21500 72ND AVE W.PDFlill iiiiiiii
5708
21500 72ND AVE W
ADDR-ESS:
TAX ACCOUNTIPARCEL NUMBER:, &,V Z eMels 7
BUILDING PER -MIT (NEW STRUCTURE):
COVENANTS (RECORDED)
CR1TICAL AR-EAS:— DETERMINATION: 0 Conditional Waiver 0 Study Required/�<Waiver
DISCR-ETIONA,RY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) PECOPDED FOR:
PERMITS
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE LID
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED: 40-7 A91-7
SIDE SEWER PERMtT(S).#:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
LATEMP\DSTs\Fornis\Street File Checklist.doe
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I-Areas.Ch'Mist-7
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ation (s'ils/ topography/ h dr ogy/vegqt�o�p).`z�.77"-,� vV4,
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1. 'Site Address/ Location: gglsioc -7,;A,,n W K Alrsr
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2. Pr�b�ert'v'Ta'x'*A*c'couritNumber:��4��7.-� &61ian"o'oc7..-&
3.
4.
5.
6.
7.
91
Approximate Site Size (acres or square feet):
Is this site currently developed? no.
_!f-yes; 0,
If yes; how is site developed? N62nw
COWE4�71&21&M� L
Describe the general site topography._ Check all thLt apply.:
Flat: less than 5-feet elevation change -'over �* ntiie' s*ite.
J"2 r,
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 % and less than 30 % avertical
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):
Site contains areas of year-round standing water: Approx. Depth:
Site contains areas, of seasonal standing water: Approx. Depth:
What season(s) of the year?
Site is in the floodway- floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are
year-round? Flows are seasonal? (What time of year?
10. Site is primarily: forested .; meadow shrubs mixed
urban landscaped (lawnshrubs etc)
11. Obvious wetland is present on site:
P,
Aca—chk.doc: Rev 02/11/97
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ylk.ED
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. . . . . . . . . .
e kils",
ea"'i'Chk
Cit� `4
c6rit d
-The Critical- as, it- mit it to the City.,", The
bn this form is'to be filled outby
any i6vieW the
person preparing a Develovment,Pem-dt.;�,.-.:;..,---
precursory'site visit, and make a,
Application for the City. of Edmonds determination of the subsequent steps
prior t6'his/her sub�iiitafo'f a necessary to complete a development
development permit to the City. permit application.
The purpose of the Checklist is to -'enable
City staff to determine whether any.,
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should be easily available
from observations of the site or data
available at City Hall (Critical Areas -
inventories, maps, or soil surveys).. -
An applicant, or his/ her representative,
must fill out the checklist, sign and date
With a signed copy of this form, the
applicant should also submit a vicinity
map or plot plan for individual lots of
the parcel with enough detail that City
staff can find and identify the subject
parcel(s). In addition, the applicant
shall include other pertinent
information (e.g. site plan, topography
map, etc.) or studies in conjunction"
with this Checklist to assist staff in
completing their preliminary
assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers
provided are factual, to the best of my knowledge (fill out the appropriate column
below).
Owner/ Applicant:
Name
Street Address
City, State, ZIP Phone
Applicant Representative:'
Name
c% �QQ —7,; Alt PP" �IIE6 7-
Street Address
za_�r
City, State, 21P Phone�
Signature Date Signature' Date
PLANNING DATA
New Commercial / Mulffamily Pro*ects
SITE ADDRESS: 2- 5-ob - 72, - Ave. Q, ZONING: AM - 1, 57
USE(S) PROPOSED: 6tn,,.r X4,) ALLOWED?:
LEGAL NONCONFORMING LAND USt DETERMINATION ISSUED
—
CUP File: To Allow What Uses?:
AD13 FILE #: Iva *r] T T_
7
PARKING:
Use: _/VLr<,)o ff—,c (w-t) No. Spaces Required: I Sp,,Lt, 13 6av,
X (floor area, # employees, etc.) 22-
b 6to4
Use: No. Spaces Required:
X (floor area, # employees, etc.)
Use: No. Spaces Required:
X (floor area, # employees, etc.)
Use: No. Spaces Required:
X (floor a ea. # employees, etc.)
Total Required: 2 2Z
Actual Provided: 23 Am
SETBACKS:
agqq!red SetbaRs:
.4 1 , Front:__L2L_L-eft Side: /0 Right Side: Rear:
Actual Setbacks: Z4
F r o n t-fi, I,' -
Y 1,51 Left Side: ?4'A'tR!ght Side: Rear:
Street map chiecked for additional setback required? (Yes,90 N1.
MAXIMUM FLOOR AREA: IV
Maximum Allowed: 4-s Actual:
BUILDING HEIGHT: Va
Maximum Allowed: 2,,5',S Height:
—Actual
Modulation Allowed?: Modulation Height:
Datum Point: Datum Elevation:
Elevator Penthouse > 3 feet over height limit? If so,VAR#
z
0
LANDSCAPING:
Z�;
cz
Matches ADB approved: -
0
Bid Provided? Bond Amount (100% bid):
CRITICAL AREAS #: 199 -7- oo57 W4,kr
SEPA DETERMINATION:
Z
SHORELINE REQUIRED?:
Continued ...
1:\Iibrary\Ap landatNewComm.doc
0
DATE: 9/1 /a �, PLAN CHK#- 3z-P?-so4
NAME OF BUILDING PERMIT APPLICANT:
p
PROJECT DESCRIPTION: bc
fAgto�!4 6 3- P-r,
ADB FILE #: OR DATE WAIVED:
PLANS MATCH APPROVED PLAN:
SUBDIVISION:
LOT AGGREGATION REQUIRED?:
/Vo
REDUCED SITE PLAN (8.5X1 1) PROVIDED FOR STREET FILE? X�
OTHER:
Plan Review By:_
1Afibrary\AP1andatNewComm.doc
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-APPLICATII
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NO.
jq?��'AbDRESS ............................. LEGAL DESCRIPTION:- LOT'NO.- BLOCK z, . . .......
.....................................................................................................................................................................
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NAME OF ADDITION --------------------------------------------- ..............................................7 -------- 7 ....... ...........
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CITY OF EDMONDS SIDE SEWER PERMIT
WATER -SEWER DEPARTMENT
PERMIT
Call 775-2525 for side sewer inspections BEFORE covering any portion of the constru ti
on,)
c
(Inspection will be provided within 24 hours after requst. NO Sat.. Sun., or holiday inspections.
ADDRESS LOCATION OF CONSTRUCTION ........ 21590 - 72nd Avenue ',,,Test
.............................................................................
. ...................... . .......................................................
S
PROPERTY LEGAL DESCRIPTION ....................... . fr, t 23, 301ners Five Acre Tracts
..........................................................................
W .....................................................................................
...................... . ........................... .......... - ---------- . ........................................................................ . ............... .................................. . ..................................................
........................... . ................................... OIWVNERM�MIOR BUILDER ...... PM.NK ... CONS-T ....... (Aldercrest Retirement Center)
......................... . .......................................................
�-,,-.;,ACT0R1S NAME & ADDRESS ........ LYIPWP ............. K.A const
sewe ..................................... . .................................... .......................................................
>4,
Permission is granted ....... DaCeMNF�r-J! . ...... . ............ 19.1-5, for repair and/or connection of a side sewer to the city sanitary sewer
sy4pem, in accordance with Cit)r of Edmonds ordinances.
A i::;�VTION 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 RJght-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.
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
sharper than % will be permitted.
NOTrE No. &--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.
NOTE 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.
DIS Z,..
APPROVED E] Date .... ................................... By ................ D BY Date ............... . ................... By ................
APPROVED Date. ........ .............
By --- - --- ---- -- - -- ------
AA U-nit PPf-j-rr--irA-n1- rr�mtsr
rL Remarks: ....... ......................... ... ...... .............................. . ................... . .......................................................................................................
..................................................................... . ........................................................................................ . ............................ ..... . ............................................. .........
BOTH Permit Copies m-UST Be SignSd By Owner of Firm Performing Construction PRIOR To Request For Inspection
................ .. ic . ...................... ... hereby certify that the side sewer installation constructed under this permit
�;rr;;-ier rt;;:i�g Construction)
(jowner of Cont-;� ctin �]
X1--)1istaJled in accordance with all governing ordinances of the City of Edmonds.
Datedthis ............... . ........... day of ................................................................. 19 .........
-V Check BEFORE you dig for: Water Gas E], Telephone. E], Power E], Sewer Other E]
APPUCATION
The City of Edmonds for EASEMENT NO - --------------------------------------------
SIDE SEWER PERMff
NEW CONSTRUCTION [:1 REPAIRS El LID NO.
----- ----------
OWNER ---- (2-0 - --------- CONTRACTOR ...
--------------- PERMIT NO. �-�2
JOB ADDRESS LEGAL DESCRIPTION: LOT NO - ----- ------------ --------- - ........ BLOCK NO - ---------- -------------------------
. ...... .................
.............. . ..... . 4�_ ........................... .................
- ... .. . .... ...... .. --- - --- -- ------- -- ---- ------------ -- ----- ---
RECEIVED
'EC 111975
Nk Wbw D&VI.
........................ By
11-1 " -.io",
May 1,,2, �006
�11
GARY HAAKENSON
CITY OF EDMONDS -MAYOR
1
121 STH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 FAX (425) 771-0221
Website: wwwdedmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
VIA FACSIMILE (206) 587-2308
Cairncross & Hempleman, PS
524 Second Avenue, Suite 500
Seattle WA 98104
Attn: Kimberly Bottemiller
-RE: Zoning Compliance for Edmonds Retirement Inn located at
2150072 nd Avenue West, Edmonds.
Ms. Bottemiller:
This Zoning Confirmation Letter is in response to your inquiry received on May 10, 2006,
regarding the above -mentioned property. The following information was researched by the
undersigned, upon request, as a public service. The undersigned certifies that the
information contained in this letter is accurate.
1. The Premises is designated in the Comprehensive Plan as "Mixed Use Commercial"
. and is'also.located within the "Medical/Highway 99 Activity Center".
;:2. The current zoning classification for the Premises is "RM-1.5" (Multiple Residential).
Please refer to Edmonds Community Development Code § 16.30, attached, fo*r�,
additional information on permitted uses and development standards for this zone.
3. Except as attached (printouts of the permits database*screen for File No. CU-1974-
37. & CU- 1975-19), there are no, land use applications filed for the Premises (Permits
database was searched using the above -mentioned address, also the Street File was
examined). These Conditional Use Permits are currently in City archives - please let
me know if you would like me to request them from archives for your examination.
4. The use of the Prem ises is an assisted living facility, which is a permitted use within
this zoning district. Refer to ECDC 16.30.010.A Permitted Primary Uses, which list
several permitted primary uses similar to the referred "assisted living facility."
5. There are no records in the City files of unsatisfied zoning violations.
Incorporated August 11, 1890
Sister Citv - Hekinan. Jaoan
4
1k
6. No variances have been granted for the Premises (Permits database was searched
using the above -mentioned address; also the Street File was examined). .
7. The Flood Insurance Rate Map indicates that the Premises appears to be in Zone X
Community Flood Panel No. 1315 of 1575, dated November 8, 1999, which is not
located within a 100 year flood zone (See FIRMette attached -Zone X means that is
also not within a 500 year flood zone).
s. No site plan was submitted or found, so it is unknown weather there are parking and
loading docks, and if there are parking and loading docks, it is unknown they are in
conformance with zoning requirements.
9. There was no site plan available to examine, so it is unkno w-n weather the
improvements located on the Premises comply with setback requireme nts. Refer to
ECDC § 16.30.030.A for setback requirements.
lo. Comments:
a. The site was annexed into the City of Edmonds on 05/12/1959.
b. There was a Critical Areas Determination conducted for the site, and it was
determined ' that there are no critical areas on or adjacent to the property.
