18130 SUNSET WAY.PDFIIIIIIIIIIIIII
14840
18130 SUNSET WAY
ADDRESS: / ajL�) L,/
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: DETERMINATIONX-Conditional Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR: —
PERMITS (OTHER.):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED: —
SIDE SEWER PERMIT(S) #:—
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
Required E] Waiver
L-\TEMP\DSTs\Fom,s\Street File Checklist.doc
0
The City of Edmonds
APPLICATION
for
SIDE SIEWER PERNaT
NEW CONSTRUCTION [:] REPAIRS
Vesta -Jeschke
OWNER................ ................ I
ADDRESS J.8-I.50. Sunset '.Va,y Edmonds 'AIN
.. .. .. ..... ............ .................. ---------------------------------------------------------
a
U
Se(;-Lot TWP-t3LK RGE LE11Y C�')D.7
18 27 4 167 J2 �O 0
RT-17D BE3 Sw COR 1310'IT6LOT 1 TH S 89
17'34,'E 391.011TH N 1 01'57''E 599.64
FT TH N 56 g� I E 54.68' TBP TH S 52 '10'
o4,'E 208.3 TH E 128-311 TO W MGN SUN -
BASEMENT No.
CONTRACTOR ...... i k"Is �- ERN S EWERS
-------------------------------------------------------------------------------------------- PERMIT No-,��
LEGAL DESCRIPTION: LOT No . ....... ................................. BLOCK No . ....... 27....
...... ................
NAME OF ADDITION
APP,
APR 0
. k4:" i I,-
F/I EArt,,
DATE
BY wr
CITY `bF-_"ED'M0NDS
CIVIC CENTER — WATER-SEVVER DEPARTMENT Call PRospect 6-1107 when work
Is ready for. Inspection. (No insper,
1 0 2893
lions Saturday, Sunday.or'liolidays.) N_:
SIDE SEWER PERMIT
ADDRESS ................................ 1,81H ... .........
OWNEW .............. Vesta --- Ge.s.chk-e .............................................. CONTRACTOR ........ Sewers
.......................................................
Permission is granted .... &PX!il ... I
.. ..... LQ ...... ........... �, 19.�A, for ........................ days to REPAIR or CONNECT a side sewer
with City Sewers in accordance with application oil file and governing 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 I pected.
NOTE No. 2—Obtain full Information regarding Ordinance 11.16.030 and Regulations governing side sewersiwhen you get permit.
NO' No. 3—Top of side sewer must have at least 30 Inches cove rage at property line and 12 inches, inside �property line; minimum grade of 2%.
No bends In grade sharper than 'A will be permitted.
NOTX'No. 4—Trenches In street must be water settled and surface of street restored to original condition. Contractors shall be responsible for
fallure due to improper work which may develop within one year of completion.
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 appur-
tenances except to insert the pipe Into the wye.
9 PLANNING DATA
0 11,
STREET FaILEJ
Name: Ta vi mavie)on
Date: 01-1�;-JeOO(p
SiteAddress: IS15C) 5LAV15-0,�
Plan Check #: D13 - (PO4
Project Description: �&-xp a v% di rl g Jo a y v,,C n d o W ; m o V,& i5 f A k-
Reduced Site Plan Provided: ()��) NO)
Zoning:
Map Page:
Corner Lot: (YES /0
Flag Lot: (YES
Critical Areas Determination#: GA,,J,0C)0-DJcIJ -
ffl(S—tu��Req�uiredX e�teep -51 Dp*) U1 DArP- rn ap n ckf cciflt-r- e4-0 �� un oveq
—Waiver
%
SEPA Determination: I!,xbMP1-
Needed (for 500 cubic yards of grading or site within 200 feet of Puget Sound or Lake Ballinger).
El Fee
0 Checklist
APO List with notarized form
Exempt
uirOd 916W&k.�
Street-
Side* (we) 101
Side: (6W) I D'
(NW) 1151
Act0h1S6t&i&ki
Street*
SLOT,�t(,Fe;)
Side: NIB) Be
Side: (5W) (P
Rear:
a Detached Structures: -eg (6-h YJ g 3,9ra 49
M Rockeries: &Xf e)-ri V1 3 Ire -A -(A iY% f,9
El Fences/Trellises: yloVle 9�10vvvj.
El Bay Windows/Projecting Modulation:
8 Stairs/Deck: GX �Vrf v1 ctu*. s,,::�-ra i r,.5
Parking Required: 1,
Parking Provided: wo (,H-+W6q0),
Lot Area: -5 18.3
Lot Coverage:
Lot Coverage Calculations: + +
14 C Vlfw 16 tAvmt4 0 LA*) 2. C> 0& CVlvirwa
.86 Heigh
DatumPoint: y1A6yttAV-A&y1,f- WM)
DatumElevation: 100
MaximumHeight:
ActualHeight: Iko.157.7
ADU Created- (YES One, v4i-avit4l evlwm
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES
Otfier.,
A Cq1 (WO - 0 5610-�4f- q'f-15 A-VfXA3e CA rA 01'C
5 * qlb.-+ t ;?,J�
Coll too -I,
M^X
D J
(113-1.)
Plan Review By: : (� i n a, Go ( ci a,,%,
0
City of Edmonds
Critical Areas Determination
Applicant: I Jan and Bill Munson etermination #: I CA-00-197
Project Name: I Munson Addition Permit Number: Plan Check 01-132
Site Location: 1 18130 Sunset Way Property Tax Acct #: 1 1827 042 013 00 1
Project Description:
Addition to the existing single family residence shown on attached
plans
Waiver Criteria (all criteria must be found to apply):
X There will be no alteration of the Critical Area or its required buffers;
X The development proposal will not impact the Critical Area in a manner contrary to
the goals, purposes, objectives and requirements of the Critical Areas ordinance;
X The development proposal meets the minimum standards of the Critical Areas
ordinance;
X . The above findings are based on the following conditions of approval:
1. This conditional waiver is only for the additions shown in the attached site
plan.
2. A building permit is required for all work.
Based on the above findings and conditions, the requirement for a Critical Areas Study
associated with this development permit is hereby Waived, as authorized by Chapter 20.15B.040
(A)(1) of the 18dmonds Community Development Code.
Star Campbell 4/27/2001
Name Signature Date
-----------
GUTTERS/DOWNSPOUTS
TO CONNECT TO EXIST, S)
APPROVED AS NOTEl'.)
Date:
t P. WIE
7- *17 �/-71F
P %..I
IL CT'VIIER
-i'l 0 1 HEIGHT .2-6'
'o
IA0010.4 eAL&s,
F.
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fyi%'r,
15 r, to &'
0
f%ls-r
loo
K*340f-014 AvPt;r!*O
-jog -AF.
ffl'.�Vj&
SITE PLAN
—7. =�T
4p&kgjd--,
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c-9 e.*%4 *.f.
L Aw4A 0 , U5 s.f.
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A"T f�KUL J
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il� otort . ro, &�
RECEIVED
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
NO. Ch
cA F
C#Iical Areas Checklist
------------------
------------------------------------
Site Information (soils/topography/hyclrology/vegetation)
1. Site Address/Location:
2. Property Tax Account Number 6(-? C) C) 0
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? yes; — no.
If yes; how is site developed?
bw,�y , K
5. Describe the general.site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
,X\ Rolling:' slopes on site gen ' emlly less than 15% (a vertical rise of 10-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of
I 0-feet over a hdrizontal distance of 3i 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): __4ad
6. Site contains areas of year-round standing water: -2" Approx. Depth:
7. Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?
