds Planning Division with two copies of the
recorded documents with the recording number on them. The City will not consider the
lot line adjustment to have been completed until this is done.
F. ATTACHMENTS:
1. Vicinity / Zoning Map
2. Application
3. Proposed Boundary Line Adjustment Map
I have determined that the application is complete and have reviewed the application for lot line
adjustment pursuant to Chapters. 20.75 and 20.95 of the Edmonds Community Development Code.
RECONSIDERATION OF DECISION
A request for reconsideration or clarification of this decision may be made by filing a letter and fee
with the Planning Department within ten (10) working days of the date of decision.
THE RIGHT TO APPEAL
This decision may be appealed to the Hearing Examiner, In this case, a written letter and other
items needed to appeal must be submitted to the Planning Division within fourteen (14) calendar
days of the date of decision. Please contact the Planning Division for information. Note that per
9
ECDC 20.105.010.A.2. appeals of lot line adjustments are limited to appeals by the applicant only
of a denial of a requested lot line adjustment application.
TIME LIMITS FOR RECONSIDERATION AND APPEALS
The time limits for Reconsiderations and Appeals run concurrently. If a request for a
.reconsideration is filed before the time limit for filing an appeal has expired, the time "clock" for
filing an appeal is stopped until a decision on the reconsideration request is completed. Once the
staff has issued his/her decision on the reconsideration request, the time clock for filing an appeal
continued from the point it was stopped. For example, if a request is filed on day 5 of the appeal
period, an individual would have 9 more days in which to file an appeal after the staff issues their
decision on the reconsideration request.'
LL-�006-0084
Page 4 of 4
PARTIES OF RECORD:
Planning Depariment
Tri-County Land Surveying Co.
4610 — 200'h Street SW, Suite A
Lynnwood, WA 98036
Craig Reimer
Eaglewood Homes, Inc.
8607 Olympic View Drive
Edmonds, WA 98020
Almhk
city of edmonds
land use application
0 ARCHITECTURAL DESIGN REVIEW 1111111101M mom) uq%��
Q COMPREHENSIVE PLAN AMENDMENT K:5
• CONDITIONAL USE PERMIT FILE #PW - WO - OOLA ZONE
• HOME OCCUPATION DATE611(110(0 RE C'D B'Y �2- 1;fVL, —_C_A-
Q FORMAL SUBDIVISION
Q SHORT SUBDIVISION FEE '—RECEIPT# 0
0 LOT LINE ADJUSTMENT HEARING DATE
0 PLANNED RESIDENTIAL DEVELOPMENT
U OFFICIAL STREET MAP AMENDMENT OHE 0 STAFF Q PB 0 ADB C) CC
Q STREET VACATION
Q REZONE
• SHORELINE PERMIT RECEIVED
• VARIANCE / REASONABLE USE ExCEPTION
• OTHER: JUIN 1 S 2006
PER.Mff �S�N(,MR
PROPERTY ADDRESS OR LOCATION I C) 19 AKQ0VGY?L 5-r, �5Pmow 0 51 V13
PROJECT NAME (IF APPLICABLE)
PROPERTY OWNER PHONE#
ADDRESS NO 0\vL-141A, vq.-J
E-MAIL ADDRESS FAx#
TAX ACCOUNT# SEC. TWP, Z RNG. 4
DESCRIPTION OF PROJECT OR PROPOSED USE I-0T L,(Ql;-5 ACm41_-,TMF�,3-r
APPLICANT C-rzAl C— QEIMF_P_ PHONE#
ADDRESS
E-MAIL ADDRESS FAx #
CONTACT PERSON/AGENT HONE # Z 9 Z Co
ADDRESS 4�PIQ -2-00-74 L�N NWDOC�1, VJ^ qBO3 69
E-MAIL ADDRESS �,L c-k— - tri'c�o I&I vi (PVe_r1Z0yA - vtft FAX # -7-7 (P 2- F�>-7 0
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application
agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including
reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading,
inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to file this application on the behalf of the owner as listed below.
SIGNATURE OF APPLICANVAGENT +_4 a J DATE
Property Owner's Authorization
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use
application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject
property for the purposes ofjpspection andposting attendant to this application.
SIGNATURE OF OWNER DATE �V)Wl)()
This application form was revised on 1/27/00. To verify whether it is still current, call (425) 771-0220.
Attachment 2
L:\L1BRARY\PLANNING\Fomis & HandoutsTublic Handouts\Land Use Applicafion.doc
A PORTION OF THE N-W-1/4, OF THE N.11/4, OF SEC 18, T.27N., R.4R, W.M.
SNOHOMISH COUNTY, WASHINGTON
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IV
LOT LINE ADJUSTMENT No. LL-00-000
CITY OF EDMONDS LOT LINE ADJUSTMENT
EAGLEWOOV HOMES INC
N.W.1/4.N.E.1/4, SEC.18, T.27N., R.4E., W.M.
00ft AM am
S"
SNOHOMISH COUNTY, WASHINGTON
&P
9!