Therefore, a'"waiver" from critical areas studies was issued (File No. CA-1997-
0057).
I hope this information has been helpful. If you have any questions, please do not hesitate
to contact me at 425371.0220, extension 1778.
Sincerely,
�,� W/r/�
Gina Coccia, Planner
Development Services Department
CITY OF EDMONDS
Attachments: ECDC § 16.30 RM-Multiple Residential
FIRMette Map ,
Zoning Compliance Request
City of Edmonds Receipt #28752
0
0
Chapter 16.30
RM - MULTIPLE RESIDENTIAL
Sections:
16.30.000 Purposes.
16.30.010 Uses.
16.30.020 Subdistricts.
16.30.030 Site development standards.
16.30.040 Site development exceptions.
16.30.000 Purposes.
The RM zone has the following specific purposes in addition to the general purposes for residential zones oi
ECDC 16.00.010 and 16.10.000:
A. To reserve and regulate areas for a variety of housing types, and a range of greater densities than are available
in the single-family residential zone, while still maintaining a residential environment;*
B. To provide for those additional uses which complement and are compatible with multiple residential uses.
16.30.010 Uses.
A. Permitted Primary Uses. .
1. Multiple dwellings;
2. Single-family dwellings;
3. Retirement homes;
4. Group homes for the disabled, foster family homes and state licensed group homes for foster care of
minors; provided, however, that halfway houses and group homes licensed for juvenile offenders are not permitted
uses in 6 residential zone of the city;
5. Boarding houses and rooming houses;
6. Housing for low income elderly in accordance with the requirements of Chapter 20.25 ECDC;
7. Churches, subject to the requirements of ECDC 17.1k020;
8. Primary schools subject to'the requirements of ECDC 17.100.050(G) through (R);
9. Local public facilities that are planned, designated, and sited in the capital improvement plan, subject to the
requirements of ECDC 17.,100.050-,
10. Neighborhood parks, natural open spaces, and, community parks wiih an adopted master plan subject to
the requirements of ECDC 17.100.070.
B. Permitted Secondary Uses.
1. All permitted secondary uses in the RS zone, if in conjunction with a single-family dwelling;
2. Home occupations, subject to the requirements of Chapter 20.20 ECDC;
3. The keeping of one domestic animal;'
4. The following accessory uses:
a. Private parking,
b. P . rivate swimming pools andother private recreational facilities,
c. Private greenhouses covering no more than five percent of the site in total;
5. Commuter parking lots containing less than 10 designated parking spaces in conjunction with a church,
school, or local public facility allowed'or conditionally permitted in this zone. Any additionally designated parking
spaces that increase the total number of spaces in a commuter parking lot to 10 or more shall subject the entire
commOter parking lot to a conditional use permit as specified in subsection (D)(2) of this section, including commuter
parking lots that are located upon more than one lot asspecified in ECDC 21.15.075.
C. Primary Uses Requiring a Conditional Use Permit.
1. Offices, other than local public facilities;
2. Local public facilities not planned, designated, or sited in the capital improvement plan, subject to the
requirements of ECDC 17.100.050;
3. Day-care centers;
4. Hospitals, convalescent homes, rest homes, sanitariums;
5. Museums, art galleries, zoos, and aquariums of primarily local concern that do not meet the, criteria for
regional public facilities as defined in ECDC 21.85.033;
6. Counseling centers and residential treatment facilities for current alcoholics and drug abusers;
7. High schools, subjebt to the requirements of ECDC 17.100.050(G) through (R);
8. Regional parks and community parks without a master plan subject to the requirements of ECDC
17.100.070.
D. Secondary Uses Requiring a Conditional Use Permit.
1. Day-care facilities of any size to be operated in a separate, nonresidential portion of a multifamily residential
dwelling structure, operated primarily for th� benefit of the residents thereof;
0 0
2. Commuter parking lots with 10 or more designated parking spaces in conjunction with a -church, school,- or
local public facility allowed or conditionally permitted in this zone. [Ord. 3453 § 2, 2003; Ord. 3353 § 2, 2001; Ord.
3184 § 2, 1998; Ord. 3090 §§ 4 ' 5, 1996; Ord. 2820 §§ 1, 2, 1991; Ord. 2818 § 1, 1691; Ord. 2673 § 2, 1,988; Ord.
2458 § 2, 1984; Ord. 2283 §§ 2, 3, 1982].
`16.30.020 Subdistricts.
There are established three subdistricts of the RM zone, in order to provide site development standards. for areas
which differ in topobraphy, location, existing development and other factors. These subdistricts shall be known as the
RM-1.5, RM-2.4, and RIVI-3 zones.
16.30.030 Site development standards.
A. Table.
Minimum Lot
Minimum
Minimum
Minimum
Maximum
MinimUM3
Sub
Area Per
4
Street
Side
Rear
Maximum
Coverage
Parking
District
Dwelling Unit
Setback
Setback
Setback
Height"'
N
(Spaces
(Sq.,Ft.)
Per Unit)
RM-1.5
1,50
15'
10,
15'
25'
45%
2
RIVI-2.4
2,400
15'
10,
15'
25'
45%
2
RIVI-3
3,000
15'2
15'2
15'
25'
45%
2
Roof only may extend five feet above the stated height limit if all portions of the roof above the stated height limit have a slope
of four inches in 12 inches or greater.
RS setbacks may be used for single-family homes on lots of 10,000 square feet or less in all RM zones.
3 See Chapter 17.50 ECDC for specific parking requirements.
4 See definition of townhouse.
5 Maximum height for accessory structures if 15 feet.
B. Signs and Design Review. See Chapters 20.10 and 20.60 ECDC for regulations.
C. Location of Parking. No parking spaces may be located within the street setback. [Ord. 2559, 1986; Ord. 2424,
19841.
16.30.040 Site development exceptions.
A. Housing for the Elderly. Housing projects for the elderly are eligible for special parking and density provisions.
See Chapter 20.25 ECDC.
B. Setback Adjustments. Chapter 20.50 ECDC contains a prbcedure for adjusting setback distances and locations
in special situations.
C. Satellite Television Antenna. Satellite television antennas shall be regulated as set forth in ECDC 16.20.050.
and reviewed by the architectural design board.
D. Setback Encroachments. Eaves and chimneys may project into a required setback not more than 30 inches.
Uncovered and 6nenclosed porches, steps, patios, and decks'may project into a required setback not more than one-
third of the required setback, o( four feet, whic6eVer is less; provided that they are no more than 30 inches above the
ground level at any point.
E. Corner Lots. Corner lots shall have no rear setback; all setbacks other than street setbacks shall be side
setbacks. [Ord. 2559, 1986; Ord. 2526 § 4, 19851.
0
x
M
C
M
ZONE* X 212TH STREET
CITY OF EDMONDS
y CO 530163
a)
-4
m
:�STREET Mi 216TH STREET SW
82ND
218TH STREET
L
SOUTHWEST
30
ZONE X
224TH STREET Sw
SW
STREET 228f STREET j
7- >
M
z
C:
230TH STREET Sw
_T
I - 1 r :
V)
uj
APPROXIMATE SCALE IN FEET
1000 0 10 00
NATIONAL FLOOD INSURANCE PROGRA'
FIRM
z
'I
FLOOD INSURANCE RATE MAP
SNOHOMISH COUNTY,
WASHINGTON AND
INCORPORATED AREAS
PANEL 1315 OF 1575
(SEE MAP INDEX FOR PANELS NOT PRINTED)
C011TAINS:
COVIvOiTY NUNSill -ANEL SUFFIX
C .'� lt�1_1.011 .1 61.10 L
IIICO�11.1 TO— O� 6xW. 1. f
MAP NUMBER
53061CI315 E
EFFECTIVE DATE:
P
NOVEMBER 8,1999
ZONI
Federal Eme . rgency Managettlent Agcncv
This is an official copy of a portion of the above referenced flood map. It
r-
was extracted using F-MIT On-Une. This map does not,reflect changes
otr, amendments which may haw been made subsequent to the date on the
ti e block. For the latest product information about National Flood Insurance
P rogram flood maps check the FEMA Flood Map Store at www.msc.fema.gov
0
0
RECEIVE,)
AM Y 1 0 2006
PLMNING DEpT
City of Edmonds
Development Services
121 5th Ave North
Edmonds, WA 98020
Attn: Zoning Compliance
r
Cairncross & Hempelmann, PS-.
May 9, 2006
Overnight Via Federal Express
'Re: Requestfor a Zoning Compliance Letterfor Edmonds Retirement Inn' located
at 21500 — 72 nd Avenue West, Edmonds, WA
Dear Development Services Representative:
As required, this letter is being provided to request a zoning compliance letter for the
property referenced above. Please find enclosed a check in the amount of $ 100.00 for the
required fee, along with a form zoning compliance letter which contains the information we need
verified as part of this request.
If there is any way to expedite this request, we would certainly appreciate it as we need
the zoning letter as soon as possible. If there is anything I can do to speed up the process, such
as further complete * the form letter and/or provide it to you via e-mail, please let me know. I can
be reached directly at (206) 254-4440 should you have questions or need anything furth�r in
order to issue the zoning letter. Once the letter has been completed, I would appreciate it if you
would both fax'a copy of the letter to me at the fax number indicated on the fon-n letter and
provide the original to me via regular mail. Thank you!
Your assistance is appreciated and I look forward to receiving the letter soon.
Very,tr.uly-.y urs,
Kifnb,e?ly Bottemiller
Real tstate Paralegal
Enclosures
L a w Offices
524 Second Avenue, Suite 500
Seattle, Washington 98104-2323
Phone: 206-587-0700 -Fax: 206 587-2308
(00419740.DOC:I)
w it, w. cairn cross. coin 0
[To be placed on City of Letterhead]
May _, 2006
VIA FACSIMILE (206) 587-2308
Caimcross & Hempelmann, PS
524 Second Avenue, Suite 500
Seattle, Washington 98104
Attn: Kimberly Bottemiller
Re: Zoning Compliance for Edmonds Retirement Inn located at
21500-72 "d Avenue West, Edmonds, WA
Ms. Bottemiller:
The following information was researched by the undersigned, upon request, as a public
service. The undersigned certifies that the information contained in this letter isaccurate.
I . - The Premises is designated in the Comprehensive Plan as
2. The current zoning classification for the Premises is
3. Except as attached, there are no applications filed for the Premises (e.g., zoning,
subdivision, special use permit, conditional use permit, variance site plan approval, etc.).
4. The use of the Premises is an assisted living facility which is a permitted use within this
zoning district.
5. There are no records in the City files of unsatisfied zoning violations.
6. Except as attached, no variances have been granted for the Premises.
7. The Flood Insurance Rate Map indicates that the Premises appears to be in Zone
Community Panel No. dated which is/is not located
within a 100 year flood zone.
100419737. DOC; 1)
8. Parking and loading docks as shown by City records are in conformance with zoning
requirements.
9. The improvements located on the Premises comply with setback requirements.
10. Comments:
Sincerely,
City of Edmonds �,oning Administrator
I
t00419137.DOC;I)
CITY OF EDMONDS 28752
DEVELOPMENT SERVICES
DATE: 0 15 110
Receivedof: C,6dvy1C*b55 g, 'f+ RW ep-1 yin a-vi p
Address: E31-4 1,06L AWe- 6L"+—" D
CjR1a+-1-t-p— Ct 16 LD 4 Phone: I'Ob DR-1DO
ProiectName/Location: �Am"dc, vc-;h.rc#oj.,A+ Imn
�Check N2_).j-L3CjC-Vash Total Received 1$
00, 00
Water Meter Size:
Water Connection Fee
Sewer Permit/Repair
Sewer Connection/LID Fee
Storm System Development Charge
Disruption Fee (Street / Sidewalk / Parking Alley) Circle One
Engineering Review Fees
Engineering Inspection Fees
Engineering Plans/Specs
ROW / Street Use / Encroachment Permit
Street Cut/Restoration Fee
Traffic Impact Fee
Fire Inspection Fee
Fire Plan Check Fee
Building Permit Fee,- Type:
Plan Check Fee
Reimbursable Consulting Fees
Critical Areas
SEPA Review Fee
Shoreline Permit Fee
(—Zo�:ing Application —Fee )-Type: tZUY140�ffWUd4Q�e
ADB Administration Fe6
Sidn Installation
Maps/Books
Photocopies
Recording Fee
Surcharge
-City
State Surcharge (622 Fund)
Received by� OAV- Permit No.