8. Site is in the floodway _ floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? Flows are seasonal? (What time of yeW
10. Site is primarily: forested : meadow. ;shrubs mixed
urban landscaped (lawn,shrubs etc) jaA
11. Obvious wetland is present on site: a D
C.
jty staff
L. Site -is Zofied?
Wo0T>,:. C
1 Wetland inVento4.-brCAk':' rd * 16did'aini w.Wan prtsea;on Site...
V. - 7 .., d ... - URI
4. Ctidcal-Amu'iiive��.,.,Qr.C..&.- .niap:W -00 sit'
3. Site within -designated:eiith-:s* ubsid.
... . . .. ....... ence lanftid.e... . ..... .
6., Site4isignaied -qn--tke-.-tnviro'firn ve Meas Map
DETERMIN . A T1 . ON
Ackdk.&-, Rw I WOW
City of Anonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
DATED'RECE;&D: I
OTYRECEIPIV. It')-7-24
Critical Areas File #: C^ — OP - i -a -7
Critical Areas Checklist Fee: $45.00
DATE MAILED TO APPLICANT:-Azic) 4ann
I
CRITICAL AREAS CHECKLIST
The Critical Areas Checklist contained on this form is
to be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of a development permit to the City.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The
information needed to complete the Checklist should
be easily available from observations of the site or data
available at City Hall (Critical areas inventories, maps,
or soil surveys).
An applicant, or histor 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 stiff in finding and
locating the specific piece of property described on this
form. In addition, the applicant shall include other
pertinent information (e.g. site plan, topography map,
etc.) or studies in conjunction with this Checklist to
assistant staff in completing their preliminary
assessment of the site.
I have completed the attached CRITICAL AREAS CHECKLIST and attest that the answers provided are
factual to the best of my knowledge (fill out the appropriate column below).
I PLEASE PRINT CLEARLY
Owner/Applicant:
/Ad V
Street Address
XYYL
'9
city State Zip
Telepho
Signatur4
Date:-J�6 7 /06-
f I
.— . --- - . 11 Famdw
Sxhw*%wWjwAffix=sCAM Fom&x
Applicant Representative:
Name
Street Address
City
Telephone:
Signature
State
Date:
zip
City of Edmonds
Critical Areas Determination
Applicant: Jan & Bill Munson Determination #: CA-00-197
Project Name: Permit Number:
Site Location: 1 18130 Sunset Wy. Property Tax Acct #: 1 18270420
Project Description:
Non -Project Specific
Determination: Study Required:
During review and inspection of the subject site, it was found that the site appears to contain
and/or is adjacent to a Steep Slope Hazard and Erosion Hazard Area pursuant to Chapter 20.15B
of the Edmonds Community Development Code (ECDC).
Based on these findings, prior to submission of any development permit, you will be required
satisfy the requirements of ECDC 20.15B by completing the following:
Steep Slope Hazard Area Delineation Requirements:
To determine if a Steep Slope Hazard Area does exist, a topographic survey prepared by a
Licensed Land Surveyor delineating Steep Slope Hazard Areas must be completed. Any slope of
40% or more with at least 20 feet of rise will be classified as a Steep Slope Hazard Area. ASO-
foot buffer is required from both the top and toe of the slope. A 15-foot building setback is
required from the 50-foot buffer.
For development of any kind which is proposed within the critical area, 50-foot buffer or 15-foot
buffer setback, it must be shown that the development will not adversely impact the Critical Area
or its buffer, by doing one or possibly both of the following depending on the outcome of the
study:
For development proposals which will occur within the 50-foot buffer, but no closeithan
10 feet from the top or toe of the slope, the 5 O-foot buffer requirement may be reduced to
10 feet if a study is completed by a licensed geologist or geotechnical engineer which
clearly demonstrates that the proposed buffer alteration will have no adverse impact upon
the site, the public or any private party. All Critical Area Studies, except those done by a
licensed geotechnical engineer, must be completed under a three party contract where the
City hires the professional required, and the applicant pays -for the study (pursuant to
ECDC Section 20.15B.140).
2. If development must occur within the critical area, buffer, and/or buffer setback, and is
not identified as an exception per ECDC Chapter 20.15B, a Reasonable Use Exception
and Variance must be obtained pursuant to ECDC 20.15B. I 70A and 20.15B.040C.
1
Erosion Hazard Area
The site is also in an area designated on the Critical Areas inventory as Slopes with Erosion
Potential. All proposed development must have an erosion control plan approved by the City of
Edmonds Engineering Department.
Both the qualified critical areas consultant and the Land Surveyor shall enter into a three party
contract with the applicant and the City of Edmonds as required in ECDC 20-15B. 140(D), where
the applicant pays for the study. The applicant may suggest qualified professionals for the City's
approval.
If the results of the Critical Areas Study determine that the lot may not be developed, the
applicant may apply for a Reasonable Use Exception and Variance pursuant to ECDC
20.15B.170A and 20.15B.040C).
If the property owner wishes to apply for a specific development permit which they feel
would not impact the Critical Areas located on the site, they may submit their proposal to
the Planning Department for review. If the Planning Department finds that the proposed
development permit will not adversely impact a Critical Areas or its buffers, a conditional
waiver may be issued on a project by project basis.
Name
Signature
Date
2
City of Edmonds
Critical Areas Determination
Applicant: I Jan and Bill Munson Determination #: CA-00-197
Project Name: I Munson Addition I Permit Number: I Plan Check 01-132
Site Location: 1 18130 Sunset Way Property Tax Acct #: 1827 042 013 00
Project Description
Addition to the existing single family residence shown on attached
plans
Waiver Criteria (all criteria must be found to apply):
X There will be no alteration of the Critical Area or its required buffers;
X The development proposal will not impact the Critical Area in a manner contrary to
the goals, purposes, objectives and requirements of the Critical Areas ordinance;
X The development proposal meets the minimum standards of the Critical Areas
ordinance;
X The above findings are based on the following conditions of approval:
1. This conditional waiver is only for the additions shown in the attached site
plan.
2. A building permit is required for all work.
Based on the above findings and conditions, the requirement for a Critical Areas Study
associated with this development permit is hereby Waived, as authorized by Chapter 20.15B.040
(A)(1) of the Edmonds Community Development Code.
Star Campbell kQ - 4/27/2001
Name Sig'-n"ature Date
APfroo.0't OlLolp. LwE /��p 0% D
GUTTERS/DOWNSPOUTS
TO CONNECT TO EXIST. S 0. 6'
APPROVED AS NOTED
,,,q)�jPGINEERING
Date: --------- �'fl-vrld& ALVIA'.'r f2k,
,4,
I Pv. wr
ING 7- 0 i'�� E. —
K�) �— - - � � - -
s 9E, 6 'A 0 1 ( -I-, I
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REAR
OT�JER
HEIGHT
14,
SITE PLAN
uA0ge-VIOA4 e4eh,
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1015 0-F-
ftl$'f O�WWLd - 1
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191,11 Y. I.Or
TAv Aewr ILA w4t L
goo r"
RECEIVED
� '-"'j L,
, i% — 4 '1001
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
I
City of ftmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: - 425.771.0221
DATED RECFSED: I x-2--?-c)c7`)
CITY RECEIPT#: I 1--� -7-2 4
Critical Areas File #: 0-,,N - (-', 0 - t,-:� -7
Critical Areas Checklist Fee: $45.00
DATE MAILED TO APPLICANT: Vlolana
CRITICAL AREAS CHECKLIST
The Critical Areas Checklist contained on this form is
to be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of a development permit to the City.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. . The
information needed to complete the Checklist should
be easily available from observations of the site or data
available at City Hall (Critical areas inventories, maps,
or soil surveys).