PRIMARY CONTACT
APPLI CAN T/OWN ER /DEVELOPER:
JIE AE0. BOARD FE�CE 2'32" 262.E
EAGLEWOOD HOMES INC. LEGAL DESCRIPTION: S885
18607 OLYMPIC VIEW DR. x - x
TION x
EDMONDS, WA 98020 0\,%3 APPRO! NOTE[
ATTN. CRAIG REIMER 1102.89
30-00
PHONE: (425) 771-6822 BY N EERING
L
FAX: (425) 775-8395
THENCE. NORTH; 155JEET.,
SITE ADDRESS
THENCE EAST 250 'FEET TO -THE"TRUE 06i�t OF. BECINNIN
SUn
STREET 'AD�Ci. Eli
1 8019 ANDOVER ST. Y'-'-rFR, r�: T'..q �Fr Of :�C�Tp: �mpq-, '. � I-. . I .. � - .. I . a, ALL EXPOSED nFACES.7
PARC
EDMONDS, WA 98020'
C�USIVE. IN VA
ASHLAND.A UEr. 1 E WEST� E c� BE i-Lw - 41
ALLEY THEREIN AND THE NORTH HALF- OF VACATED' 66F VERED 'ATMIN 2 DAYS
P�4� (" KhlbWN:4g k POFITIOR O�'LOTS 7 TKROWGW WIN IN
,PROOU S%UTTlel._8UNNIN - TO.'THE ST U111 OV SAID LOT- 111;- Ill. eR
LOT COVERAGE CALC. EOMQ
ONDS:�ACCOROING TO. THE PLAT 7HERECIF RE
q, co
COUNTY, WASHINGTON.)
LOT AREA= 1*28,�SQ. FT.1111�1�j RECORDS OF SNON
OMISH
j (2) 50- LENOT IPE/
BUILDING FOOTPRINT (INCLUDING O.H.)= 3090 SO. FT. 0 4YPEI I HS OFr PEid. P pBSERVAT,10,.
2:2F N WASHED ROCK TRENCgES WELL DPA
3090/ t§**9- t-9-5 I C� PER ATTACHED ENGINEE S REP4RT CONN CT TO
8Hj/ -IC D LL
lb)A� ikoib I , DOWNSPOUT
IMPERVIOUS CALC. k \ TIGHTLINE 0 IGINAL
TOTAL IMPERVIOUS AREAS BUILDING. STRUCTURE AS 16F 12F TO CB
NOTED ABOVE= 3090 SQ. FT. 4F 8H LO LINE
CONC. DRIVEWAY & WALK= 1126 SQ. FT.
ASPHALT ROADWAY= 608 SQ. FT. 2-WM +
TOTAL IMPERVIOUS AREA= 4824 SQ. FT. 1 F PR6POSED
4824/ i.5�= -39�. 24H POSE
8H ZRESIDENCE TA ot" MET R
-0,5 PROOOSED �100
HEIGHT CALC. li
v SIDE SEWER a" O.H.
A = 308.17' Ln S��7. 5 Typ. GOF Cli
14 C r,-, 0
A8L
B = 310.25' la cf) 14H 'MATE =1 -3 rn
C = 305.92' mob 0 0
w%E Oqft-
D = 308.08' rli 2 65' 2.69
AVG. = 1232.47/ 4
f SETS CK H 4
MAX. RIDGE HEIGHT 25'= j U L ---,Tss
eNT M 6-:C.O. /12
ACTUAL RIDGE HEIGHT= 333.0' BLALONG DEP 26F L CKING
5" c7l qb* LAMPHOL
DRAINAGE 32C COVER L rol
TIGHTLINE NEW ROOF DRAINS TO INFILTRATION SYSTEM 0
00
(G R -A 0 _ING Ln
1 OF
T85 CU. YDS. OF DIRT TO BE EXCAVATED AND REMAIN 0
ON SITE
. .........
CB-B WATER SEWER
RIM=306.88'
LEGEND 12" PVC SE IE=303-88 MOTION REQ`D PrORA ACO DOWNS T LOWEST FTO.
12" CONC 0=304AO ca TIGHTLINE DEPTH @ 305.0' 06,
19 CABLE TV PED 12" CONC W IE=304.03 Ba. I . TO DRIVEWAY
12" CONC S IE=304.03 FILTER SOC I t CATCH BASIN B DING HEIGHTS 33'
ELEC. TRANSFORMER [2 TEL PED AT EXISTIN T M ROCk 0 LAS
NEW MAIN FLO 309. 3'
_SD C.B. WATE NSr UPPER FLOOR .25 16M
CATCH BASI - STORM DRAIN LINE CB-13 METER T"N�E fbwep, L, FF
TOP PLATE 0 327.
CB-Dj ACTUAL RIDGE Al
YARD DRAIN _ss- SANITARY SEWER LINE --------------------- - - - - - - - - --- ----
3-WM SS -CO - POWER
CB-D VAULT
RIM�306.89 wm EXISTING R '07.09 LOCATION
SANITARY SEWER MANHOLE + GAS PAINT MARK I IM�O .0 E FO
12" CONC E IE=304.69 WATER IE= 4
6" PVC S IE=304.88 METER
N + WATER PAINT MARK TO REMAIN UTILIT��Iu NTROL AND DRUAIN GE
.1 WATER VALVE ASPHALT ROAD
/m + POWER PAINT MARK SCO Lj EASEM��T
WATER METER Do C2 AF#1 7440-3.4 FL VOLLED CURB
CABLE PAINT MARK ro F TER SOCK
FIRE HYDRANT AT EXISTING
C.S. s
D-3 POWER POLE (1) JOINT UTILITY PAINT MARK 102.89
2
Eg POWER VAULT 5-1-0-1 PROPOSED FINISH GRADE YD 3 .00 88'50'35"E
RIM=308.10 pp
0 ELEC J/BOX 6" PVC N IE 306.58 W/uG FND NAIL IN C
�l FNDI BRASS DISK NO.01, EO.01 DATUM R E EIVED FET FILE
CONSTRUCTION ACCESS E2.10 FILTER FENCE METAL FENCE POSTS E3.1 W/"N-!- 1. W, BELOW CB -A CA'
YD RIM=307.06 0
SURFACE CD JU 0 8 Mff A� ID AID ADD S SI
12" PVC E IE=304.18 a
9-19-08 12" PVC N IE=304.09 2:01-1 EC
FILTER FABRIC TERIAL 60* VADE
LENGTH PER IRE DPD SITE BOLLS. USE ST OR WIRE RINGS M BUILDIN( DEPARTMENT
DEVELOPMENT INSPECTOR ATTACH FABRI TO VdRE MRAFI 70OX OR CITY F EDMONDS
PRE -APPROVED ECAJAL
2' X 2' X 14go VdRE FABRIC OR EOLAV.