9 0
0 * 0
0
February 28, 197S
Memo to: J. Herb Gilbo
Director. Public Works
From: Jack Mitchell
Water/Sewer Superintendent
Subject: Revised Specifications for Water Meter and Fire
Protection System Check Valves, Vaults, and Appurtenances
On September 4, 1974, a routine Fire Protection System
inspection was conducted at the Aldercrest Convalescent Center,
216th Street S..W. and 72nd Avenue West. During the inspection,
it was discovered a Mueller swing check valve had been installed
instead of the required, U.L. approved, soft -seated detector
check valve. A representative of the Utility Supply Co., as
well as the Contractor involved, have been informed that a
detector check valve assembly, meeting City requirements,, will
have to be installed.
This situation is just an example of many such misunder-
standings involving Fire Protection and Water Meter specifications,
and indicates a need for a revision in our specifications in both
areas. The revised specifications, attached, meet the requirements
of the City of Edmonds Fire Marshall Chief Klein and the State of
Washington Cross -Connection Rules and Regulations.
___ '_._��---'�' I
With your approvaL,— would like to implement these speci-
fications as.. possible, to alleviate any confusion in
the future. will be happy to discuss, at your convenience,
any questio or comments you may have regarding the revisions
proposed.
el
KKK: j t
Attachments
CITY of EDMONDS --- PUBLIC WORKS DEPARTMENT.
Routing of Building Permit App lications
Proposed Propert y Address of Application: 21500 - 72nd Ave. W.
DEPARTMENT
COMMENTS
DATE
W A T E R
00
W44MC
S T R E E T
CZw,"Xf4Z 44
S E W E R
N 0 T E S
BUILDING
DEPARTMENT COMMENTS
9/1/71
BUI , LD,10`0 DEPARTMENT Appliiant M
PERMIT-, APPLICATION Inside Heavy Lines
USE PERMIT
ZONE NUMBER
ADDRESS
jo,3 '57 00 7c� e&�, ..
N7,(OR,NA2j0F BUKNESS)
m A-1,
PERMISSIBLE % ACTUAL %
LOT COVERAGE LOT COVERAGE
NO AUVRmss
2) x) r4-'- C/, ,r
PERMISSIBLE HEIGHT PROPOSED HEIGHT
TELEPHONE NUMBER
Ali,u A L LOT AREA TOTAL BLDG. AREA
R 'QUIRED YARDS PROPOSED YARDS
FRONT SIDE REAR FRONT SIDE REA R
E
7,_1
ADDRE88
LEGAL LOT VARIANCE OR CONDITIONAL USE
0 YES C] NO PERMIT NUMBER
PLANNING DEPT. APPROVAL DATE:
AM71
TEVPHONS NUMBER
Ll
'413
STREET R/W
'T R/W ............ FT, DEFICIENCY THIS PROPERTY,
EXISTING STREE
COMP. PLAN ST. R/W FT. FIr.
NASA
zl&�&g
REMARKS
AD as
CHECKED BY
zle-I
TE PH
MFTF-R SIZE
SERVICE SIZE
I CLEARANCE ICHECKED
BY
E NUMBER
CITY LICENSE NUMBER
REMARKS
z
E0
"4
of PropertX (S Below or Attach Four Copies)
zow
TYPE CONNECTION
VERIFIED BY
PERC. TEST
PERMIT NUMBE R
REMARKS
/FIRE ZONE
TYPE OF CONSTRUCTION
STREET IMPROVED
C] YES NO
SPECIAL INSPECTOR REQUIRED
C] YES 0 NO
OCCUPANCY GROUP
0
GAB
RESIDENTIAL LINE
NEW
NON-RESIDENTIAL SIGN
'ADD El
[] RETAINING
DEMOLISH WALL
EXCAVATE
r] ALTER FENCE
OR FILL .......... x .......... Ft.)
r_1 'REPAIR' PRE -MOVE swim
1:1 INSP. El POOL
PLAN CHECKED 13Y THIS SITE IS LOCATED IN THE -CITY --
OF EDMONDS. LOCAL SALES TAX
SHOUL BE CODED-31 .04,
REMARKS
NUM ER (SP-RORIES
NUMUR-of
DWELLING
UNITS
NATURI OF WORK TO SE DONE
Plan Check No .....................
Valuation
Fee
Recelpt No.
BUILDING
PROMOBED Up
fPLUMBING
HEAT & GAS LINE
PLOT PLAN (Indicate Building setbacks, afflutting streets)
IN
FENCE
SIGN
RETAINING WALL
SWIMMINO POOL
DEMOLITION
PRE -MOVE INSPECTION
Nil
EXCAVATION OR FILL
V, _i_
-City,dEdmo
RIGHT-OF-WAY CO N-STRUCTION
PE�MIT Permit Number. x 99_0J
Lssue Date:
A. Address or Vicinity of Construction: 21500 72nd Ave West
-Ift4somr— () B. Type of.Work (be specific):' Bury 211 Conduit 'for Chamb6ts 'Cablo
C.
System Rebuild
C. Contractor: —Charnbers Cable/Northsky
MailingAddress: ]9() W 13gyton St
StateLicense#: Nnrth_qr_107Jr.
D. Building Permit # (if applicable):
Contact: Tom Anderson
Phone: , 775-7504
Liability Insurance: bond: $
Side Sewer Permit # (if applicable):
E. C] Commercial F] Subdivision El City Project Utility (PUD,'GTE, WN CABL R)
0 Multi -Family 0 Single Family 0 Other
INSPECTOR: INSPECTOR:
7
F. Pavement or Concrete Cut D Yes IBNo G. Size of CutT�',' x H. argz$
APPLICANT TO READ AND S16N
INDEMNITY.- Applicant understands and hy his signature to this application to hold the City of Edmonds harmlessftom thjurtes, damages, or claimspfany
kind or description whatsoever, foreseen or unforeseen, that may he made against the City of Edmonds, or any of its departments or
employees, including or not limited to the defense of any legal proceedings including defense costs and allorneyfees by reason of granting this permit.
THE CONTRACTOR ISRESPONSIBLE FOR WORKMANSHIP AND -MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC-
TION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREETPATCHIS COMPLETED
BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT
Two sets of construction drawings of proposed work required with permit application.
A 24 hour notice i s required for inspection. Please call, the Engineering Division, 7 1 71-0220.
Work and material 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 Cit . y regulations as required by the City Engineer.
All street cut trench work shall -be patched with asphalt or City approved material prior to the end of the working'day;
NO EXCEPTIONS.
I have read the above statements and understand the permit re4uikements and the pink copy of the permit will be,
available on site all ti e (or inspection purposes.
Signature: Date:
_(C6'n__traC_ror or Agent)
CALL DIAL -A -DIG PRIORT.O BEGINNING. WOkK
FOR CITY USE ONLY
APPROVED BY. W
TIME AUTHORIZED: VOID AFTER N AY I'q + i) DAYS
SPECIAL CONDITIONS: e-JI
I
RIGHT OF WAY FEE:
DISRUPTION FEE/FUND I 11:
RESTORATION FEE:
T OTAL FEE: —
RECEIPT NO.:
ISSUED BY:
INU WORK SHALL BEGEN PRIOR TO PERMIT ISSUANCE
.CONTRACTOR CALLED FOR INSPECTION YES El NO
Partial Work Inspection by P.W.:
-Work. Disapproved By: Date:
,FINAL APPROVAL BY: Date:
Computer 10 S*EET FILE
RECEIVED
BACKFLOW PREVENTION ASSEMBLY OCT 1 8 1991
TEST REPORT
PUBLIC WORKS DEPT.
RETURN NO LATER THAN
NAME OF PREMISES I-SYMOindl. iff-0-1 Thil GONTACT PERSON
SERVICE ADDRESS L0 12 -7-2, -cl--
LOCATION OF ASSEMB Y
ASSEMBLY P711
23/3,
MANLiFACfURER MODEL SIZE S-=.q!AL NO.
LINE PRESSURE AT TIME OF TEST -- LBS. TYPE OF ASSEMBLY 12 V
Reduced Pressure Assemblies Pressure Vacuum Breaker
Double Check Assemblies Air Inlet Check Valve
I Relief
1 st Check 2nd Check Valve Opened at
psid psid
iniiia; DC -dosed tight Z! Closed light Ovened at Did not open D Leaked
Test : I Leaked
RP- _ psid psid
Leaked
Reoairs
a r.d
Matena!s
Used
Test After DC -closed tight
Repair I . RP- _ psid
AIR GAP INSEyqTION-. Req
REMARKS:
C'Ocised light Opened at
ps;d
inimum air gap separation provid
Opened a'
psid
_j No D
psid
THE ABOVE REPORT IS CERTIFIED TO TUE: (& I -y
.4 CERT DATE
INITIAL TEST PERFORMED BY ..V NO.
REPAIRED BY DATE
FINAL TEST PERFORMED BY CERT. NO, DATE
q'SoTREET FILE
AUG Z 11ft
CITY OF EDMONDS -- PUBLIC WORKS DEPARTMENT I
PUBLIC - WORKS
BACKFLOW DEVICE TEST REPORT
1AME OF PREMISES
ERVICE ADDRESS 15-0 1� 2 '4 6.0,
OCATION OF DEVICE -.v f _n
1 _2 �Q
EVICE: 6,1;1 A, 1�0 7//
Manufacturer Model Size Serial No.
�.INE PRESSURE AT TIME OF TEST
I'RESSURE DROP ACROSS FIRST CHECK VALVE
LBS.
LBS.
'NITIAL
TEST
CHECK VALVE NO.
C9 pj��1'7u A-r 1, 5L
1. LEAKED
2. CLOSED TIGHT
1
El
0
CHECK VALVE NO.
0PAFAlke-D A-- ;t.4-
I . LEAKED
2. CLOSED TIGHT
2
13
13
DIFFERENTIAL PRESSURE RELIEF VALVE
1. OPENED AT LBS.
REDUCED PRESSOR I E
2. DID NOT OPEN
CLEANED
0
CLEANED
El
CLEA;NED
REPLACED:
REPLACED:
REPLACED:
DISC -------------
C3
DISC -------------
0
DISC.UPPER* ---------------- -----
L0
R
SPRING -----------
0
SPRING -----------
0
DISC. LOWER ----------------------
0
E
GUIDE ------------
0
GUIDE -------------
0
SPRING --------------------------
0
P
PIN RETAINER -----
0
PIN RETAINER -----
0
DIAPHRAGM, LARGE
A
HINGE PIN --------
0
HINGE -PIN --------
0
UPPER -------------------------
Cj
I
SEAT ---------------
El
SEAT -------------
0
LOWER -------------------------
[I
R
DIAPHRAGM --------
0
DIAPHRAGM -; -------
C3
DIAPHRAGM, SMALL
S
OTHER, DESCRIBE --
0
OTHER, DESCRIBE
UPPER -------------------------
0
LOWER ---------------
SPACER, LOWER
OTHER, DESCRIBE
FINAL
OPENED AT LBS.