An applicant, or histor 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 finding and
locating the specific piece of property described on this
form. In addition, the applicant shall include other
pertinent information (e.g. site plan, topography map,
etc.) or studies in conjunction with this Checklist to
assistant ' staff in completing their preliminary
assessment of the site.
I have completed the attached CRITICAL AREAS CHECKLIST and attest that the answers provided are
factual to the best of my knowledge (fill out the appropriate column below).
PLEASE PRINT CLEARLY
Owner/Applicant:
V
Na;fie
9/00
Street Address
city State Zip
Telepho Z4 —4 �V"
Signatu4
Date:
c:mydocununtatspeUman(form&tCACL Fofmdoc
S:shamAcmprJan&tfcrmsCACL Fonmdoc
Applicant Representative:
Name
Street Address
City. State Zip
Telephone:
Signature
Date:
CA#ENO,CA---00- N
Atical Areas Checklist
---------------- --------------------------------------
Site Information (soils/topography/hydrology/vegetation)
I . Site Address/Location: 41,;56
2. Property Tax Account Number: isz-1 C) % -�!) C) 0
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? _&—yes; —no.
If yes; how is site developed? __ 4A41AL� Y_ dL��ft ck-d
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15%6 and less than 30% ( a vertical rise of
I 0-feet over a horizontal distance of 3 j to 66-feet).
Steep: grades of greater than 3 0% present on site (a vertical rise of I 0-feet over a
horizontal distance of less than 33-feet).
Other (please describe): -AAla
6. Site contains areas of year-round standing water: _2L-4 Approx. Depth:
7. Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?
8. Site is in the floodway floodplain_ of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? Flows are seasonal? (What time of year?
10.. Site is primarily: forested meadow ;shrubs ;mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site:
4&.d)
F&U ta�ff...Use-Onl
ty
L. - Sit.e.isZofied?:::-"
.2.. .:SCS inappedsoil.-It" e)0=?,:. GiRAN, Q-�-Y LOAM 1 1�5 - F-619,
ype(4)
:3 Wedand inventory:or C,.kmap:*:m*dicatesw'
dandpreisen,onsi
te?
A'
k Critical Ateas'invento*"ry-or..C;,-A.-.1-mat).ihdi�ates.',Cil��W Area on si
hazard,.area7::'
.5. �ite within -dcsignat*e&
6. Site:detignat'6d -on the Sdntitive Af'eas Map?
EiETEAMINATTION
J .0 F
.-P 13 9001 18004 18005
8727 8615
9pyPO P P P
18015
19
00
0 14 CP
0) C, 00
m 18017 co -1
8706
% ,-OR 4ft
18030 do MOW
9221 Op
9223 9 04
910A 8708 18102
9100 00 18109
9225
% 18111
9235 9110 of 0 18121 8710 18112
9227 9V2 18107 18108
18128
9229 8712 18122
9112 9106 40 do 1 861
do 18206 8715
18130 86(
Sp
9122 18121 k8717 w1j. m
9204 do
9230 9118 .040
25 \18218 40 40
9302 18214 18129 18210
9304 40
dp
8 2
9314 18230 182 8704
9318 20 C%j
18229 V- A 8706 8621
9221 9210 830 18230 8720 IT-
18315 9215 18310 J, 8619
6 18311 — 8714 8708 C.)
9133 N
9131 1 2 1306 �o i
45\10 8310 8710 co 8615
9216 9015 18317 F,
9400 \�ja 9222 9003 Go
32 9135 9125 18322 C.) N 0) c-,
9228 9105 ao rcl, ;z N 8613
ao 00 00 ca
184'
18401 9134
18404 18404
16 9010 9007 C.)
0 8808 184 . 07 8710 8610
v
00 W_
18403 18415 18411 18419 9004 >
18417
18424
18423 18425 18425 18427 !:2 1 8608
City of Edmonds
Critical Areas Determination
Applicant: Jan & Bill Munson Determination #: I CA-00-197
Project Name: Permit Number:
Site Location: 1 18130 Sunset Wy. Property Tax Acct 1827 042 013 00
Project Description:
Non -Project Specific
Determination: Study Required:
During review and inspection of the subject site, it was found that the site appears to contain
and/or is adjacent to a Steep Slope Hazard and Erosion Hazard Area pursuant to Chapter 20.15B
of the Edmonds Community Development Code (ECDC). '
Based on these findings, prior to submission of any development permit, you will be required
satisfy the requirements of ECDC 20.15B by completing the following:
Steep Slope Hazard Area Delineation Requirements:
To determine if a Steep Slope Hazard Area does exist, a topographic survey prepared by a
Licensed Land Surveyor delineating Steep Slope Hazard Areas must be, completed. Any slope of
40% or more with at least 20 feet of rise will be classified as a Steep Slope Hazard Area. A 50-
foot buffer is required from both the top and toe of the slope. A 15-foot building setback is
required from the 50-foot buffer.
For development of any kind which is proposed within the critical area, 50-foot buffer or 15-foot
buffer setback, it must be shown that the development will not adversely impact the Critical Area
or its buffer, by doing one or possibly both of the following depending on the outcome of the
study:
For development proposals which will occur within the 50-foot buffer, but no closer than
10 feet from the top or toe of the slope, the 50-foot buffer requirement may be reduced to
10 feet if a study is completed by a licensed geologist or geotechnical engineer which
clearly demonstrates that the proposed buffer alteration will have no adverse impact upon
the site, the public or any private party. All Critical Area Studies, except those done by a
licensed geotechnical engineer, must be completed under a three party contract where the
City hires the professional required, and the applicant pays for the study (pursuant to
ECDC Section 20.15B.140).
2. If development must occur within the critical area, buffer, and/or buffer setback, and is
not identified as an exception per ECDC Chapter 20.15B, a Reasonable Use Exception
and Variance must be obtained pursuant to ECDC 20.15B. 1 70A and 20.15B.040C.
1
Erosion Hazard Area
The site is also in an area designated on the Critical Areas inventory as Slopes with Erosion
Potential. All proposed development must have an erosion control plan approved by the City of
Edmonds Engineering Department.
Both the qualified critical areas consultant and the Land Surveyor shall enter into a three party
contract with the applicant and the City of Edmonds as required in ECDC 20.15B. 140(D), where
the applicant pays for the study. The applicant may suggest qualified professionals for the City's
approval.
If the results of the Critical Areas Study determine that the lot may not be developed, the
applicant may apply for a Reasonable Use Exception and Variance pursuant to ECDC
20.15B. 170A and 20.15B.o4oc).
If the property owner wishes to apply for a specific development permit which they feel
would not impact the Critical Area ' s located on the site, they may submit their proposal to
the Planning Department for review. If the Planning Department finds that the proposed
development permit will not adversely impact a Critical Areas or its buffers, a conditional
waiver may be issued on a project by project basis.