(OPTIONAL -PER SITE CONDInON) -SITE PLAN
BURY BOTIDM OF FILTER MATMAL IN 9' ;to �.O&
LL �j L X 12" TRENCH SCALE: V 4*!4*
1 11 1,,STPLS.W
I C-01 I I
u MAXIMUM u 84TH AVE W.
"2D PL S.W.
PROVIDE FUI_L MOTH NOTE: ANGLE SILT FENCE BACK UP THE 40
GEO-TDMLE E -20 0 10 20
4`6' QUARRY SPALLS FILTER FABRIC MATERIAL GRAPHIC SCALE
FABRIC INGR SS/EGRESS ARFA SLOPE AT THE END OF RUN. SSMH-15 310 t,�663&
BACKFILL VATH NATIVE SOIL M
12* UIN. THIMESS A..
OR GRAVEL BACIKFILL IN TRENCH AND
ON BOTH SIDES OF FENCE 1 01 111TE
I s
JUL 9 2006
S%WGE-CN'9"r
0 �
OF ED
C-7W'Mt-7
STREET FILE
RECSVED
J U N 0 8 ?006
laUILDING rjEPARTMENT
CiTy OF EDMONDS
PRIMARY CONTACT
EAGLEWOOD HOMES INC.
LEGAL DESCRIPTIII.M
TICE REQ.
BOARD FE�CE S88'52'32"
262.
777
x
I
V)
01 i
A.
Sr&JE
WAU,
7:�
A. P1 14 INSTALLATION NOTES
I. �#V I'l
VJM4
-.4
GRAVELLESS CHAMBER PER CITY
INSTALL 24 L.F. OF
S OF EDMONDS DETAIL # A-4
0A THE BOTTOM OF THE CHAMBER SHALL BE 5 TO 6 DEEP
L01 .4?94v_:7
AT SAME ELEVATION OF BOTTOM OF EXISTING
CHAMBER SHALL BE INFILTRATOR TYPE H-20
(34" x 75" x 16") WITH END WALLS
(NoRnl)
4 DESIGN ENGINEER SHALL INSPECT TRENCH BOTTOM
�Vr AXIAMnM PR JOR Tn 14 A XTBER PLACEM[ENT 0
JA
y
tl
END OF TRENCH
ECTION P
ORT AT I
CONTRACTOR TO INSTALL 4-INCH INSP
!7 0'
'P PD
(IN FEET)
iIN�TALL12�INCHCATCHBASIN-WITH.4- CHTEEAND4
1:"jnch ft.
%,'.jNCH PVC OUTLET TO INFILLTRATION CHAMBER
t5
CONNECT E)USTING DOWNSPOUTS TO CATCHBASIN,'
L
4S Dba 84
VV,
A I ""-\ ,
L
7"
U, ED-
7- Cross -Section
ATIVE Rl_
SOH� BACKFELL)
V
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71,
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9 9 9
WA, -
'-DRAWN:'-
DESIGNED:
RMS
AOP'RbVEQ,'::'
RM,S
DATE�' 2_6
20 4
PROJECT No.
CLIENT No.
N/A
SCALE:
0
4-
0
4-1
Q)
Q)
-C
V)
C,
_z : IL
cr . k I
INSTALLATION NOTES'
INSTALL 24 L.F. OF GRAVELLESS CHAM13ER PER CITY
OF EDMONDS DETAIL #,,A-4
D TBE BOTTOM OF THE CHAMBER SHALL BE 5 TO 6 DEEP I
AT SAME ELEVATION OF BOTTOM OF E)USTING
CHAMBER SHALL BE INFILTRATOR TYPE H.;20
C. (34" x 75" x 16") WITH END WALLS
"DESIGN ENGINEER SHALL INSPECT TRENCH BOTTOM
EXCAVATIONPRIOR TO CHAMBER PLACEM[ENT. 0
CONTRACTOR TO INSTALL 4-INCH INSPECTION PORT AT
END OF TRENCH
INSTALL 12-INCH CATCHBASIN WITH 4-I.NCH TEE AND 4 (IN FEET)
'INCH PVC OUTLET TO INFILLTRATION CHAMBER T,.Anch ft.
CONNECT E)(ISTING DOWNSPOUTS TO CATCHBASIN,,,
4DOLLW
POO �1.