TEST
CLOSED TIGHT -----
[I
CLOSED TIGHT -----
0
REDUCED PRESSURE
EMARKS:
J�151' ZIA-'o - _0'r/7"g-4 4 r 7b
HE ABOVE REPORT IS CERTIFIED
NITIAL TEST PERFORMED BY F IqO
-DATE 2
EPAIRED BY DATE
INAL TEST PERFORMED BY OF DATE
...........
S DE PAR. 4T
CITY 'OF E-D'IPID-S 'PU 1), 1. - I C' W 0 R K
BACKFL-OW DEVICL S T REPORT
UKEET FILE,
4i"'d'*Qy Rc+ v e- m e'l
NAME OF PREMISES 44
SERVICE ADDRESS JZZ A.,je
LOCATION OF DEVICE 4—) 0)6
DEVICE: SUAL-r-AtOct4 :-5A�-A kc H 7tt -,q5
Manufacturer & Model Size �erial No.
L ' INE PRESSURE AT T IME OF TEST.-___ BS.
I I :- jf
PRESSURE DROP ACROSS FIRST Clli.Cf, VALVL
CIIECK VAL*-,'E NO. I
.INITIAL I LEAKED
TEST
2. CLOSED TIGHT L
R
E
P
A
I
R
S
; F I-NAL'
I TEST
CLEANED
LBS.-
CIIECK VALVE 110. 2 DIFFERENTIAL PRESSURE RELIEF VALVE
LEAKED 0 1. OPENED AT -- LBS.
CLOSED T I r.1 IT. PEDUCED PRESSURE
QT OPEN E;
3 010
0 1 CLEANED
REPLACED:
DISC -------------
L3
SPR I 141c, -----------
li
C,IJ I DE ------------
0
PIN P%ETAI(,'ER -----
III
lQ!'.'GE P11.1 ---------
rl
SEAT ---- * ---------
13
DIAPHUGII — -------
; 13
OTHER, DESCRIBE --
0
CLOSED TIGHT ----- 0
0
.REPLACED:
DISC ------------- 0
SIT I ;:rl � ----------- cl
mi I [)E ------------- 0
Plil RETAINER ------ G
H 114,^,E - P I N ---------- 0
SEAT ------------- 0
DIAPHRAGM -------- 13
OTHER, DESCRIBE- 0
CLOSED TIGHT ------ 0
CLEANED
REPLACED:
D I SC. LIPPER ----------------------
f: I S C. L R ----------------------
SPR I NG ---------------------------
RGIE
DIAPHRAGM, LA ,
LIPPER ---- ---------------------
p
LO'-;LR --- ---------------------
DIAPHRAG11-11, SMALL
UPPER-------------------------
---------------
SPACFi), LO'.-!t-R
OTHER. DESCRIBE
OPEI`:ED AT LBS.
REDUCLI) PRBRflff
REMARKS:
THE'ABOVE REPORT IS CERTIFIE
1141TIAL TEST PERFORME 0 By__ F DATE t; 31 -
REPAIRED BY C/ DATE
FINAL TEST PERFORMED BY
A 7- Vo to
OF
DAT E
I J 7.1
0,F F IDA,
4-
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDSWA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
*PERMIT MUST BE POSTED ON JOBSITE*
STATUS: ISSUED
GREASE INTERCEPTOR PERMIT
Permit Number: EN G20070003 Expiration Date: 4/25/2007
Job Address: 21500 72ND AVE W, EDMONDS
APPLICANT BtJSINESS
AEGIS SENIOR COMMUNITY AEGIS SENIOR COMMUNITY
17602 NE UNION HILL RD 17602 NE UNION HILL RD
REDMOND, WA 98052 REDMOND, WA 98052
LICENSE #: EXP:
JOB DESCRIPTION
INSTALL GREASE INTERCEPTOR
BUI LDING OCCUPANCY PERM IT CA PA CITY: 0 HEALTH DEPT. PERMIT CAPACITY. 0
DAYS/HOURS OF OPERATION: 24 Hour
GREkS E INTERCEPTOR SIZING
NUMBER OF MEALS SERVED AT PEAK HOUR. 0 WASTE FLOW RATE:
STORAGE FACTORS: RETENTION TIMES:
MIND" INTERCEPTOR SIZE (LIQUID CAPACITY): 1138
APPROVED INTERCEPTOR SIZE: 1138 GAL.
IADEMA7TY- The Applicant has signed an application accepianceform which states helshe holds the City ofEdmonds harmless
ftom injuries, damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City of
Edmonds or any ofils departments or employees, including but not limited to the defense ofany legal proceedings including defense
costs and attorneyfees by reason ofgranting thispermit.
CALL FOR REQUIRED INSPECTIONS
ENGINEER][NG- (425) 771-0220 fXT. 1326 24 HRS NOTIC E REQ 'D
PRE-TREATNIENT TECHNICIAN- 425-672-5755 48 HRS NO 11C E REQ'D
THIS APPLICATION IS NOTA PERNUTUNTIL SIGNED BY THE CITY ENGINEER OR HISMER DEPUTY: AND FEES ARE PAID, AND RECEIPTIS ACKNOWLEDGED IN
SPACE PROVIDED.
Printed: Thursday, January 25, 2007
RELEASED BY
DA
FILECOPY F-I INSPECTOR COPY 0 APPLICANT COPY
0 0
STATUS: ISSUED
CONDITIONS
Sewer Pipe Installation and test to be inspected by Engineering Division. Vault orientation, sizing and installation to be
inspected by wastewater treatment plant.
• E-Grease Intercep. Pipe/Test (Engr)
• FGrease Interceptor Vault, (WWTP)
• FWastewater Treatment Plant Final
• E-Engineering Final
M
CITY OF EDMONDS
ARCHITECTURAL DESIGN BOARD MEETING
Summary Minutes
April 21, 20 10
Board Member Kendall called the April 21, 20 10 meeting of the Architectural Design Board to order at 7:00 p.m., at the
City Council Chambers, 250 - 50'Avenue North, Edmonds, Washington.
ROLL CALL
Board Members Present
Valerie Kendall, Chair
Rick Schaefer, Vice Chair
Lois Broadway
Steve Bullock
Bryan Gootee
Michael Mestres
Bruce O'Neill
APPROVAL OF MENUTES
Board Members Absent
Staff Present
Kemen Lien, Associate Planner
Karin Noyes, Recorder
BOARD MEMBER MIESTRES MOVED THAT THE MINUTES OF SEPTEMBER 16,2009 BE APPROVED
AS SUBMITTED. BOARD MEMBER BULLOCK SECONDED THE MOTION. THE MOTION CARRIED
UNANIMOUSLY.
APPROVAL OF AGENDA
VICE CHAIR SCHAEFER MOVED THAT THE AGENDA BE APPROVED AS SUBMITTED. BOARD
MEMBER BULLOCK SECONDED THE MOTION. THE MOTION CARRIED UNANIMOUSLY.
REOUESTS FROM THE AUDIENCE
No one in the audience expressed a desire to address the Board during this portion of the meeting.
CONSENT AGENDA
There were no items on the consent agenda.
MINOR PROJECTS
File Number PLN20100017: Application by Island Dog Sign Company for Aegis Living of Edmonds regarding a
monument and pole sign proposal located at 21500 — 72 nd Avenue West. The site is zoned Multiple Residential
(RM-1.5)
April 21, 2010
Page 9
Mr. Lien advised that the subject proposal, submitted by Steve Hintzke of Island Dog Sign Company on behalf of Aegis
Living of Edmonds, is for design review and approval of two new signs on property located at 21500 — 72 nd Avenue
West. The property is located near the hospital and just a half block from Highway 99. The site is zoned Multi -Family
Residential (RM-1.5), but the use on site is an assisted living facility, which is more commercial in nature. Hereminded
the Board that commercial uses in the RM zones are allowed to use some of the sign standards from the Neighborhood
Business (BN) zone, particularly those related to size and height.
Mr. Lien reviewed that the applicant is requesting a modification from the sign code in the following three areas:
9 Sign Type — The applicant has requested two separate fteestanding signs. The sign proposed for the comer of 76 1h
Avenue West and 216th Street Southwest would be a monument sign. Pursuant to ECDC 20.609.0201, monument
signs are conditionally permitted for business uses in RM zones. However, monument signs over six feet in height
must be reviewed to ensure that materials, colors, design and proportions proposed are consistent with those used
throughout the site. The proposed primary monument sign would not exceed six feet in height.
The pole sign would be placed at the driveway entrance, which is shared with an adjacent development (Aldercrest
Health and Rehabilitation Center). Although the sign would be supported by two poles, it would not have the
appearance of a typical pole sign. The design would be similar to Aldercrest's existing sign. The intent is to make
the two signs compatible. Pole signs are not an allowed sign type for businesses in RM zones. However, it is
important to note that the subject property is located within the Medical/Highway 99 Activity Center as defined in
the Comprehensive Plan, and pole signs are a permitted sign type within the activity center pursuant to ECDC
20.60.020.L. Generally, when there are conflicting codes, the most restrictive code applies. However, given the
setting of the site, which is surrounded mostly by commercial property and medical uses, and its location just off of
Highway 99, it may be appropriate to apply the sign types allowed within the Medical/Highway 99 Activity Center
in this location.
Number of Signs — The applicant is requesting two permanent freestanding signs. Pursuant to ECDC
20.60.025.B.5, the maximum number of pen-nitted pen-nanent signs in RM zones is one, except sites with more than
one vehicular entrance may have one permanent sign per entrance. The subject property is developed as an assisted
living facility and is being treated as a commercial enterprise for purposes of the application. While multi -family
uses are permitted outright in the RM zones, convalescent homes require a conditional use permit in RM zones and
are considered more of a business.
ECDC 20.60.045.A states that permanent freestanding signs are discouraged and should only be approved where the
applicant demonstrates by substantial evidence that there is no reasonable and feasible alternate signage method to
provide adequate identification. The applicant has argued that given the location of the building on the site, a sign
mounted on the building would be difficult to see from the road. A site visit confirmed that it would be difficult to
see a wall -mounted sign approaching from the east off Highway 99 or from the north along 72 d Avenue West.
ECDC 20.60.045.17 states that no more than one freestanding sign shall be permitted on each lot except in the
business and commercial zones where a lot has frontage on two arterial streets, in which case one sign per street
frontage would be permitted subject to the restrictions on sign area. The subject property is not located in a business
or commercial zone and neither 216'h Street Southwest nor 72nd Avenue West have been identified as arterial streets
in the 2009 Comprehensive Transportation Plan.
There are currently a number of unpennitted signs on site. In addition to the two unpen-nitted signs that are being
replaced, there are also three temporary signs: a large banner attached to the side of the building, a sandwich board
sign on the comer, and a real-estate type sign about mid property. The banner exceeds the allowable sign area for
temporary signs and the sandwich board sign is not an allowed sign type in the RM zone.
ZI
Architectural Design Board — Summary Minutes
April 21, 2010
Page 9
e Sign Area — According to ECDC 20.60.025.B.4, commercial uses in residential zones can use the maximum area
and height limitations established for signs in the BN zone. The maximum total permanent sign area in the BN zone
is one square foot of sign area for each lineal foot of wall containing the main public entrance to the primary
structure. For the subject site, this would equate to 151 square feet of total sign area, and the two proposed signs
would total 54.92 square feet of sign area.
The maximum area of each freestanding sign for the BN zone is 24 square feet, and the area of the proposed parking
entrance pole sign would be 19.67 square feet. The area of the primary monument sign would be 35.25 feet, which
exceeds the maximum allowed and is part of the request under consideration. ECDC 20.60.005 defines monument
signs as "freestanding signs that have integrated the structural component of the sign into the design of the sign and
sign base." Sign area is defined as the "maximum actual area of a sign that is visible from any single point of
observation from any public vantage point. Supporting structures which are part of a sign display shall be included
in the calculation of the sign area." By definition, monument signs include supporting structures as part of the total
sign area. The applicant is requesting that the 24 square foot maximum allowable sign area be applied only to the
sign face of the primary monument sign. The sign face of the proposed monument sign would be 24.4 square feet�
which is close the total sign area allowed in the BN zone.