Name
Signature
Date
2
City of Edmonds
Critical Areas Determination
Applicant: I Jan and Bill Munson Determination #: I CA-00-197
Project Name: I Munson Addition Permit Number: Plan Check 01-132
Site Location: 1 18130 Sunset Way Property Tax Acct #: 1827 042 0.13 00 1
Project Description
Addition to the existing single family residence shown on attached
plans
Waiver Criteria (all criteria must be found to apply):
X There will be no alteration of the Critical Area or its required buffers;
X The development proposal will not impact the Critical Area in a manner contrary to
the goals, purposes, objectives and requirements of the Critical Areas ordinance;
X The development proposal meets the minimum standards of the Critical Areas
ordinance;
X The above findings are based on the following conditions of approval:
1. This conditional waiver is only for the additions shown in the attached site
plan.
2. A building permit is required for all work.
Based on the above findings and conditions, the requirement for a Critical Areas Study
associated with this development permit is hereby Waived, as authorized by Chapter 20.15B.040
(A)(1) of the Edmonds Community Development Code.
Star Campbell 4/27/2001
Name Sig-n�ature Date
GUTTERS/DOWNSPOUTs
TO CONNECT TO EXIST. SN
APPROVED AS NOTED
,q)�j�NGINEERING
Date:
44
. . ........
Sv
U,
AF)PT
qr
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rol
Cfff-,TId& OL V.4A.f f2b
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SITE PLAN
f)
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OTHER
HEIGHT
-2)5
IA"e-VIO&O14 e4e.4,
1pvr.
105 t,F-
kv..'r.
-411
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4 1
t&5(rP 'Of-
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rAy Aewr V� �f L
IkQPKOS 12-1" NJ$f'r KAY
L'or g" . et i 4, &�
RECEIVED
4
DEVELOPMENT SERVICES CTR-
CITY OF EDMONDS
0
0
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
=FILE]
Name: Z_ 70 04D2
F
Date: 11,6
Site Address: 13
Plan Check
Project Description: ft 6vt fd f- a dd a_^ W-0 o4 4-0 c ktc� � r,, 9� 'E�
Reduced Site Plan Provided: (YES NO)
Zoning://? _2,
Map Page:
Corner Lot: (YESI-Op
Flag Lot: (9/ NO)'—>
Critical Areas Determination#: cc) < 117- m('t\- lo� w-rdA, �,,r
19��Stucly Required (qo s-
11 waiver
SEPA Determination:
O�Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Reg IWr Setbacks 1,96
0
Side:
Actual Setbacks
0 e
Side: /0.1
Side:
I — 0 Q__J
Reat:
Detached structures:
El Rockeries:
Fences/Trellises:
Bay Windows/Projecting Modulation: eAAee-5 qy-"
El Stair,s/Deck:
Height
Datum Poi n t:
Datum Elevation:
Maximum Height Allowed:
Actual Height: 1q. 5- C-72
Other
Parking Required:
Parking Provided: e1C �b
Lot Area: 0 3 3
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations: f 3 10-W
ADU Created: (YES
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES Ep
Comments
A- 7-10 -?o. 6 �q 7- 16-7- 6 15- 6vv-� dl- t (0 5
7
11,LcV 3) P FTO ftd f C,0 Vd-IL S-- 4C
a V-�_j IY V1
11 IA14.e.94 12 An f r- P
Q___
, j: t_-,
Plan Review By:
1/f --1A I D i
W
j,V
J;gjk
V
City of Edmonds
Critical Area Notice of Decision
Applicant:
Crc-P-0) C,
Property Owner:
A111
Critical Area File 4: *
I /
C/2 4 -'� Do C) 1:7
Permit Number:
qCD-,:916,Q (33
Site Location:
19 13c) �(14
I Parcel Number:
-7o 9 (9 00 -Z- 0 0
Project Description:
�44 400 epV-R
Conditional Waiver. No critical area report is required for the project described above.
I There will be no alteration of a -Critical Area or its required buffer.
2. The proposal is an allowed activity pursuant to ECDC 23,40.220, 23.50.220, and/or
23.80.040.
3. The proposal is exempt pursuant to ECDC 23.40.230.
Erosion Hazard. Pro ect is within erosion hazard area. Applicant must prepare an erosion and
sediment control plan in compliance with ECDC 18.30.
F-1 Critical Area Report Required. The proposed project is within a critical area and/or a critical area
buffer and a critical area report is required. A critical area report has been submitted and evaluated
for compliance with the following criteria pursuant to ECDC 23.40.160:
I The proposal minimizes the impact on critical areas in accordance with ECDC 23.40-.120,
Mitigation sequencing;
2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare
on or off the development proposal site;
3. The proposal is consistent with the general purposes of this title and the public interest;
4. Any alterations permitted to the critical area are mitigated in accordance with ECDC
23.40. 110, Mitigation requirements.
5. The proposal protects the critical area functions and values consistent with the best
available science and results in no net loss of critical functions and values; and
6. The proposal is consistent with other applicable regulations and standards.
F-I Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately
mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.1-60 and
the provisions of the City of Edmonds critical area regulations. See attached findings of
noncompliance.
Favorable Critical Area Decision. The proposed project as described above and as shown on the
attached site plan meets or is exempt from the criteria in' ECDC 23.40.160, Review Criteria, and
complies with the applicable provisions of the City of Edmonds critical area regulations. Any
subsequent changes to the proposal shall void this decision pending re -review of the proposal.
Conditions. Criti cal Area specific condition(s) have been applied to the permit number referenced
above. See referenced permit number for specific condition(s).
M'C 1('/�s
Reviewer
9 &�.
Signature I/
.5- 1 /Z- I �( 6
Date
Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the
requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any,
for the permit or approval involved.
Revised 12/16/2010
'City 6f EdmondS
6 9 0 - 194 -
RIGHT-OF-WAY UONSTRUUTION.
PERMIT J1 Permit Number: (7 3-0 ?a,
(16 .1 Issue Date: LI-S-?- 3
A. Address or Vicinity of Construction: - 18130 Sunset Wy. (9310178)
B. Type of Work (be specific): Iustall New Service
C. Contractor: Washington Nat'l. Gas Co.
.Mailing Address: 815 Mercer St.Seattie.Wn
State License #:
D. Building Permit # (if applicable):
Contact: Frank Swan
Phone: 224-22.
Liability Insurance: Bond: $
Side Sewer Permit # (if applicable): Ole"
E. 'F_J Commercial El Subdivision 0 City Project &J Utility (PUD, GTE, WNG, CABLE, WATER)
Multi -Family El Single Family n Other
INSPECTOR: INSPECTOR:
F. Pavement or Concrete Cut [F] Yes ONo G. Size of Cut:(,P_�� x5 @ H.. Charge $
water
APPLICANT TO READ A /SIGN
INDEMNITY.- Applicant understands and by his signatt4re to this application, agrees .. h the City of Edmonds harm'd�f"�_ �Vi. ..�h-d'anzages, or
claims of any jUnd or description whatsoever, foreseen or unforeen, that may be made-&ai the City of Edmonds, or any'ofits departments or employ-
f os attorney fees by reason of g tin
ees, incl"ing or not limited to the defense of.any legal proceedings inchiding de ense. c ;F ran - phis Ver!ai�t.
. 14
YHE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIPAND MAMMALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECHON
AAD ACCEPTANCE OF THE WORK ES77MA7ED RESTORA77ONFEES WILL BE HELD UN77L THE FINAL STREET PATCH IS COMPLE7ED BY
CITY FORCES, A T WHICH 77ME A DEBIT OR CREDIT WILL BE PROGESSED,FOR ISSUANCE TO THE APPLICANT.