7 C. vs. IT71CLIA C
f r),144� 's,
Cross -Section
r-K
PAV
LIA L 1-1 -1-1-1
TIVE SOEL BACKFELL) RIO
1h. =,,M
0 4A ER
_7
PAVt M
=1 I itf: --.11 F
-8A
�_F
L
G
RAVELLESS CHAMBER
to 1% inch washer rock
A7-
D
RMS Engineer''lengi
WN'
AA
RMS
kbvtD':. RMS
DATE� ?—(cp
PROJECT No.
CLIENT No.
0 _iO SCALE
D R_
k) rN UjA.
N/A
. . r_1
llm�
4-
Z=mSCmZmm= 0
20 14-
ul)
I to ^ 4
7- N88'57 42 E -0
18 \\� ND
go, 2" IRON PIPE
BELOW SURFACE
1/4 COR SEC. 18-27-4
9-19-05
A PORTION OF THE N.W.1/4, OF THE N.E.1/4, OF SEC. 18, T.27N., R.4E., W.M.
SNOHOMISH COUNTY. WASHINGTON
N88'5742"E 735.05
FND 4%4" CMIC W/ 1 2
CU. ROD & PUNCH
N.E.COR,,N.Wi-l/4., N.E. 1/4, 00
10-13-05
FND 1" IRON PIPE
S88'52'32"W BOARD FENCE r262.66 HOG WIRE FENCE
_X —0-0-
131.31
00
30.00
102.89 -
q 131.35
-
_�' I 1
0 FND __5/V'_BEEIAR
BSBL- - - CAP
- - BSBL - - - - - - -
-
SO.20, W1.21
-_IPROPOSED
ILOT LINE
U)
ORIGINAL
LOT LINE
PARCEL A
ci
9,
40.5'-
FOUNDATION LINE
2-M
P,
PARCELB
I z
PROPOSED AREA
Cn
0
00 0
GROSS 20,233 SF
(n -
I's
NET 16,286 SF
N3
PROPOSED AREA
0
25'
ORIGINAL AREA
GROSS 20,233 SF
GROSS 24,618 SF
C/) NET 16,292 SF
NET 19,816 SF
1
0)
I
Ln
ORIGINAL AREA
25'
30 0 15 30 60
GROSS 15,848 SF
�4
1
6==iiiiil 001
NET 12,762 SF
(0
am 01111111
011110--jENSIMISM
____
25'
10,
10'
GRAPHIC SCALE
L
BSBL-
IN FEET )
L - - - - - - BSBL - - - - - -
- j
I
I Ln
1 inch = 30 ft.
- - - -
0
- - - - - - - 4Fl - - - - - - - - --
VAI
EDGE OF ASPHALT
131.35 28.47'_'.l_ BOARD FENCE
_30.q-0 102.89 ......
N88*50'35"E 262-89
FND NAIL IN CONC.
NO.01, EO.01
\_FND BRAS DISK
o'061cl W/"X" 1.8' BELOW
SURFACE
9-19-08
Nt
S
4/
ZONING=RS-12
CERTIFICATION: SURVEYOR'S CERTIFICATE:
1, CRAIG T. REIMER, AS PRESIDENT OF EAGLEWOOD HOMES,
INC., THE OWNER OF FEE SIMPLE OF THE LAND HEREIN
DESCRIBED, DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT
AND DECLARE THE BOUNDARY LINE ADJUSTMENT TO BE THE
GRAPHIC REPRESENTATION OF SAME AND SAID BOUNDARY LINE
ADJUSTMENT IS MADE NTH FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRE OF THE OWNERS.
IN WJTNESS WHEREOF I HAVE SET MY HAND AND SEAL
C REIMER
STATE OF WASHINGTON
) Ss.
COUNTY OF SNOHOMISH )
ON THIS DAY APPEARED BEFORE ME CRAIG T. REIMER, TO ME
KNOWN TO BE THE INDIVIDUAL DESCRIBED IN AND WHO
EXECUTED THE FORGOING INSTRUMENT AND ACKNOWLEDGED TO
ME THAT HE SIGNED AND SEALED THE SAME AS HIS OWN
FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND
PURPOSES MENTIONED HEREIN.
GIVEN U D M HAND AND OFFICIAL SEAL THIS _2 (.L5
DA OF 200(o.
spil
iI%of 44011*#j
R19T NAME p'TArw
NOTARY PUBLIC IN AND FOR THE :0 V1
S TE OF WASHINGTON, RESIDING AT
AASHI TON, PUBLIC
MY COMMISSION EXPIRES'9�_ Y-2-6-1
1 1
X
THIS MAP CORRECTLY REPRESENTS A SURVEY BY ME OR UNDER MY
DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE
SURVEY RECORDING ACT AT THE REQUEST OF CRAIG T. REIMER IN
JULY, 2006.
-ZU4/A _j
LLA
5jkCklE H.
L.S. NO. 14490 STATE OF WASHINGTON
RECORDING CERTIFICATE:
FILED FOR RECORD AT THE REQUEST OF CRAIG REIMER THIS
--- DAY OF _______2006, AT ____ MINUTES
PAST AND RECORDED IN VOLUME ____ ,
PAGE AFN RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
CONFORMED COPY S
MA1200607255189 1 PG
07-2 1 5-200,6 03:55pin $98-00
SNOHOMISH COUNTY, WASHINGTON
CrrY =KOVAL: ; ------- -
w I
I o_
APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY .<9
zf
4,
OF EDMONDS PLANNING DIVISION, �'A
v I "'z'
Itilti _—QUIllri Y OF 2006
7 --- --- t L
131.53
��30' ROAD & UTILITY
EASEMENT
AF#1165865
SET REBAR & CAP
LS414490 (TYP)
19,
AREA NOTE:
A\ Q)
Yl
(3 Q�
0
C;<
C;
1�
M
0
�A
to
I'la
AREAS SHOWN ON THESE LOTS (GROSS
AND NET) WERE CALCULATED IN THE
FOLLOWING MANNER. GROSS EQUALING THE
ENTIRE AREA AND NET EQUALING THE
ENTIRE AREA LESS EASEMENT.