Mr. Lien advised that the landscape standards (ECDC 20.50.045.G) would require that each fi-eestanding sign provide a
landscaped area twice the size of the sign area at the base of the sign. To meet the landscape requirement the applicant
is proposing 75 square feet of landscaping for the 35.25 square foot monument sign and 40 square feet of landscaping for
the 19.67 square foot pole sign.
Mr. Lien said the applicant is proposing external illumination for both signs, which is allowed in RM zones. However,
ECDC 20.60.020.G states that no light source that exceeds 20 watts can be directly exposed to any public street or
adjacent property. The proposed external lighting would consist of landscape floodlights (see Sheet 6 of Exhibit 4), with
40 watt bulbs. The bulbs would be shielded and would point at the signs to be compliant with the code.
Mr. Lien pointed out that because both signs would be taller than 3 feet, they would have to meet the setback
requirements for the RM-1.5 zone. Both of the proposed sign locations would meet the 15-foot setback requirement set
forth in ECDC 16.30.030.A. As part of their technical review during the building permit phase, the Engineering
Department would ensure the location of the signs meet the site distance requirements.
Mr. Lien referred the Commission to ECDC 20.60.015.B. 1, which sets forth the criteria the ADB must use when
reviewing modification requests. He reviewed the criteria as follows:
I . The request is for signage on a site that has a unique configuration, such as frontage on more than two streets, or has
an unusual geometric shape.
2. The subject property, building, or business has site conditions that do not afford it the opportunity to provide signage
consistent with or similar to other properties in the vicinity.
3. The design of the proposed signage must be compatible in its use of materials, colors, design and proportions with
development throughout the site.
4. In no event shall the modification result in signage which exceeds the maximum normally allowed by more than 50
percent.
Mr. Lien shared the following staff findings related to the application:
9 Sign Type — The sign code is conflicting on whether a pole sign would be allowed at the subject property. Pole
signs are not allowed for businesses in RM zones, but are allowed in the Medical/Highway 99 Activity Center, all of
which apply to the subject property. The pole sign is proposed in order to be consistent with the design of the sign
for the Aldercrest Health and Rehabilitation Center, which sits on the opposite side of the shared driveway from the
April 21, 2010
Page 9
subject property. Given the location of the subject property (close to the hospital and surrounded by business and
medical uses), staff believes it would be appropriate to apply the Comprehensive Plan overlay requirements in this
situation.
Number of Signs — Only one freestanding sign is allowed and the code also discourages freestanding signs
altogether in the RM zones. However, it is important to note that the subject property has a unique configuration in
that the building is set back from the street and is surrounded by trees. This makes it difficult to see a sign placed on
the building. Also, the entrance to the facility is not near where the majority of visitors would be coming from off
Highway 99. A sign at the comer of 21601 Street Southwest and 72 nd Avenue West and another sign at the entrance
off 72"d Avenue West would make it easier for visitors and residents to navigate to the site. The subject site is
largely surrounded by General Commercial 2 and Mixed -Use zoning, which is permitted to have three signs per site,
so the applicant's request would be consistent with surrounding properties.
Sign Area — The total maximum allowable sign area for the site is 151 square feet, and the two proposed signs
would total 54.92 square feet. The maximum allowable sign area for any given freestanding sign within the BN
zone is 24 feet, and the primary monument sign area, including the base of the sign, would be 35.25 square feet.
The area of the sign face of the monument sign would be 24.4 square feet which itself exceeds the maximum
allowable sign area. The Board can approve an increase in sign area of no more than 50 percent of the maximum
normally allowed. There are several unpermitted signs on site that currently exceed the allowable sign area for
temporary signs, and these signs should be removed from the site. Staff believes the request for increased sign area
appears unnecessary if the other two modifications are granted.
Mr. Lien said that based on the analysis and attachments in the Staff Report, staff recommends approval of the request
for modification to the sign type and number of signs and denial of the request for modification to the sign area.
Board Member Mestres asked if the pole sign proposed at the entrance off 72 d Avenue West would be similar in design
and size to the existing Aldercrest Health and Rehabilitation Center sign. Mr. Lien answered affirmatively. He referred
to Sheets 6 and 7 of Exhibit 4, which illustrate the existing and proposed signs. Vice Chair Schaefer asked if research
was done as to the conditions under which the Aldercrest Health and Rehabilitation Center sign was approved. Mr. Lien
responded that he did not research the history of this particular sign.
Board Member Bullock said that while ECDC 20.60.005 states that supporting structures that are part of the sign display
should be included in the calculation of the sign area, in this case, the small stone base does not appear to be part of the
display. Interpreting the sign base to be part of the total sign area would be a deterrent against having monument signs.
Mr. Lien pointed out that even if the base is not considered part of the total sign area, the proposed monument sign
would slightly exceed the total area allowed. Staff interprets ECDC 20.60.005 to mean that the base should be
calculated as part of the total sign area. Board Member Bullock suggested the Board start their discussion by clarifying
what constitutes sign area in this case.
Vice Chair Schaefer asked where the signs would be positioned with regard to the setback requirement. Mr. Lien
answered that the proposed sign locations would be consistent with the setback requirements of the RM zone. They
would be located more than 15 feet from the property line.
Chair Kendall suggested it would be distracting for the Board to discuss the temporary signs that currently exist on the
site. These signs should be dealt by the City's code enforcement staff. The Board's charge is to review the proposed
new signs, and the existing temporary signs should not be a factor in their final decision.
Steve Hintzke, Island Dog Sign Company, Seattle, said that for the most pai-t, Mr. Lien did a good job of explaining
the reasons why the applicant is asking for a modification to the sign code requirements. However, he disagreed with
staff's method of measuring the total area of the proposed freestanding sign. He said he installs signs throughout the
Architectural Design Board — Surnmary Minutes
April 21, 2010
Page 9
Puget Sound area and Edmonds is the first jurisdiction that counts the stone portion of a monument sign as part of the
sign area. He said he finds the City's method of measuring sign area unusual.
Mr. Hintzke explained that site distance is a key consideration when determining the appropriate sign size. The typical
standard is to have 1/8-inch of letter height for every foot away from the sign, which means the letters on the proposed
sign should be at least three inches in height in order to be fully visible to cars that pass by the intersection 25 feet away.
The address line on the proposed sign contains letters that are 3 inches high, but the telephone number and website
address would only be 2 inches high. The remaining letters would be 2.5 inches high. However, the smaller letters
should be adequate given the contrast between the color of the letters and the background. If the City requires the
applicant to shrink the size of the sign further, they will Rely decide to reduce the base and place the sign closer to the
ground. He expressed concern that reducing the size of the lettering would result in the sign being less visible from the
street for the average person's eye site.
Mr. Hintzke asked that the Board reconsider the staff's recommendation related to the sign area and allow the actual face
of the monument sign to have a total area of 24 square feet not including the supporting structure. This would allow the
sign to provide maximum readability from the street.
Board Member Mestres asked if the monument sign would be the site's primary sign. Mr. Hintzke answered
affirmatively and noted that no sign is proposed for the building. He explained that the building cannot be seen from
most areas along the street because the property is lined with large fir trees. Mr. Lien agreed that the building is not
visible coming from Highway 99 towards the hospital on 216d' Street Southwest. There is a break in the trees past 72"d
Avenue West, but it is past the entrance to the site. Mr. Hintzke referred to Sheet 6 of Exhibit 4, which illustrates how
well the building is hidden by the trees.
Board Member Broadway asked if any thought was given to incorporating the lighting into the monument sign as
opposed to using free standing spotlights. Mr. Hintzke said the applicant has requested the freestanding lights. He
explained that customers most often request the freestanding lights as opposed to internal lighting because it is easier to
maintain. Mr. Lien reminded the Board that internal illumination is not allowed within the zone.
Board Member Bullock asked the applicant to explain the rational for using a white cabinet with blue letters. Mr.
Hintzke responded that this is the standard design for Aegis Living signage. The contrast is intended to maximize
visibility. He reminded the Board that the applicant's clientele tends to have sight problems, so it is important to choose
colors that will maximize the contrast to make the signs easy for people to see.
Board Member Gootee pointed out that local fire departments typically require addresses on all buildings, and this would
be separate from the sign code. If the applicant is ft*g to make the lettering on the sign larger so it is more readable, he
suggested they eliminate the address from the sign and place it on the building, instead. The address that is placed on the
building would not be counted as part of the total sign area because it is a fire department requirement. Mr. Hintzke said
he believes the address is already on the building, but it is not visible from the street because of the trees that line the
property. He suggested that emergency vehicles would have trouble identifying the site from the address on the
building. Placing the address on the sign would improve emergency access, as well. Vice Chair Schaefer observed that
the monument sign would face towards traffic on 2160' Street Southwest and the actual address of the building is 72 d
Avenue West. He agreed it would make sense to include the address on the signs.
Vice Chair Schaefer asked if the applicant would consider replacing the proposed pole sign with another monument sign.
Mr. Hintzke answered that the applicant has indicated a willingness to consider this option. However, from an aesthetic
standpoint� the applicant felt it would be appropriate to match the style of the adjacent sign placed for the Aldercrest
Health and Rehabilitation Center. Chair Kendall agreed that a monument sign would be more attractive than the
proposed pole sign. She noted that the existing Aldercrest Health and Rehabilitation Center sign is old, and it would not
necessarily be appropriate for the applicant to make the new sign compatible. Board Member O'Neill asked if there
Design Board — Sununary Minutes
April 21, 2010
Page 9
would be a significant cost difference associated with changing the proposed pole sign to a monument sign. Mr. Hintzke
answered that there would be a significant cost difference, and Board Member Gootee agreed.
Board Member Gootee asked if the applicant would be willing to compromise some of the script (phone number and
website address), which is not typically found on monument signs for retail businesses. Mr. Hintzke answered that he
could approach the applicant with this request. However, he pointed out that the information on the proposed sign is
consistent with signs placed at other Aegis Living facilities throughout the region.
Board Member Bullock asked if the total sign area of the pole sign included the poles. Mr. Hintzke said it was
calculated based on the sign face and the poles.
THERE WAS NO ONE IN THE AUDIENCE TO PARTICIPATE IN THE PUBLIC HEARING, AND THE PUBLIC
PORTION OF THE HEARING WAS CLOSED.
Chair Kendall suggested the Board first make a determination about whether the total area for the monument sign should
include the supporting structure. Board Member Gootee said that in jurisdictions he has worked with, it is typical to
consider the monument base as part of the total sign area. Chair Kendall said that is her experience, as well. Mr.
Hintzke pointed out that neither Bellevue nor Kirkland calculate the supporting structure as part of the total sign area.
Board Member Gootee noted that Bellevue has a lower height limit than Edmonds, so they can be more forgiving on the
sign area size.
Board Member Bullock said he knows of monument signs in Edmonds where the sign area was calculated using the
actual sign face and not the base. He said his interpretation of the code is that the stone base should not be included in
the total sign area. If the supporting structure is included, then he suggested that the poles on the pole sign should be
included as part of the total sign area, as well.
Board Member Mestres expressed his belief that the fine brick work proposed for the base of the monument sign could
be interpreted as landscaping more than signage. He suggested the Board should also keep in mind that the total sign
area allowed on the site is 151 square feet, and the applicant is only proposing 54.92 square feet. They should also keep
in mind that the site is located in a congested area of Edmonds. Board Member Bullock said a building sign does not
make sense, so there should be some way for the applicant to apply this area to signage that is oriented towards the street.