4,/
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Departm 'n , E *
Work is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City�regulations as required by the City Engineer.
ov- 4
h wd
All street cut ditches shall be patched with asphalt or City appr e —material prior to t e end: of the - rking day;
NO EXCEPTIONS.
I have read the above statements and understand the pe-rKit requi . rements and the pink copy.of the permit will be. available
on site at 611 timesfor inspection purposes.
".g
Signature: Date: March 26, 1993
(Contractor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
NO WORK SHALL BEGIN PRIOR TO PERMITISSUANCE
Engrg. Div. 1991
Eng. Div. July 1985
ClsLLGC�
dr*v a �"" Lvw - -
A"
Addend um t o 0
City of Edmonds
Right of way
Permit Application
..Submitted by: —S
Engineering Aide
Washington -Natural Gas
13 O.—P &,\—I
(7:x
x F))
WNG to window
Water main depth Key:
-UnknnWA zz",a -w- water
9- gas -
gas main -ss- sewer
-e- water hydrant
0 water valve
815 Mercer St. (P.O. Box 1869), Seattle. WA 98111 (206) 622-6767
I&
le, *�� CJ
8 9 0 - 1 9 c�
City of EdmonAk � 3AW
IRGHT-OF-WAY CONSTRUCTION &�,
F-",-4 1�6 C/
PERMIT
Permit Number: '/3-wa
Issue Date: _;.. /�) - �' �
A. Address or Vicinity of Construction: 18130 Sunset Wy. (9310178) W
B. Type of Work (be specific): Install New Service
C. Contractor: Washington Nat'l. Gas Coi
Mailing Address: 815 Mercer St.Seattle, Wa.
98111
State License #:
D. Building Permit # (if applicable):
Contact: Frank Swan
Phone: 224-2278
Liability Insurance: Bond:$
Side Sewer Permit # (if applicable): _
E. F� Commercial E] Subdivision [I City Project );E9C Utility (PUD, GTE, WNG, CABLE, WATER)
El Multi -Family E] Single Family F1 Other
INSPECTOR: INSPECTOR: t,,A,A-
F. Pavement or Concrete Cut El Yes )0% G. Size of Cut: ___T_ x H. Charge$
APPLICANT TO READ AND, GN
INDEMNITY. Applicant understands and by his signature to this application, agrees to;fi' he City of Edmonds harrnlesL3�2;n iourio,,03nages, or
'7
claims of any jUnd or description whatsoever, foreseen or unforeen, that may be made ag�%nst he City of Edmonds, or any of its departments or employ-
ees, including or not limited to the defense of any legal proceedings including defense costs, and attorneyfees by reason of granting this permit.
THE CONTRA CTOR IS RESPONSIBLE FOR WORKMA NSHIP A AD MA TERIA LS FOR A, PERIOD OF ONE YEA R FOLLO WING YHE FINAL INSPECITON
A ArD ACCEPTANCE OF THE WOR I K. ES77MA TED RESTORA 77ON FEES WILL BE HELD UN77L, THE FINAL STREET PA TCil IS"tOMkiETED BY
CITY FOR CES, A T WHICH 77ME A DEBIT OR CREDIT WILL BE PRO CESSED FOR ISSUA NCE TO THE A PPLICA NT,
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Departmi6f.
Work is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes. z'
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved material prior to the end of tk� working day;
NO EXCEPTIONS.
I have read the above statements and understand they -emit requirements and the pink copy of the permit will be available
on site at all timesfor in� ection purposes.
SP
Signature: Date: March 8, 1993
(Contractor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROVED BY: RIGHT OF WAY DEPOSIT:
,AFTER DAYS. DISRUPTION. FEE/FUND I 11:
.......,...RESTORATION
:::::.TOT,AL.FEE:,: fF_�0 7
RECEIP'r.NO:...-
TE: - , . ISSUED BY
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
Engrg. Div. 1991
Vex
P City of Edmono
RIGHT-OF-WAY CONSTRUCTION
8 9 0 - 1 9 10) -
TffIT ell
Permit Number: 1'73-00
STREET Issue Date:
A. Address or Vicinity of Construction: - 18130 Sunset Wy. (9310178)
B. Type of Work (be specific): Install'New.Seryice
C. Contractor: Washington Nat'l - Gas Coi
Mailing Address:815 Mercer St.Seattle, Wn.
State License #:
D. Building Permit # (if applicable):
Contact: Frank Swan
Phone: 224-2278
Liability Insurance:
Bond: $
Side Sewer Permit # (if applicable):
E. 'F_J Comm ' ercial 0 Subdivision F1 City Project 3q?9C Utility (PUD, GTE, WNG, CABLE, WATER)
F1 Multi -Family [I Single Family Other
INSPECTOR: INSPECTOR: k/J�4 t,
F. Pavement or Concrete Cut El Yes AMM G. Size of Cut: x H. Charge$
APPLICANT TO RE I AD AN4DGIN
INDEMNITY. Applicant understands and by his signature to this application, agrees to he City of Edmonds harwile.L-9. Ijwi,5��ages, or
ins Ci,
claims of any kind or description whatsoever, foreseen or unforeen, that in, ins, he City of Edmonds, or any 9f its departments or employ-
ees, including or not limited to the defense of any legal proceedings including defense cqsts, and atiomeyfees by reason of granting -this -permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PER IOD OF ONE YEAR FOLLOWING, TH7 FIJy
) 4L INSPECHON
AND ACCEPTANCE OF THE WORK. ES77MA 7ED RESTORATION FEES WILL BEWA�QN77bTHE FINAL STREET PATC14,1S &A�FLETED BY
CITY FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Depar
Work is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in * accordance with City regulations as required by the City Engineer.
All street cut ditches shall be paiched with asphalt or City approved material prior to the end, of tt� working day;
NO EXCEPTIONS.
I have read the above statements and understand the permit requirements and the pink copy of the permit will be available
on site at all timesfor in��.ection purposes.
Signature: Date: March 8, 1993
(Contractor or Agent) . 6�
CALL DIAL -A -DIG PRIOR TO BEGHN�G WORK
FOR CITY USE ONLY
...........
. ............ ..
. ... .. ......
............. .... ....
.............. ......
:71 . 9E I AUT . H 1 0 . RIZ I E I MYO I I D AFTE R DISRUPTIONT E FUt
.. ............ ........ - .....
.. ...... ..
:::SPECIAL. CONDITIONS::,
RESTORATION:FEE:::,
.......... ......
ENTS:
........... .......... I ................ ..
... .......
__.,........RECEIPT. NO:..
..... -1-1 - ........ I ........... ..........
DATE: ISSUED
Engrg. Div. 1991
FIELD INSPECTION No (Funrl I I - Route copy to Street Dept.)