ORIGINAL LEGAL DESCRIPTION PARCEL A:
THAT PORTION OF THE NORTHWEST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 18, TOWNSHIP 27 NORTH,
RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST
QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 18,
THENCE WEST 440 FEET;
THENCE SOUTH 186 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 155 FEET,
THENCE WEST 250 FEET;
THENCE NORTH 155 FEET;
THENCE EAST 250 FEET TO THE TRUE POINT OF BEGINNING;
LESS THE WEST 90 FEET THEREOF;
(ALSO KNOWN AS A PORTION OF LOTS 7 THROUGH 16,
INCLUSIVE, IN VACATED BLOCK 3, INCLUDING VACATED ALLEY
THEREIN AND THE NORTH HALF OF VACATED ASHLAND AVENUE
FROM THE WEST LINE OF BLOCK 3. PRODUCED SOUTH RUNNING
TO THE EAST LINE OF SAID LOT 11, BLOCK 3,. PRODUCED
SOUTH, ALL IN THE FIRST ADDITION TO CITY OF EDMONDS,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF
PLATS, PAGE 131, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON).
ORIGINAL LEGAL DESCRIPTION PARCEL B:
THE WEST 90 FEET OF THE FOLLOWING DESCRIBED TRACT.
BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST
QUARTER OF THE NORTHEAST QUARTER OF SECTION 18,
TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH
COUNTY, WASHINGTON;
THENCE WEST 440FEET;
THENCE SOUTH 186 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 155 FEET;
THENCE WEST 250 FEET;
THENCE NORTH 155 FEET;
THENCE EAST 250 FEET TO THE TRUE POINT OF BEGINNING;
TOGETHER NTH THAT PORTION OF VACATED ANDOVER STREET
LYING ADJACENT THERETO PER ORDINANCE NO. 1578;
(ALSO KNOWN AS A PORTION OF LOTS 7 THROUGH 16,
INCLUSIVE, IN VACATED BLOCK 3, INCLUDING VACATED ALLEY
THEREIN AND THE NORTH HALF OF VACATED ASHLAND AVENUE
FROM THE WEST LINE OF BLOCK 3, PRODUCED SOUTH RUNNING
TO THE EAST LINE OF SAID LOT 11, BLOCK 3, PRODUCED
SOUTH, ALL IN FIRST ADDITION TO CITY OF EDMONDS,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF
PLATS, PAGE 131, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON.)
REVISED LEGAL DESCRIPTION PARCEL A:
TL
�qAT_ PORTION 0F_ TIAE—NORTHWEST. ':11-1 4RTEP OF THE
NORTHEAST QUARTER OF SECTION 18, TOWNSHIP 27 NORTH,
RANGE 4 EAST, W.M. IN SNOHOMISH COUNTY, WASHINGTON,
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST
QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 18;
THENCE SOUTH 88*57'42" WEST ALONG THE NORTH LINE OF
SAID SUBDIVISION A DISTANCE OF 735.05 FEET TO A POINT OF
INTERSECTION WITH THE CENTERLINE OF ANDOVER STREET;
THENCE SOUTH 01'26'02" EAST ALONG SAID CENTERLINE A
DISTANCE OF 185.58 FEET; THENCE NORTH 88'52'32" EAST
161.35 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CON11NUING NORTH 88*52'32" EAST 131.31 FEET; THENCE
SOUTH 01'31'04" EAST 153.92 FEET; THENCE SOUTH 88*50'35"
WEST 131.53 FEET; THENCE NORTH 01-26'02" WEST 153.99
FEET TO THE TRUE POINT OF BEGINNING.
BASIS OF BEARING:
REVISED LEGAL DESCRIPTION PARCEL B:
NORTH LINE OF THE NORTHEAST QUP '.'ER OF SECTION 18,
THAT PORTION OF THE NORTHWEST QUARTER OF THE
TOWNSHIP 27 NORTH, RANGE 3 EAST, BEING NORTH 88*57'4f'
NORTHEAST QUARTER OF SECTION 18. TOWNSHIP 27 NORTH,
RANGE 4 EAST, W.M. IN SNOHOMISH COUNTY, WASHINGTON,
EAST.
MORE PARTICULARLY DESCRIBED AS FOLLOWS: '*'
NOTE:
COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST
INSTRUMENTATION FOR THIS SURVEY WAS A ONE —SECOND
QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 18;
TOTAL STATION. PROCEDURES FOR THIS SURVEY WERE FIE
THENCE SOUTH 88*57'42" WEST ALONG THE NORTH LINE OF
SAID SUBDIVISION A DISTANCE OF 735.05 FEET TO A POINT OF
TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY W/-��.;
INTERSECTION WITH THE CENTERLINE OF ANDOVER STREET;
332-130-090.