Board Member Mestres observed that three modifications for one property seems like a lot but the Board should keep in
mind that the proposed pole sign would mirror an existing sign on the adjacent property, and the monument sign would
be the only other signage on the site. In this case, he felt there are extenuating circumstances to support the
modifications proposed by the applicant.
Board Member O'Neil agreed the Board could make a case for defining the structure as being the portion of the sign
above the foundation. The stone part of the proposed monument sign could be considered the foundation for the
structure of the sign. Board Member Mestres agreed that the proposed monument sign appears to have two separate
elements. Vice Chair Schaefer agreed. However, if the actual sign area extends over the face of the supporting structure,
that portion of the supporting structure should be included as part of the total sign area. He said he would support a
decision that the stone base not be counted as part of the total sign area. However, he recommended the proposed pole
sign be replaced with a monument sign that is similar in design to the proposed monument sign. He felt this would be
more compatible with the architecture of the building.
Chair Kendall said she works for a company that owns an assisted living facility, and they just replaced their signage.
She said she can relate to the need to include a lot of information on the sign because of the population served by the
facility and the types of services offered. In addition, the building is tucked behind the landscaping, so the proposed
signage appears reasonable.
Board — Summary Minutes
April 21, 2010
Page 9
With the exception of Board Member Gootee, the remainder of the Board agreed that the stone base on the monument
sign depicted on Sheet 5 of Exhibit 4 of the Staff Report is not part of the sign display area and should not be counted as
part of the total sign area.
Chair Kendall said she would support the proposal to allow two freestanding signs on the site, but she would prefer that
both signs be monument signs rather than one monument sign and one pole sign. Board Member Broadway agreed.
She said she would like the applicant to do more than just mimic the pole sign that exists on the adjacent property.
Board Member O'Neill suggested the monument sign be limited to 24 square feet rather than the proposed 24.4 square
feet. Board Member Bullock reminded the Board that the purpose of the modification clause in the code is to give the
applicant the right to come before the Board with a request for more signage. This type of request should not be
considered a variance. If a request for modification meets the criteria in Section 20.60.015.B. 1, the Board has the ability
to approve the modification. He reminded the Commission that the applicant would be allowed a building sign of up to
151 square feet. Therefore, he did not feel it would be inappropriate for the Board to grant a modification to allow a
small amount of additional square footage for the monument sign.
Board Member Bullock reminded the Board that ECDC 20.60.025 allows the Board to use the BN zoning standards for
signage on commercial uses in the RN zones. However, it is important to note that the BN standards are intended to
apply to small neighborhood business uses, and the current application involves a large facility with adequate screening
from surrounding properties. The BN standards would not apply in this situation because a building sign would not be
visible. He expressed his belief that the applicant has clearly met the criteria to support the request to modify the sign
area and number of signs. However, he agreed with Chair Kendall's recommendation that rather than a monument sign
and a pole sign, the applicant should be allowed two monument signs that are similar in size and character.
Board Member Bullock said that while he understands that signs with white cabinets and dark lettering are generally
more visible, he felt the letters stick out too much. He said he would prefer the applicant reverse the color arrangement.
Chair Kendall asked if the applicant would be willing to reverse the colors as recommended by Board Member Bullock.
Mr. Hintzke said he would take this request back to his client. He noted that his client recently replaced a sign at their
Kirkland facility that had white letters and a dark background. The new sign reversed the colors.
Board Member Gootee pointed out that the City does not have a specific code requirement related to sign color. Mr.
Lien agreed there is no specific code language to regulate color. However, there is some reference to color in the zoning
standards. For example, if the Planning Manager determines a proposed sign is too garish or out of character with the
site, he can require design review by the ADB. In addition, monument signs over six feet in height require design review
to ensure that materials, colors, design and proportions are consistent with those used throughout the site.
Board Member Gootee explained that it is important for companies to use their branding when they place new signs.
Therefore, it would not be appropriate for the Board to require the applicant to reverse the colors on the proposed signs,
particularly since there is no code language that specifically prohibits white backgrounds with dark lettering. He said he
respects the branding colors of the applicant, and he would support the sign colors as proposed.
Board Member Broadway pointed out that as proposed, the back of the sign cabinets would be white. She suggested the
Board require the applicant use a dark color for the back and side of the proposed signs. She agreed with Board Member
Bullock's conclusions regarding the application, except she cautioned against requiring the applicant to replace the pole
sign with a monument sign, since monument signs are costly. However, she felt it would be appropriate to require the
applicant to investigate other options that are more substantial or permanent than a pole sign at the entrance. Board
Member Bullock agreed that the entrance sign would not necessarily have to be a monument sign, but he would prefer
something other than a pole sign.
Architectural Design Board — Summary Minutes
April 21, 2010
Page 9
Vice Chair Schaefer asked Mr. Lien if staff would have'enough information to act without bringing the application back
to the Board if the Board's final decision included the requirement that the second sign be something of a more
permanent design than the temporary look of a pole sign. Mr. Lien answered affirmatively. Mr. Hintzke pointed out that
a stone -based monument sign would be significantly more costly than the proposed pole sign. However, he agreed to
approach his client with other options.
BOARD MEMBER BULLOCK MOVED THAT THE BOARD APPROVE FILE NUMBER PLN20100017 AS
SUBMITTED BY THE APPLICANT WITH THE EXCEPTION THAT THE FREESTANDING SIGN
LOCATED AT THE SHARED ENTRY DRIVE WITH ALDERCREST HEALTH AND REHABILITATION
CENTER NOT BE ALLOWED TO BE A POLE SIGN. HE FURTHER MOVED THAT THE BOARD FIND
THAT THE BASE OF THE MONUMENT SIGN LOCATED AT THE INTERSECTION OF 216TH STREET
SOUTHWEST AND 72ND AVENUE WEST IS NOT PART OF THE SIGN DISPLAY AREA AND SHOULD
NOT BE COUNTED AS PART OF THE TOTAL SIGN AREA. THE PROPOSED SIGN PACKAGE
COMPLIES WITH ALL APPLICABLE CODES AND PLANS AND THE CRITERIA SET FORTH IN ECDC
20.60.015.B.1 FOR THE FOLLOWING REASONS:
• THE BUILDING IS LOCATED BEHIND SUBSTANTIAL VEGETATION SO A BUILDING -MOUNTED
SIGN WOULD NOT BE VISIBLE FROM THE STREET.
• THE STRUCTURE IS LOCATED ON A LARGE LOT AND THE PROPOSED SIGN DESIGN WOULD
BE COMPATIBLE WITH EXISTING DEVELOPMENT.
• THE MODIFICATION WOULD NOT EXCEED THE MAXIMUM SIGN AREA ALLOWED BY MORE
THAN 50 PERCENT.
BOARD MEMBER BROADWAY SECONDED THE MOTION.
BOARD MEMBER BULLOCK MOVED TO AMEND THE MOTION TO REQUIRE THAT THE BACK
SIDE OF EACH OF THE SIGNS BE PAINTED A DARKER COLOR, PREFERRABLY A COLOR
ALREADY ESTABLISHED ON THE SIGN. BOARD MEMBER BROADWAY SECONDED THE MOTION
TO AMEND.
THE MOTION, AS AMENDED, WAS APPROVED UNANIMOUSLY.
PUBLIC HEARINGS - MAJOR PROJECTS
I
No public hearings were scheduled on the agenda.
CONSOLIDATED PERMIT APPLICATIONS (No Public Participation):
No consolidated permit applications were scheduled on the agenda.
ADMINISTRATIVE REPORTS/ITEMS FOR DISCUSSION:
There were no administrative reports by staff.
ARCHITECTURAL DESIGN BOARD MEMBERS COMMENTS
Board Member Bullock explained that it is important to provide clear direction to staff about the type of sign design the
Board likes. This will enable staff to provide enough information to applicants to influence the design early on when it is
easier to make changes. He suggested the Board reach a consensus about whether or not they would prefer signs that use
white letters and dark backgrounds. Board Member Mestres expressed his belief that readability and function of the sign
Architectural Design Board — Summary Minutes
April 21, 2010
Page 9
arejust as important as aesthetics, and signs with white backgrounds and dark letters are typically more readable. Board
Member O'Neill suggested that each proposal must be considered on a case -by -case basis, depending on the location of
the sign. Board Member Broadway observed that signs with dark backs and sides are less likely to be "tagged." Chair
Kendall agreed with Board Member Bullock that signs with white boxes can be garish and too bright.
Board Member Kendall welcomed new Board Member Broadway.
The Board requested staff provide clarification at their next meeting about how the City calculates the total area of
monument signs. They specifically asked for clarification as to whether the base of the sign should be included in the
total sign area or not. Board Member Gootee pointed out that in some cities, businesses tend to provide large bases to
accentuate the area of the sign. Board Member O'Neill suggested staff s analysis include a review of monument signs
that were previously approved by the ADB.
ADJOURNMIENT
The meeting was adjourned at 8:17 p.m.
— Summajy Minutes
April 21, 2010
Page 9
PLANNING DATA TREET FILE
-- Signs
Name:
D te: 3- L/— !�Vt o
SiteAddress: �1'�700 -7;111�
Plan Check BLD-2006-0/,33
Project Description:
Reduced Site Plan Provided: (YES NO) Zoning:
Comprehensive Plan Designation:
iv\ e4 � L A
Map Page:
Corner Lot: NO)
:lag Lot: (YES to
ADB File # (or date waived):
70TAL Area per Type of
T of
of
of
y of
y
y
y
Type of Sign
Allowed in
zone?
Matrix
conditions
met?
Allowed
area per
unit
Unit
TOTAL sign
area
allowed for
this sign
Proposed
sign area
Exa-ple
Wall W1117terr7,31
illumlndtlon
Ye5, W1117
conditions
yes
I sq. ft.11tneal
/t. attached
wall
41 ff. attached
Wa/1
41 square feet
20 square feet
Sign # I
Sign #2
Sign #3
TOTAL Sign Area for TenantlSite
Max Permitted:
Previous Total-
Proposed Total:
Sgn Height
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Height:
Sign.Lighting
Sign Type:
Proposed:
Allowed in Zone:
Sign Type:
Proposed:
Allowed in Zone:
PLANNING DATA :FIALE
-- Signs --
gy Colot.5
Proposed:
Acceptable?
Requires ADB Approval?
Sign LOCWtiOn
If freestanding and 3-feet or over (unless a fence) meets setbacks?
fleqained Setbacks
Street:
Side:
Side:
Rear:
Actuai Sethicks
Street:
Rear:
Fre e Signs
L, for -standing
Size:
Location:
Critical Areas Determination #:
Study Required
Waiver
other
Plan Review By:
f.41 - IV/ V xj,.) I —I
.,If' -CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
0 n �lc a re &la I'A tl 5
MAILING ADDRESS AJ
,�'? (.5- 00 -
CITY EPHONENUMBER
e*4141�.f 404 ou VOL� - 775-- 7-5,48
CITY
NUMBER
USE
ZONE PERMIT
NUMBER
JOB
ADDRESS
.EGAL DESCRIPTION CHECKI SUBDIVISION NO. IUD NO
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
TESCP Approved
0
RW Permit Required
0
EXISTING — REQUIRED DEDICATION
I
Street Use Permit Req*d
0
Inspection Required
0
PROPOSED
.
Sidewalk Required
C3
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
I
YES 13 NO 0
REMARKS
NAME
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Aua 00-6 L �oll 4 -' oti 5 V
ADDRESS
41ql
ENGINEERING MEMO DATED REVIEWED BY
CITY zip
ELEPHON E NUMBER
FIRE MEMO DATED REVIEWED BY
Lqt)WA W �:
M` �30K
- niiV"
_4
EXPIRATION DATE
STAT LICENSE NUMBER CA
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SIGN AREA
SEPA REVIEW
OOF ADB NO.