Comments:
I Diagram:
CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P. W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
Eng. Div. July
Addendum to City of Edmonds
Right of Way
in
=.L JU I T- Application
Submitted by: C--
-jUk,,-jLL. C-V�-N�JDIF-�s
Engineering Aide '-
Washington Natural Gas
c5?—) — 52A e)
J
Z
WNG to window
Water main depth
unknown 2-z"a
121-11 gas main —
�JD -ID&\,( I K_jf:7
Key:
-w-
water
-9-
gas -
-ss-
sewer
-19-
water hydrant
0
water valve
815 Mcrccr SL (PO. Box 1869), ScaUk. WA 98111 (206) 622-6767
12/19/2005 09:20 3606577354 --------- 0
1,2/15/2005 23.'47 4257742408
KFOUR
MUNSON CO PAGE 01
Of
CA/Ze 390d
9,
Q,
copy
ew
0201
�,DATE RECEIVED
X g_
f PERMIT EXPIRES
CITY OF EDMONDS
"USE PERMIT
ZONE
2Z/2 NUMBER & Jl�
JOB 4 SUITFJAPT#
CONSTRUCTION PERMIT APPLICATION
ADDRESS/
OWNER.�AME/NA�E OF BUSII�ESS
PLAT NAME/SUBDIVISION NO.
LOT NO.
LID NO.
LID FEE $
_j
MAILING ADDRESS
W
z
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approved 0
RW Permit Required 0
0
EXISTING — PROPOSED
Street Use Permit Req'd 0
Inspect on Required 0
Sldewa:k Required 0
CITY ZIP
TEL�PHONE
0,
iz!
REQUIRED DEDICATION— FT
Underground
Wlflng,equked 0
NAME;/` i
METER SIZE
LINE
NO. OF FIXTURES
PRV REQUIRED
/* "9
L
YES 0 No 0
9
W
ADDRESS
REMARKS
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
z
cc
_J,
z
W
CIT,�, Pi
TE LEP HONE
X
NAME
ENGINEERING REVIEWED/DATE
M
0
t-
ADDRESS
-r7
— 11 . ) . & .
cc
FIRE REVIEWEDBY DATE
CITY ZIP
7 1
—
TELEPHONE
0
u.
VARIANCE OR CU
SHORELINE OR AD9#
INSPECTION IPBOND
REO'D,^ OSTED
STATE LICENSE NUMBER EXPIRATION DATE
CHECKED BY
re—
0 ES
Y 0
SEPA REVIEW
COMPLETE EXEMPT
SIGN AREA
ALLOWED PROPOSED
HEIGHT
ALLOWE PROPOSED
-71
PROPERTY TAX ACCOUNT PARCEL NO.
LU
_j
.3
EXP I
2cos' I I
NEW RESIDENTIAL LUI��EHN,� MECH
PLL
K��
LOT COVERAGE
ALLOWED kOPOSED
REQUIRED SETBACKS (FT.)
FRONI SIDE REAR
PROPOSED SETBACKS (FT.)
FRONT UQ SIDE REAR
COMPLIANCE OR
T5
921 501
a
9
ADDITION 0 COMMERCIAL
,7 E] CHANGE OF USE
z
z
PA KING
REQ`D, PROVIDED k4
LOTAREA
PLANTING REV EW 'S DATE
�A# �j
REMODEL E] APARTMENT E-1 SIGN
0 GRADING FENCE
REPAIR CYDS FT)
j/
REMARKS
DEMOLISH 0 TANK C3 OTHER
z
GARAGE 1:3 RETA' NING WALL PIENEWAII-
CARPORT DC RY
R KE
0
r-
(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
CHECKEDBY
JTYP&�79ONT)UCTION
j —
JC�PE
617
OCCUPANT
GROUP
cc
NUMBER
OF
NUMBEROF
DWELLING
CPIITICAL:2�>?7�14r/ =74
AREAS
7
SPECIAL INSPECTOR
AREA
OCCUPANT
to
o
STORIES
UNITS
NUMBER
REQUIRED E] YES
LOAD
DESCRIBE WORK TO BE DONE
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REQ'D
a
'Qjaij i�'I, kf:�j 11 IrYql U-)eW:�i"A 21/464�
61
VALUATION
FEE
PLAN CHECK FEE
HEAT SOURCE k7J I,,_QT SLOPE
� twkw I
BUILDING
CD
PLAN CHE�K NO: VESTED DATE
A
PLUMBING
'MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
t:
2
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
f
GRADING/FILL
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
STATE SURCHARGE
-
ui
PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT. 1/YEAR - PROVIDED WOW(IS STARTED WITHIN 180 DAYS
-SfE 13ACK OF PINK PERM 7 FORNORE INFORMAT19N
ENG.,R6'1i� FEES
777 f
"APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
ENG. INSPECTION FEE
to
W
j
IN INTEREST, AGREES TO INDEMNIFY, DEFE�D AND HOLD HARkESS THE CITY OF
_:x"
LANDSCAPING
2
lZ
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
INSPE&ICIN FEE
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
RECEIPT., .-7
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
PLAN CHECK DEPOSIT
0
NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION."
TOTAL AMOUNT DUE RECEIPT .-,?
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT.THE INFORMATION
APPLI'CATION APPROVAL
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED'AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
This application is not a permit until signed by the
CALL
TION;
AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
Building Official or his/her Deputy: and Fees are paid. and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION receipt is acknowledged in space provided.
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
OFFIbIALS SIGNATURE DATE
SIGNATUAE (64NER'PR AGENT) DATE SIqNEO
(425)
Vlok!
771-0220 &
RE1ELASED By DATE
ATTENTION
EXTf'333
IT
IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
."Y j
771-0221
A
FINAL INSPECTION HAS BEEN MADE'AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
ORIGINAL -FILE - YELLOW - INSPECTOR
FAX PINK -OWNER - GOLD - ASSESSOR
5/98
1.0 GENERAL
THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY
DISCREPANCY FOUND AMONG THE DRAWINGS, 5PECIF1 CATIONS, THESE NOTES,
AND THE SITE CONDITIONS SHALL BE REPORTED TO THE OWNER, WHO
SHALL CORRIECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE
CONTRACTOR AFTER DISCOVERY Of: SUC14 DISCREPANCY SHALL BE DONE AT THE
CONTRACTOR'S RISK THE CONTRACTOR SHALL VERIFY AND COORDINATE THE
DIMENE71ONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR
FABRICATION. THE CONTRACTOR 16 RESPON51BLE FOR ALL BRACING AND
SHORING DURING CONSTRUCTION.
1.1 CODES
SHALL CONFORM TO THE
ALL METHODS, MATERIAL$ AND WORKMANSHIf
REQUIREMENTS OF THE CITY OF EDMONDS: 2012 INTERNATIONAL BUILDING CODE
(IRC), AS AMENDED AND ADOPTED BY THE CITY OF EDMONDS AND THE STATE OF
WASHINGTONi A.C.I. 318, A.I.S.C. STH EDITION, AND A.I.T.C. 3RD
EDITION.
1.2 DESIGN CRITERIA
A. LIVE LOADS
ROOF 25 P6F
FLOOR RES 40 FSF
FLOOR DECKS 40 FSF
B. LATERAL LOADS:
WIND DESIGN CRITERIA:
1. BASIC WIND SPEED 85 mph
2. WIND IMPORTANCE, I W = IDO (CATEGORY 11)
3. WINDOW EXPOSURE '5'
4. INTERNAL PRESURE COEFFICIENT N/A (SIMPLIFIED WIND LOAD METHOD 160'Bb)
5. COMPONENTS AND CLADDING
ZONE
POSITIVE
PRESSURE
NEGATIVE
PRESSURE
1
ll.c� PSF
-133 PSF
2
11.15 PSF
-15.2 FSF
2(OVERHANG)
-24.1 PSF
11.1B PSF
-15.2 PSF
3(OVERHANG)
-24.1 P5F
4
13D F5F
-14.1 PSF
5
13.0 P6F
-11.4 RSF
TOPOGRAPHIC EFFECT FACTOR K =11-0 Tz
SEISMIC DESIGN CRITERIA:
1. SEISMIC IMPORTANCE, Is = 1.0 SEISMIC USE GROUP I
2. MAPPED SPECTRAL RESPONSE ACCELARATION5 5 =IB513, .545,
3. 51TE CLASS : D
4. SITE RESPONSE COEFFICIENTS: 5 cis = 1,03% 6 dl m.545
5.