THENCE SOUTH 01'26'02" EAST ALONG SAID CENTERLINE A
DISTANCE OF 185.58 FEET, THENCE NORTH 88*52'32" EAST
LEGEND:
30.00 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY OF
SAID ANDOVER STREET AND THE TRUE POINT OF BEGINNING;
I=OUND MONUMENT..
THENCE CONTINUING NORTH 88*52'32" EAST 131.35 FEET;
THENCE SOUTH 01-26'02". EAST 153.99 FEET, THENCE SOUTH
fOUND QUAPTER CORNER AV( _j axes paid in full on Tax)?arcel(s)
88*50'35" WEST 131.35 FEET TO A POINT ON THE EASTERLY
RIGHT OF WAY OF SAID ANDOVER STREET; THENCE NORTH
'4 - -
'/;8 0 In 0 C)
T -, �6
�z�_ Date
01'26'02" WEST ALONG SAID RIGHT OF WAY A DISTANCE OF
X fOU,ND PK NAIL Bp��z7`_'Q_j'
154.06 FEET TO THE TRUE POINT OF BEGINNING.
DeputWylTregS
0 5ET RE13AR AND CAP L5# 14400
B55L 13UILDING 5ETBACK LINE
Tri-County
Land Surveying Company
4610 200th St. S.W. Suite A
44100. Lynnwood, Wa. 98036 (425)776-2926 Fax.776-2850
DRAWN BY: 5H/AJ5
DATE: JUNE 20OG
JOB No. 05-119
LOT LINE ADJUSTMENT No. LL-2006-0084
CITY OF EDMONDS LOT LINE ADJUSTMENT
EAGLEWOOD HOMES INC.
N.W.1/4,N.E.1/4, SEC.18j T.27N., R.4E., W.M.
EXPIRES �1/14q/t.
CHECKED BY: R5
5CALE: 1 "=30'
5HEET No. I Of I
SNOHOMISH COUNTY, WASHINGTON
A PORTION OF THE N.W.1/4, OF THE N.E.1/4, OF SEC. 18, T.27N., R.4E., W.M.
SNOHOMISH COUNTY� WASHINGTON
'Z M
t — — L)
18"'*�FND 2" IRON PIPE
.90' BELOW SURFACE
1/4 COR SEC. 18-27-4
9-19-05
co
30.00
(b
S88*52'32"W
q 131.35
BSBL - - - - - - -
-
0
tj
0
rn
2-M
PARCEL B
(n
Ci
PROPOSED AREA
0
CU
GROSS 20,233 SF
rn
Ln
LO
NET 16,292 SF
rn
Ln
0)
ORIGINAL AREA
Ln
,30 0 15 30 60
GROSS 15,848 SF
:0.
1
01
00
NET 12,762 SF
0
Illm
I EM HIM IMMINEEM
25'
GRAPHIC SCALE
I
( IN FEET )
L
- - - - BSBL - - - -
- -
I inch = 30 ft.
-
-
3-YAA
— —
--- —
8
— — — — — — — — — —
— --
YM E F-
,oc,e
30100 102.89
FND NAIL IN CONC.
\_FND BRASS DISK NO.01, EO.Ol
VI. W/"X" 1.8' BELOW
SURFACE
0_0 0 9-19-08
ZONING=RS-12
CERTIFICATION:
1, CRAIG T. REIMER, AS PRESIDENT OF EAGLEWOOD HOMES,
INC., THE OWNER OF FEE SIMPLE OF THE LAND HEREIN
DESCRIBED, DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT
AND DECLARE THE BOUNDARY LINE ADJUSTMENT TO BE THE
GRAPHIC REPRESENTATION OF SAME' AND SAID BOUNDARY LINE
ADJUSTMENT IS MADE NTH *FREE CONSENT AOD IN I
ACCORDANCE WITH THE DESIRE OF THE OWNEkS. l
IN �TNESS WHEREOF I HAVE SET MY HAND A, I ND SE ; AL
CR,9G T_. REIMER
STATE OF WASHINGTON SS.
COUNTY OF SNOHOMISH
ON THIS DAY APPEARED BEFORE ME CRAIG T. R E' I ' M�R, TO ME
KNOWN TO BE THE INDIVIDUAL DESCRIBED IN ND WHO
EXECUTED THE FORGOING INSTRUMENT AND ACKNOWLEDGED TO
ME THAT HE SIGNED AND SEALED THE SAME AS 1115 OWN
FREE AND VOLUNTARY ACT AND DE�D FOR THE US# AND
PURPOSES MENTIONED HEREIN.
GIVEN U D M HAND AND OF IdIAL SEAL THIS AS'54_1�__
D OF 200i. I I
9 -4
"I
SPI 4
1
X,
T N4
NOTARY PUBLIC IN AND FOR THE
ST�TE OF WASHINGTON, RESIDING AT
IASHIN.QTON PUBLIC
MY COMMISSION EXPIRE -6-17 —
wp,.s S.
131.35
N88*57'42"E 735.05
P,� ORIGINAL LEGAL DESCRIPTION PARCEL A:
FND 4"x4" CMIC W/ 1/2"-/ THAT PORTION OF THE NORTHWEST QUARTER OF THE
CU. ROD & PUNCH NORTHEAST QUARTER OF SEC11ON 18, TOWNSHIP 27 NORTH,
N.E.COR.,N.W.1/4., N.E. 1/4, 00 RANGE 4 EAST, W.M., IN SNOHO MISH COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS:
10-13-05
BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST
QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 18,
THENCE WEST 440 FEET;
THENCE SOUTH 186 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 155 FEET;
TW7W117 W;7cZT OrM lrF7lrT-
FND. 1" IRON PIPE
THENCE NORTH 155 FEET;
HOG WIRE FENCE
THENCE EAST 250 FEET TO THE TRUE POINT OF BEGINNING;
BOARD
FENCE� 262.66
LESS THE WEST 90 FEET THEREOF;
_X_X.