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PROPOSED
COMPLETE
U/ Xl�__
Legal Description o.f Property - inchide-d easements
SHORELINE 0
JEXEMP
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VARIANCE OR CU
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SETBACKS — FEET
HEIGHT
COVERAbE
j Property
FRONT SIDE REAR
ILOT
REMARKS
Tax Account
%0? 0000 3 oo
Parcel No.
NEW RESIDENTIAL PLUMBING
ADDITION COMMERCIAL MECHANICAL
REMODEL APT. BLDG. El SIGN
CHECKED BY
TYPE OF CON TION
IC E
OCCUPANT
G;j/
GRADING FENCE
REPAIR CYDS. t x _FT)
WOODSTOVE SWIM POOL
DEMOLISH INSERT HOT TUB/SPA
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LOAD
SPECIAL INSPECTOR
REQUIRED
AREA
13 YES
15D
GARAGE RETAINING WALL/
REMARKS
C ROCKERY RENEWAL
PROGRESS INSPECTIONS PER UBC 305
Y
(TY;PZ7FSE, BUSINESS OR T ) EXPLAIN:
,/A9TIVI
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704'. 1-
2 NUMBER
U
NUM13ER OF
CRITICAL
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STORIES
DWELLING
UNITS
'AREAS
NUMBE
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DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
'FINAL INSPECTION REOUIRED
fri.dose Lo-s� Sje Jel
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VALUATION
FEE
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PLAN CHECK FEE
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BUILDING
7 00
-HEAT SOURCE:
GLAZING
PLUMBING
Plan Check No.
MECHANICAL
This Permit covers work to be done on OrivaFte property ONLY.
GRADING/FILL
Any construction on the public domain (curbs, sidewillks,
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
jo
j
Permit Application: 180 Days
Permit Limit: I Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
"Applicant, on behalf of his or her spouse, heirs, assignp!and
ENG. INSPECTION FEE
successors in interest, agrees to indemnify, defend and.,hold
2 harmless the City of Edmonds, Washington, its offibials,
m employees, and agents from any and all claims for damages of
5 Whatever nature, arising directly or indirectly from the issuance
of this permit. Issuance of this permit shall not be deemed to
PLAN CHECK DEPOSIT
modify, waive or reduce any requirement of any city ordinance
0
x nor limit in any way the City's ability to enforce any ordinance
TOTAL AMOUNT DUE
provision."
I hereby aCKnowledge that I have read this app ication; that t a
information given is correct; and that I am the owner, or the duly
ATTENTION
APPLICATION APPROVAL
authorized agent of the owner. I agree, to comply with city and
state laws regulating construction; and in doing the work authoriz-
THIS PERMIT
AUTHORIZES
This application is not a permit until
ed thereby, no person will be employed in violation of the Labor
ONLY THE
signed by the Building Official or his/her
Code of the State of Washington relating to Workmen's Compensa-
WORK NOTED
Deputy; and fees are paid, and receipt is
tion InsuraVe and RZW 18.2
INSPECTION
acknowledged in space provided.
StGN4REI DATE S.IGNED
DEPARTMENT
G T RE DA?E
UNNE 7NTI
CITY OF
AW 1112
EDMONDS
CALL FOR
IAELWYVib�r.V /f 0 7AT
ATTENIV16N
INSPECTION
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IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
771-0220t
ORIGINAL — F; e YEI L�OW —fInspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3.
11-141
PINK — Owner GOLD — Assessor
102.8?
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CITY OF EDMONDS
Grease Removal Equipment Application
Business Name: 41121,91-'5- Z��Date Submitted:
Address: xlp— al Suite No.:
Business Owner: Mailing Address:
Contact Person/Title: Zga�,IrZ Mi2i Phone:
Days/Hours of Operation:
Total Number of Meals Served Per Peak Hour (assume all seats filled):
Number of Seats: Dining: LoungetBar:
Building Occupancy Permit Capacity:
Banquet Rooms: Deck/Patio:
Health Dept. Permit Capacity
Inventory of Kitchen Equipment and Plumbing Fixtures for this Establishment: (Grills,
burners, ovens, hoods, deep fat fryers, wok stations, soup kettles, sinks, pre -wash sinks,
dishwashers, disposers, mop sinks, floor drains, etc.)
What proportion, if any, of the dishware used is of the disposable type? —
How is waste oil/grease handled, stored, and recycled/disposed?
Estimate gallons of waste oil/grease produced per month:
If recycled, by which company?
How are vent hoods cleaned and where does the cleaning waste go?
Contact the Pretreatment Technician at 425-672-5755 to discuss the type and
size of equipmentyou must install, and then complete the appropriate
accompanying worksheetfor either a Grease Interceptor or a Grease Trap.
[Rev. Feb. 2004]
5TREET FILE
SUPPUERI I OESCRPTION
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NOT FOR CONSTRUCTION
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EDMONDS WASTE TREATMENT
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425 771 0255 P.05
W���
Grease Interceptor Sizing Worksheet
Facility Name:A?&'Is A.%s SQ
Address.: 2115oo 17 AV C W. F—c)qA"S W-A- Suite No.:
A Grease Interceptor permit is required ($365.00 fee). Contact the Pretreatment Technician
(425-672-5755) if you have any questions and also to get signature approval on this form.
Per Edmonds City Code the minimum sized Grease Interceptor permitted is 500 gallons.
Maximum sized unit is 4,000 gallons.
NUMBER OF MEALS SERVED AT PEAK HOUR A
Based on the total number of seals* and average thnepermeal.
Lounge and bar seating is counted at 2091b.
WASTE FLOW RATE (Choose one) B=
10 With Dishwashing Machine 6 gallon flow 2
• Without Dishwashing Machine ..... 5 gallon flow
• Single Service Kitchen* .............................. 2 gallon flow
0. .(Food Waste Disposer ........................ add I gallon flow)
RETENTION TIMES (Chooseone) C = �..5
• Commercial Kitchen Dishwasher ............. 2.5 hours
• Single Service Kitchen* ......... 960* ................. 1.5 hours
STORAGE FACTORS (Choose one) D
• Full Service Kitchen 0-12 hour operation: .....
• Full Service Kitchen 12-20 hour operation: ......... 2
• Full Service Kitchen 24 hour operation: ...... ; ....... 3
• Single Service Kitchen*: ....... 1.5
• (Alternate factor for occasional use kitchen .........
Minimum Interceptor Size fliciiiid ca acity) A x . B x C x D Q) -39
*A single service kitchen refers to a restaurant where disposable dishware, is used and
Aishwashing operations are therefore greatly reduced.
........................................
(For City use only below this Une) --* . . . . .. . ..... . ............... I ..... . .....
I
Remarks: 71%-, s S 14 .1 S *J OA - 0, CS 6J -tko,
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Size Approved: i t 2 gal. Approved by: -1&, Date: t a
Lftetreatment Technician
[Rev. #eb. 2004]
-.Aej.
[JQ -
W-0 OVIALL
w-e INSIDE CLEAR
MN 5 3/4' SFWAD ARM 7/W$(GALV tIFTING IRON
PLACES IN TOP FACE 4) PLACES IN SAM
/- L111 NUT
2CO CLEAR ACCE% OPENINGS E, OORMERS
. . ....... IN CENTER SECTION
-------------------------- ---- - --------
CAULK BOTH SIDES i
Az,
I*-Ir0 2*-10' 1 1
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8'0 ROLE
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PLAN VIEW
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T111CAL I PLACES
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PRECAST BAFFLE
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INLET
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A 15 A PIPE DIAMIETER
HIGHER THAW b
OUTLET TEE ELBOW
1)tlCo LrF INSERT
(I Ek CORMEK (4) MIENS
CAULK BOTH SIDES 7g* V. LIFTING RON
(2) ENDS
SECTION AA
STRLgn§W. NOTES
1. CMCRETE - 23 DAY COMPRCSSI%C STRENGTH rc 45M pd
L REBAR - ASTM "IS GUM so
I MESH - AS79 A-185 CRADIF 65
4. DESIGN - ACI-318-02 OUILONG CODE
ASTM C-890 *MINIMUM MXIMAL DESIGN LOADING FOR
MONOUTHIC OR SECTIONAL PRECAST CONCRETE WARR AND
WASTEWATER STRUCTURES'
5. LOADS - H-20 TRUCK WHEEL /30% IMPACT PER AASHTO
GENUM NOTES
1. OUTLET PIPE CAN BE ADJJSTE0 10 INCREASE OR DECREASE GALLON CAPACITY
2. FILL �/CLEAN WATER PRIOR TO START UP OF SYSTEM
I CONTRACTOR 70 SUPPLY It INSTALL ALL WIND & SAMPILING TELS
4. GRAY WATER 341Y, TRACK WATER SItALL OF. CARRIED BY SEPARATE SIDE
SEWER
a FOR RENFORCEWNT DETAIL SEE DRAWING CK -901
S. FOR BAFFILE DETAIL SEE DRAWK Cl�-1074, %W 2
qESO rMALA.
Cff__
UNIFORM PLUMEHNG CODE
NUMBER Or MEAL' X WASTE FLOW RETENTION X STORAGE CAPACITY
PER PEAK ROUR RATE X Tw FACTOR IN GALLONS
SHIPPINOWEGff INSERTS
COMER - 4.933 It. CO%a 5 3/4- SPREAD ANOIUR
CENTER SECTOR - B.354 bL CENTER SOCTICIN - r1l) I I/e# ROCKET owl
BASE SECTOR - 3.456 r- FAST SECTION - ) 7/Br0 GALV. LETING ININ
TOTAL WXHT - 16,G33'"
or# KLE TYPICAL 4"0 PIPE JOINT
OR 'g.T
--Iii FEB)
V-0�4.
KNOCKOUT 6YI 1/2)
DETAIL 1
WE: WEIGHT INCLUDES BAFTLE r-;WT---;W-
1" 2/1/00 1— 1 1 2 1 —1 Ia.= 1. 1
11MIMMYVAULT"
0 Oldcastle
0 i
:'�,OCTs-Or4-2006- 07:53 EDMONDS WASTE TREATMENT 425 771 0255 P.06
Contractor to Adjust
To Grade
I' MIN. PVC
Yent Required
kase note 12)
Water right Manhole
Adlopte
Coupling
(sea notsio)
r
e
9
It
h
1
0
ot
M
ou
2)
'on
Inlet
Connection at k:
building to fballow
AWWO standards
Outdo
for side sewer
Instdilatlons
Ocisketed.
Water Tight, Castings
and i1alted Lids See Note 8
(See Note 6)
2. 5' to
:acost-Evoffl
Ick rte
n J
6' PVC
(t ical
9" min or Risers
liquid waste
Outle
Water Sur ce cou ling
2-Mtnimum 6chnr-ackm (see, note 10)
Stainless Steel Strop
te 18 and 5/11" Anchor Solt
le!!� 7 (Typical),
�6
Z.
Groutoround
12 both sides
of precast bqffle
Za Loath 11A Lenalb
PRECAST CONCRETE VAULT. U71UTY VAULT CO. INC. OR EQUAL (SEE NOTE 4)
SIZE ACCORDING TO, UNIFORM PLUMBING CODE —MOST CIJRRE14T VERSION
NOTES: INSTALL "PER MANUFACTURE REQUIREMENTS-
1. Croy —Water only. Stock —Water shall be carried by separate side sewer.
2. Locate Interceptor within data proximity of drive for access by Maint. vehicle.
3. If vault Is not slotted to accept precast gonc. baffle then precast ewe. shall be held In place by (2)
3'xXx3lr angle (4ft. long) attached to vault wall with (4 ea) 1/2* baits and nuts (with washers) *paced
14' O.C. angle and fasteners shall be stainless steel.