SEISMIC DESIGN CATEGORY: D
(o. BASIC SEISMIC -FORCE -RESTING SYSTEM: BEARING WALL SYSTEM
1. DESIGN BASE SHEAR: 18.8 KP5
8. SEISMIC RESPONSE COEFFIENTS: Cs =0.14
,a. RESPONSE MODIFICATION FACTOR. R=&B
10. SIMPLIFIED SEISMIC ANALYSIS RPOCEDURE
1.3 SOIL DATA
FOR LOCATIONS SEE SOILS RrEPORT. SOIL BEARING 6 CONT. SPREAD
FOOTINGS = 2000 PBF. ALLOW 33-1/3% INCREASE FOR LOADS FROM WIND OR
SEISMIC ORIGIN, EQUIVALENT FLUID ACTIVE PRESSURE AND PASSIVE
PRESSURE ARE 35 PCF AND 300 PCF, RESPECTIVELY.
2.0 SITE WORK
2.1 EXCAVATION
EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM
UNDISTURBED MATERIAL. AREAS OVER -EXCAVATED SHALL BE 5ACKFILLED
WITH LEAN CONCRETE (f'c = 2000 PSI), OR 51E STRUCTURALLY FILLED PER
SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S EXPENSE.
2.2 BACKFILL AND COMPACTION
5ACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS,
5CREEDS, OTHER WOOD DE15RI5 AND MATERIAL SUBJECT TO ROT OR
CORROSION. USE ONLY MATERIALS APPROVED FOR 5ACKFILL . IN AREAS
UNDER SLA55 OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE,
PLACED IN b-INCH LIFTS AND COMPACTED TO AT LEASTS59. OF MAXIMUM DRY
DENSITY AS DETERMINED BY AASHTO COMPACTION TEST, PROCEDURE T-lee.
THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL.
3.0 CONCRETE rp SACKS OF CONCRETE PER CU51C YARD
3.1 GENERAL
ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS FOR
"ULTIMATE STRENGTH TYPE CONCRETE", PER ACI 301, "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDING." PROPORTIONING OF INGREDIENTS FOR
EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE
GIVEN IN ACI 301. PLACE CONCRETE PER ACI-304 AND CONFORM TO
ACI-604(306) WINTER CONCRETING AND ACI-605(305) FOR HOT WEATHER
CONCRETING. CONCRETE SHALL BE PLACED TO AVOID SEGREGATION,
HONEYCOM51NG OR POCKETS. USE INTERIOR MECHANICAL V15RATORS WITH
1000RPM MINIMUM FREQUENCY. DONOT OVER-VI5RATE. CONCRETE5HALL
BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS.
PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND
EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING.
PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT
LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOWN ON THE DRAWINGS.
ALL TIES AND ANCHORS SHALL BE CUT OFF FLUSH WITH THE SUIRF-ACEi
SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM
IRREGULARITIES.
3.2 STRENGTH
TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE:
BLABS ON GRADE : 2000 FBI i MAX SLUMP 3" (UNSUPERVISED)
FOOTING 4 WALLS: 2000 PSIi MAX SLUMP 4" (UNSUPERVISED)
THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOLITH
16 ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY WITHOUT
CHANGING THE WATER CONTENT OF THE ORIGINAL MIX DESIGN.
PROPORTION MIX ACCORDING TO IRC 11304.
3.3 MATERIAL: MATERIAL: CEMENT, WATER 4 AGGREGATES PER ACI 301
A. CEMENT MUST CONFORM TOA5TM 150, TYPE I OR TYPE 11. ENGINEER'S
APPROVAL 15 REQUIRED FOR USE OF TYPE Ill CEMENT.
5. WATER TO BE CLEAN AND POTABLE.
C. COARSE AND FINE AGGREGATES To CONFORM To A6TM-C33.
3.4 MATERIALS
A. WATER REDUCING ADMIXTURES: MUST CONFORM TO ASTM-C4,,34, POZZOLITH
344N, POZZOLITH IOOXR, OR POZOLITH 122HE. POZZOLITH SHALL BE
INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS ISYNERGIZED PERFORMANCE SYSTEMS"
CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE
CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL. ADMIXTURES
AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE
CONTRACTORS JOIBSITE REQUIREMENTS. MAXIMUM SLUMP FOR
"SYNERGIZED PERFORMANCE SYSTEMS" CONCRETE SHALL NOT EXCEED all.
USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
5. AIRENTRAINMENT: CONFORM TO ASTM-C260 AND ASTM-C4134,M5-AE-10
BY MASTER BUILDER ENTRAIN 5% +/- 1% AIR BY VOLUME IN ALL
EXPOSED CONCRETE.
C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR
APPROVAL 15 GIVEN BY THE ENGINEER
3.6 REINFORCING STEEL
DETAIL, FABRICATE ANDPLACE PER ACI-315 ANDACI-315. SUPPORT
REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES.
A, STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL,
MEETING ASTM A615, GRADE 60 FOR #5 AND LARGER
BARS, EXCEPT AS NOTEDi GRADE 40 FOR 04 AND SMALLER BARS. SHOP
DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE
ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 RE5AR5
SHALL NOT BE BENT IN FIELD AFTER PLACING.
5. REINFORCEMENT IN ALL WALLS, SLAI55,AND FOOTINGS SHALL BE
CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH
VERTICAL AND HORIZONTAL.
C. LAPS: ALL TENSION SPLICES ARE ACCORDING TO ACI 318-813, CLA-55 5
AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS, UNLESS NOTED
OTHERWISE.
D. TRIM REINFORCING: AROUND ALL OPEN ING5 SHALL BE AMINIMUMI-05
TOP AND BOTTOM, EXTENDING V-6" BEYOND OPENING AT EACH CORNER
SEE TYPICAL DETAILS.
E. WELDING: TACK WELDING OF REIBAR 18 NOT PERMITTED UNLESS CALLED
F. MINIMUM REINFORCING: WHERE REINFORCEMENT 18 NOT SHOWN ON
DRAWINGS, THE "BUILDING CODE REQUIREMENTS FOP, REINFORCED
CONCRETE" (ACI 315-513) SHALL BE REFERRED TO FOR PROPER
REINFORCEMENT.
G. RE15AR COVER: PROVIDE CONCRETE PROTECTION FOP, REINFORCEMENT AS
FOLLOWS:
3" CONCRETE DEPOSITED AGAINST EARTH
2" CONCRETE DEPOSITED AGAINST FOIRMS BUT EXPOSED TO EARTH
1-1/2" TO TIES IN COLUMNS, AND TIED RE5AR IN WALLS
1-1/2" FOR BARS IN SLA55 ON GROUND
3/4" INTERIOR FACE OF WALLS
H. WELDED WIRE FABRIC: ASTM-AII35 AND A5TM-A52
J. MINIMUM STEEL REQUIREMENTS FOR CONCRETE WALL USING 04 REIBAR
HEIGHT VERTICAL HORIZONTAL
01
(01 -(Of 181, O.C. lall O.C.