131.31
(ALSO KNOWN AS A PORT10N OF LOTS 7 THROUGH 16,
FND __5/V'_BEBAR
ISBL - - - CAP
INCLUSIVE, IN VACATED BLOCK 3, INCLUDING VACATED ALLEY
SO.20, W1.21
THEREIN AND THE NORTH HALF OF VACATED ASHLAND AVENUE
'PROPOSED
FROM THE WEST LINE OF BLOCK 3, PRODUCED SOUTH RUNNING
TO THE EAST LINE OF SAID LOT 11, BLOCK 3,. PRODUCED
i-ORIGINAL
I
ILOT LINE
SOUTH, ALL IN THE FIRST ADDITION TO CITY OF EDMONDS,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF
LOT LINE
PARCEL A
PLATS, PAGE 131, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON).
A-01-V
FOUNDATION LINE
(A
Q,- tK
ORIGINAL LEGAL DESCRIPTION PARCEL B:
PROPOSED AREA
C3 90
THE WEST 90 FEET OF THE FOLLOWING DESCRIBED TRACT-
z
GROSS 20,233 SF
C;
<
BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST
25'
NET 16,286 SF
QUARTER OF THE NORTHEAST QUARTER OF SECTION 18,
M
TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH
ORIGINAL AREA
COUNTY, WASHINGTON;
Z_o
LU
GROSS 24,618 SF
(A (n
THENCE WEST 440 FEET;
(A
__l , , U , 'i '�"_
NET 19,816 SF
a] (A
THENCE SOUTH 186 FEET TO THE TRUE POINT OF BEGINNING;
Lj
THENCE CONTINUING SOUTH 155 FEET;
25'1
THENCE WEST 250 FEET;
THENCE NORTH 155 FEET:
(0
THENCE EAST 250 FEET TO THE TRUE POINT OF BEGINNING;
10'
TOGETHER WITH THAT PORTION OF VACATED ANDOVER STREET
10'
LYING ADJACENT THERETO PER ORDINANCE NO. 1578;
L
L - -
- -
_j
- - - -
- - - BSBL - - - - -
(ALSO KNOWN AS A PORTION OF LOTS 7 THROUGH 16,
lo,
INCLUSIVE, IN VACATED BLOCK 3, INCLUDING VACATED ALLEY
4?i L - - - - -
- - - -
THEREIN AND THE NORTH HALF OF VACATED ASHLAND AVENUE
- — — — — — —
— —
on" -rue, %Airqr i wc rur ol nrlv '9 C)Pr)r)Hr'Pn qnHTW PHNNIKIC.1
EDGE OF ASPHALT
28.47__'�J)- BOARD FI
N88*50',35"E 262.89
SURVEYOR'S CERTIFICATE:
THIS MAP CORRECTLY REPRESENTS A SURVEY BY ME OR UNDER MY
DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE
SURVEY RECORDING ACT AT THE REQUEST OF CRAIG T. REIMER IN
JULY, 2006.
ACK 111111 �EH. S&ER79
L.S. NO. 14490 STATE 0 WASHINGTON
RECORDING CERTIFICATE:
FILED FOR RECORD AT THE REQUEST OF CRAIG REIMER THIS
____ DAY OF — — - — -- — - 2006, AT ____ MINUTES
PAST _____.M. AND RECORDED IN VOLUME -_ I
PAGE AFN RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
CONFORMED COPY
MA1200607255189 1 PG S
07-25-2006 03:55pm $98-00'
SNOHOMISH COUNTY, WASHINGTON
APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY
OF EDMONDS PLANNING DIVISION,
BY
Y OF 2006.
W7 1-17-7
WA
PeOI440
L
EXPIRES 11/14/jkL
30' ROAD & UTILITY
TO THE EAST LINE OF SAID LOT 11, BLOCK 3, PRODUCED
EASEMENT
SOUTH, ALL IN FIRST ADDITION TO CITY OF EDMONDS,
AF#
165865
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF
PLATS, PAGE 131, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON.)
131.53 J/ i
REVISED LEGAL DESCRIPTION PARCEL A:
SET REBAR & CAP-T
LS#14490 (TYP)
THAT PORTION OF THE NORTHWEST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 18, TOWNSHIP 27NORTH,
RANGE 4 EAST, W.M. IN SNOHOMISH COUNTY, WASHINGTON,
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST
QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 18;
AREA NOTE:
THENCE SOUTH 88*57'42" WEST ALONG THE NORTH LINE OF
AREAS SHOWN ON THESE LOTS (GROSS
SAID SUBDIVISION A DISTANCE OF 735.05 FEET TO A POINT OF
INTERSECTION WITH THE CENTERLINE OF ANDOVER STREET;
AND NET) WERE CALCULATED IN THE
THENCE SOUTH 01*26'02" EAST ALONG SAID CENTERLINE A
FOLLOWING MANNER. GROSS EQUALING THE
OF 185.58 FEET, THENCE_NbRTH 88-52'32" EA§T
ENTIRE AREA AND NET EQUALING THE
161.35 FEET TO THE TRUE POINT OF BEGINNING; THENCE
ENTIRE AREA LESS EASEMENT.
CONTINUING NORTH 88*52'32" EAST 131.31 FEET; THENCE
SOUTH 01*31'04" EAST 153.92 FEET; THENCE SOUTH 88*50'35-
WEST 131.53 FEET; THENCE NORTH 01*26'02" WEST 153.99
FEET TO THE TRUE POINT OF BEGINNING.
BASIS OF BEARING:
REVISED LEGAL DESCRIPTION PARCEL B:
NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 18,
THAT PORTION OF THE NORTHWEST' QUARTER OF THE
TOWNSHIP 27 NORTH, RANGE 3 EAST, BEING NORTH 88*57'42"
NORTHEAST QUARTER OF SECTION 18, TOWNSHIP 27 NORTH,
EAST.
RANGE 4 EAST, W.M. IN SNOHOMISH COUNTY, WAV..INGTON,
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
NOTE:
COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST
INSTRUMENTATION FOR THIS SURVEY WAS A ONE -SECOND
QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 18;
TOTAL STATION. PROCEDURES FOR THIS SURVEY WERE FIELD
THENCE SOUTH 88*57'42" WEST ALONG THE NORTH LINE OF
SAID SUBDIVISION A DISTANCE OF 735.05 FEET TO A POINT OF
TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC
INTERSECTION WITH THE CENTERLINE OF ANDOVER STREET;
332-130-090.
THENCE SOUTH 01*26'02" EAST ALONG SAID CENTERLINE A
DISTANCE OF 185.58 FEET, THENCE NORTH 88-52'32- EAST
LEGEND:
30.00 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY OF
SAID ANDOVER STREET AND THE TRUE POINT OF BEGINNING;
fOUND MONUMENT
THENCE CONTINUING NORTH 88*52'32" EAST 131.35 FEET;
THENCE SOUTH 01*26'02". EAST 153.99 FEET; THENCE SOUTH
fOUND QUARTER CORNER ,,tV4,j axes paid in full on Tax Varcel(s)
88*50'35" WEST 131.35 FEET TO A POINT ON THE EASTERLY
0 p
RIGHT OF WAY OF SAID ANDOVER STREET, THENCE NORTH
X fOUND PK NAIL B y;,: ')ate 5-- 0 C,
01*26'02" WEST ALONG SAID RIGHT OF WAY A DISTANCE OF
154.06 FEET TO THE TRUE POINT OF BEGINNING.
MA
0 SET REBAR AND CAP LS# 14490
B513L BUILDING 5ETBACK LINE
Tri-County
Land Surveying Company
4610 200th St. S.W. Suite A
Lynnwood� Wa. 98036 (425)776-2926 Fax-776-2850
DRAWN BY. BH/AJ5
CHECKED BY: R5
DATE: JUNE20OG
5CALE. 1 "=30'
JOB No. 05-119
5HEET No. I or I
LOT LINE ADJUSTMENT No. LL-2006-0084
CITY OF EDMONDS LOT LINE ADJUSTMENT
EAGLEWOOD HOMES I.N.C.
N.W.1/4,N.E.1/4, SEC.181 T.27N., R-4E., W.M.
SNOHOMISH COUNTY, WASHINGTON
- i Q_ 41
\0
...........
P10
FROJEC7 PATA
owner: Nren 4 Erika McCallister jurisdiction: city Of EL
1601cl Andover 5t. 4-
Phone: 5ite Addreq
Address: 1001q Andover 5t.
Job #:
PROJECT TYPE
APN:
2-1041500100-100
Construction: \/B
auilding.type: R-5, U-1
LE6AL DE50RIPTION:.
Zoning: R5-10
PROJECT 5GUARE FOOTAG
Parcel B city.of Edmonds
BLA LL-2006-054
Basement:
ist Floor Exist:
1650
15t Floor Addition:
204
:2nd Floor Exist:
2nd Floor Addition:
1534
105
ENER6Y EFFICIENCY:
N5EC 2012
LIVIN& 5FACE APPEP:
50q
5525
climate zone:
compliance method.-
Marine 4
Prescriptive
TOT,A,L LIVIN& 5PA(�,E:
COVERF-p PORCH: (061K)
1q2
Heating system:
c7a5
4-1�0,Ej
Eneraw credit:
Eff icient. 51 dq. F-nve[Qg—e
6ARA6F- EX15T:
-122
Abv. gr. walls:
R-21
Below gr. walls:
HF-iCgHT CALCULATION
Floor R value:
R-30
505.1,-1 +310.25 +305A2 *+ 305.05=.
ceiling R value:
Average grade:
305.11-15
5ingle rafter R value:.
R-35
Ridge @ Add:
550.25
Yqlndow "U" factor:
U= .25
Max height:
335.11-15
5kylight U factor:
U= .50
Poor U factor
U= .50
LOT COVERA&E
Nindow manufacturer:
Milgard
Lot area gross:
Lot area net:
162C12
_rint:
Exist_ bidg,footp
Addition vecv—
+
Total coverage:
VENTILATION 5Y!5TEM--
integrated gas forced air system
,0/0 coverage:
Ir
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SHEET
SITE PLAN
CATHERINE ANDEFZ50N REC715TERW AFr-HITE(:,T
iq&2ro -76TH Ave. K #A 4nnwobd, INA 11505ro
(425) -Mro-ro766 TELEPHONE
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