-Cal I(oll O.C. 101, O.C.
3.6 FOUNDATION ANCHOR BOLTS
5/8" STEEL BOLTS, WITH 7 MIN. EMBEDMENT INTO CONCRETE. PROVIDE A MIN.
OF (2) BOLTS PER BILL PLATE. ANCHOR BOLTS SHALL BE PLACED AT 12" O.C.
FOR ONE STORY, 48" O.C. FOP, TWO STORY RESIDENCES AND REFER TO
LATERAL ENGINEERING FOR THREE STORY RESIDENCES. ADDITIONALLY, ONE
BOLT MUST BE NO LESS THAN 7 FROM EACH END OF EACH INDIVIDUAL SILL PLATE.
ANCHOR BOLT WASHERS MUST BE A MINUMUM OF 3"x3" (SQUARE) x 3116" (THICKNESS)
4.0 CARPENTRY
4.1 ROUGH CARPENTRY
ALL 2x FRAMING LUMBER SHALL 5;: STUD GRADE DOUG-FIR FOR STUDS AND
STANDARD OR BETTER FOR PLATES OR AS SHOWN ON THE DRAWINGS OR BELOW.
ALL 2" LUMBER SHALL BE KILN DRIED (KD) OR SURFACE DRIED (SID). EACH
PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER
INSPECTION BUREAU SHOWING GRADE MAR< OR APPROVED EQUAL. OTHER
MATERIALSAS SHOWN BELOW
2x 4 3x STUIDS - STUD GRADE DOUG-FIR
2x JOISTS - 01 DOUG-FIR
4 x 4 4 4 x & COLUMNS - I DOUGLAS FIR
lox HEADERS - 01 DOUGLAS FIR
4x HEADERS - 02 DOUGLAS FIR
ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE
SHALL BE PRESSURE TREATED.
4.3 CARPENTRY HARDWARE
A. BOLTS SHALL BE ASTM A-301.
5. WASHERS SHALL BE MALLEABLE IRON WASHERS(MIN).
C. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY.
D. LAG SCREWS, SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION.
E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, TECO, BOWMAN OR OTHER
IC50 APPROVED.
F. PROTECTION HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN
UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED.
4.4 MINIMUM NAILING - PER 2012 IRC
4.5 GLUE -LAMINATED TIMBER
ALL STRUCTURAL GLUE -LAMINATED TIMBER, MATERIALS, MANUFACTURE AND
QUALITY CONTROL SHALL BE IN CONFORMANCE WITH VOLUNTARY PRODUCT
STANDARD P.S.56 "STRUCTURAL GLUED LAMINATED TIMBER", AND ALL
MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PLIES
SHALL BE DOUGLAS FIR COAST REGION. CAMBERS ARE AS SHOWN ON THE
DRAWINGS. ALL MEMBERS SHALL BE EITHER COM51NATION 24F-V4 (SIMPLE
SPAN) OR 24F-V8 (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE.
ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND 614ALL BE GLUED WITH
WATERPROOF ADHESIVE PER P.S. 56, ARCHES SHALL BE COM51NATION
24F-V8 AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE.
5.0 MISCELLANEOUS
VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE
ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS
ARE INSTALLED. REFER To ARCHITECTURAL PLANS FOR WALL OPENING,
ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO
MEC14ANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL
OPENINGS FOR DUCTS, FIFES, CONDUITS, ETC, NOT SHOWN.
6.0 TABLE OF AREAS
GARAGE/5HOP 1,116 SQUARE FEET
SSMH-55
rb
54"STUMP.
'V
C 11
;0"CED R
"v
10
A: 2*10.00'
15- 26530'
C. 264.10'
D: 266.20'
1,010.614=26'71.65' AVERAGE GRADE
15-00' HEIGHT LIMIT
282.65' MAX. RIDGE
w
Impervibu-8--Sufff ace:
PRE-I'311 IMPERVIOUS SURFACE:
POST-IS-11 IMPERVIOUS: GARAGE: 1,362 SQPT.
POST-1'311 IMPERVIOUS DRIVEWAY: 325 SQ.FT.
POST-IS71 IMPERVIOUS 2001 ADDITION5: 305 SQFT.
TOTAL POST-11"311 IMPIERVIOUS: 1,SS5 SQFT.
TOTAL IMPERVIOUS SURFACE:
LOT AREA
PERCENTAGE
Lot Co r
TOTAL E TING 5UILDING5 FOCrPRINT
T ROPOSED IBUILDINGS FOOTPR
TOTAL 51JILDINGS FOOTPRINT
LOT AREA
PERCENTAGE
a,114 SQ.FT.
35,033 SQFT.
0.21
IcJ31 SQI=T.
1,011 SQFT.
3,008 5QFT
3a,033 SQFT.
0.08
;iol
258
9
9
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4
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20 CEDAR
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14
270
co
10"HEM
OWNER/CONTRACTOR IS RESPONSIBLE
FOR EROSION CONTROL AND DRAINACE
LEGAL DESCRIPTION:
26"CEDAR
PWOVOONTRACTOR RESPONSIBLE
FOR LOCATING ALL ON -SITE UTILITIES.
RELOCATIORVREVISION TO ANY UTILITIES
i�k'AY REQUIRE SEPARATE PERMIT
00��
THAT PORTION OF GOVERNMENT LOT 1 IN SECTION 18, TOWNSHIP 27
NORTH, RANGE 4 EAST, W.M., MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID GOVERNMENT LOT 1;
THENCE SOUTH 89*17'34" EAST ALONG THE SOUTH LINE THEREOF A
DISTANCE OF 301.01 FEET; THENCE NORTH 01'01'37" EAST 590.64 FEET;
THENCE NORTH 36*33'00" EAST 34.68 FEET TO THE TRUE POINT OF
BEGINING; THENCE SOUTH 52*10'04" EAST 208.38 FEET; THENCE EAST
128.31 FEET TO THE WEST MARGIN OF OF SUNSET WAY; THENCE NORTH
11*50'40" WEST ALONG SAID WEST MARGIN 11.94 FEET; THENCE NORTH
31'20'40" WEST 218.93 FEET; THENCE NORTH 56*58'40" WEST 99.83 FEET;
THENCE SOUTH 36*33'00" WEST 155.92 FEET TO THE TRUE POINT OF
BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO CONDITIONS, RESTRICTIONS AND EASEMENTS OF RECORD IF
ANY.
BENCHMARK (DATUM- NAVD88)
MONUMENT IN CASE LOCATED AT THE INTERSECTION
OF 184TH ST. S.W. AND 88TH AVE. W.
ELEV. 324.21
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GENERAL NOTES,
AND SITE PLAN
PROJECT NO.
DESIGN :DGW
DRAWN :DGW
ISSUE DATE 01/12/16
LATEST REV. 03/10/16
GUTTERS /DOWNSPOUTS
TO CONNECT TO EXIST. SYSf.
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GUTTERS/DOWNSpOUTS
TO CONNECT To EXIST. SyST.
NOTFL
6 -flfd, OWNER/CONTRACTOR IS RESPONSIBLE
JEER !G- FOR EROSION. CON-rROL AND DAMAGE
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APPROVED BY PLANNING' I L E
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BUILDING DEPT.
STREEl' PL-Ev"'
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TO CONNECT TO EXIST. SYST.
APPROVED AS NOTED
BY ENGINEERING
Date:
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