4.. Precast vault and baffle shall have knockouts at all Pipe openingit If knockouts are not present then pipe
opening& shall be 2 . larger than pipe dlcrneter�
5. Position pipe risero below oceans openings to all ow clear access to riser and vault chamber for somplirig
Inspection.
6. Uds. Frames. and Bolts shalt meet District standards for manhole lfds and/or clean —outs as applicable.
7. Connections through coocrate walls require water tight manhole adapters. Seat all pipe connectlans, with
nonshrink grout.
S. Cleon—oute required per District standards (2.5' to 5' from vault).
0. Fill with clean water prior to start up of "tem.
10. Romac 501 coupl;ng or opproved equal. ALDERWOOD WATER DISTRICT
11. Discharge required to comply with 01strict Discharge lirinks
IZ Interceptors shall have venting per Uniform PRE—TREATMENT INTERCEPTOR
PlumbIng Coda. (1" minimum)
13. Vault and Ottings shall be water tight.
14. All fittings DWI be designed for grease retention.
15. Liquild depth shall not be less then 2.T nor greater DATE: 4-01 DWG. SS-4
than 6'. per UPC H 105-2.2 1
APPROVED BY-- 'J 44 %UA
DISTMICT ENGINEER
TOTAL P.06
—'-7R W23
ci��
AG��97-ALSC
13/23
47/36
3/11L
J
AGC
121A
0/51-
T
1 1
58.2
(1473)
NODE 121
0 172 1
14
12 13
7309
STEVENS MANOR
JFA- AL;
215
TL RG-1
f,
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8
21516
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(�l �4 T,� \ 2
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21520
10
14 10
6
&
2'1 524(D�k
0
04
001
7315 1. 1 1
N/A
(D 21511
@ N/A
15
7
STEVENS COURT
21521
ALDERCREST NURSING
HOME
28 0
C�).lj
EOL
1-11 EDMONDS RETIREMENT
@ N/A INN EOL,
,�Nm 21527 (�f @
17
8
2 A --------------
Y22
--oll �_P_ . -/
216 ST SW
SPLIT IN PED 121
1AMIA007-Al 4ZC'
21/22
47/36
9/01-
J
AGC
121A
0/51-
1 N
2
56.9
853
1.540/853
----------- =J
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44 A - Ci A
Ey
%
C, vrw
%
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%
% 0 El
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0
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SITEPLAN
N o T-6., A c'Cc-, - Nou-r %t4A.LL
BC
6\1 'ree y
APPROVEH.) AS NOTED
BY ENGINEERING
Date: —41-2 31—
PERR my-nm—ILLC
1101 ALASKAN WAY SM 2D5
SEAML WA 98,0,
ma .-Mw V�WJ4
23
z
0
:E
ai 59,
2
Lu LU
U� 0 Z'
> Z LU
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LU
,!2 < Lcul
SFTE
PLAN
STREET
FILE
1
F
PAMW I
joB m
muam
AGM
SCALE
Da— at.
wA�PmT
DAIL
01,DIA&
SHM7
C-1
1
M
IIIIIIIIIIIIII
14980
21500 72ND AVE W
10-25—'07 13:55 FROM—
T-409 P002/002 F-443
756
RE'_;ST,cRf0
ARCKITECT
A lu TA G
STATE Of WASHINGTON
of
Ilk
0 -5-
0
1�4
APPROVED AS NOTED
BY
. _ENGINEERING.4
Date: —,
PARKING SPACES REQ'D:
PARKING SPACES PROPOSED..
BARRIER FREE PARKjjQ',§PACES:.
REVISION
OL"'I'T 2 5 2007
S17EPLAN BUILDING -DEPARTMENT
REStR D 12"xlb"-Ib CA STEEL 516N)4/
N3
t\3
PARKII c APPROVED VERf3AC7E-"5TATE
DISABLED PARKIN& PER -MIT
R.EGUIRED" YNHITE ON 15LUE
>
BACK6ROUND STAINLESS STEEL
cl)
FASTENERS TYP.
Ln
516N VAN PARKIN& ONLY
&ALV. V SHAPE STEEL P05T
z
I" BEVEL C ONO. ViA5H
&FZAVE
I I F1 117-- -.EI I F,
-.11 F.. -El I EVISION
REGISTERED OCT 2 2 2007
ARCHITECT CONC. FOOTIN& BL ILDING DEPARTMEN7
DITY OF EDMONDS
—3
Y U G L
SWE OF VlAS,i,:fGro,,i 11
5 C, AL 1-: -3/4" 1'-0" HANPICAP FARKIN6916N
10
'?%thing in this permit Wroval Process shall ba
interpreted as allovirini or permitting the
maintenance of any murrently existing illegal,
nonconforming or unpermitted building, structure
or site condition whuch is outside the scope of the
germit application, reg;;�rdless of whether such
uilding, structure or condition is shown on the
siteslan or drawing. Such building, structure or
con may be the subject of a separate
enforcement action."
1of Edmonds Building Department
..AP?1Z0,V,v1D PLAN
Obtain Electrical Permit from
State Labor & Industries I
CITY OF EDMONDS
WILD)WO DEPAFIT40NIT
FILTLOT10-15
APPROVMDAIS . � --/a
.............. I
BLDG. OfMAL6., Mal
PERNIT HUMBEFV,
st-0 2_0 lei __6
02ow
Edit'" IRC W/WAC Ame
92006 Edition
IBC W/
132006 Edition. Up * WACA * mcnoments
6�14ERICOIMMOTOR IS RESPONSIBLE FOR and Appendi ' C WWAC Amendments
ces A B,
EROSION CONTROL AND DRAINAGE 02006Editi l�-Qn�'�/WAC
0 n,
Amendments
132006 Edition 1FGC wAVAC Amendments
132006 Edition 1FCw1",VAC Amendments.
TED�
APPROVED AS N 02006 Edition VIAQ WAC
51-13
B By L32006 Edition WSEC WAC 5 1 -
Y, E NEE
-by LA�INNIINUI_
PROVED
Us:
FILE
'REv"'
MAY 13 2010
BUILDING DEPAR7,WNT
CITY OF EDMONDS
Site Map
SCALE: 1" = 100'-0"
� <1 = Sign Location
23.500 72nd Avenue W.
Building Frontage = 151'
Parking Entrance Monument Sign
(See Site Map Detail B)
Primary Monument Sign
(See Site Map Detail A)
RIESUM
MW 12 20111
BUILDING DEPAR�-MENT
CITy OF ijDMONDS
Client:
Aegis Living of Edmonds
Contact:
e.
t.
------------------------------------------
Date:
05.13.10
------ -----------------------------------
Revisions:
Approved as is
Approved with revisions
Redesign & resubmit
------------------------------------------
Filenarne:
active/ 100 114 — Aegis Edmonds
/Permit/100114 — Aegis—
Edmonds—Permit—v4.pdf
----- ------------------------------------
Drawn By:
JAS
---- -------------------------------------
Approved By:
------------------------------------------
Date:
This is an original unpublished design document
created by Island Dog Sign Company, submitted
for your review. This document and its contents
are property of Island Dog Sign Company until
paid for. and its contents shall not be reproduced.
copied photographed, exhibited or used in any
fashWwfthout the expressed written approval of
Island Dog Sign Company.
Site Map Detail A
Site Map Detail A
SCALE: 1/16" = 1' -0"
NEWVI
t . 1-0
T ILI
FA
4(
3 PAPXING SPACES
�2 ACACESSIBLE.
SHALL HAVE ADA SIGNAGE
AT HEAD AND PAINTED
'OFACCMSMILTYON
PAVEMENT Tja9Z W.JA& P.
INTERNATIONAL SYMBOL
T
Minimum 75 Sq. Ft. of Landscape plantings.
Maximize reuse of existing landscape plants.
Current plants include Evergreen Arborvitae,
Client:
Aegis Living of Edmonds
Contact:
e.
t.
------------------------------------------
Date:
05.13.10
------------------------------------------
Revisions:
Approved as is El
Approved with revisions [I
Redesign & resubmit El
------------------------------------------
Filenarne:
active/ 1001 14—Aegis Edmonds
/Permit/ 1001 14—Aegis—
Edmonds_Permit_y4.pdf
Drawn By:
JAS
------------------------------------------
Approved By:
------------------------------------------
Date:
This is an original unpublished design document
created by Island Dog Sign Company, submitted
for your review. This document and its contents
are property of Island Dog Sign Company until
paid for, and its contents shall not be reproduced,
copied, photographed. exhibited or used in any
lashlon without the expressed written approval of
Island Dog Sign Company.
Site Map Detail B
Site Map Detail B
SCALE: 1/16" = 1' -0"
rTH
-URB
nNG
NG SPACES
WOOD FENC
CUT OUT EXIST*ING WALK LEVEL VMH:
EXTRUDED CURB ASPHALT- NO!7URB'
4,C'MDE FOR ACCESS,
TYPICAL
.0
%
7�-
3 EXISTING
PARKING SPACES 01
.0
!7
GO EXISTiNG SITE ENTRY 01
00
(SHARED WITH
Two�-(�).4Q-VVatt-La.nd,,5.c-ap,.Q-.FI,Q,o-dlights-w.ithi:n,----- ADJACENT PROPERTY)
.0
5 feet of sign base. FIRE H T
.0
Nuvo Lighting 76-6 Landscape Floodlight 01
(PN 4525102) \ Ae
Positioned within landscape to minimi-ze sight
lines from sidewalk .......................
.0
Z
EX14TI
PAR NG ACES
SUB
JUN'10 2010
iWILDING DEPARII-NT
CjTy Of: F-DMONDS
Approx. location of
Aldercrest Pole Sign
Parking Entrance Monument Sign
Minimum 40 Sq. Ft. of Landscape plantings.
Maximize reuse of existing landscape plants.
Current plants include Evergreen Arborvitae,
Japanese Holly, Nandina Domestica and
Variegated Yellow Sage Grass.
Client:
Aegis Living of Edmonds
Contact:
e.
t.
-------------
Date:
06.09.10
Revisions:
Approved as is El
Approved with revisions E]
Redesign & resubmit El
------------------------------------------
Filenarne:
active/ 100114 Aegis Edmond's
/Permit/100114 — Aegis—
Edmonds—Permit_v4.pdf
------------------------------------------
Drawn By:
JAS
------- -------------------------
Approved By:
------------------------------------------
Date:
This is an original unpublished design document
created by Island Dog Sign Company, submitted
for your review. This document and its contents
are property of Island Dog Sign Company until
paid for, and its contents shall not be reproduced,
copied, photographed, exhibited or used in any
fashion without the expressed written approval of
Island Dog Sign Company.
Primary Monument Sign
Primary Monument Sign
SCALE: 1" = 1' -0"
Sign Area = 34.15 Sq. Ft. (24.4 Cabinet + 9.75 Base)
6 1/2"
-F
7 3/4"
1
—T-
4 1/2"
45 1/2"
2 3/8"
FRONT
V SIR X.
of d m-, d1s.
2
AN AsSISTED 11VING'
& MEMORY CARE�:
COMMUN-
J-�Www. M0
4425) 776-36ft;+. Aegis'6f Ed' 'ec,om
3r 2150072 nd AvenueW
7 3/4"
78"
84"
52"
2"
12" deep Atum. cabinet painted White
1/4" Dimensional Aluminum letters
,mounted flush to Aluminum cabinet
Black and Dark Blue Vinyl
'2" deep Aluminum cabinet detail,
1/4"White Dimensional Aluminum letters
mounted flush to Aluminum detail
Eldorado Stone Mountain Ledge base
with, blue stone cap
70"
J
Back of cabinet painted
dark blue to match front
cabinet detail
PROFILE VIEW
8" deep concrete footer with Rebar
reinforcement 8-
26"
Client:
Aegis Living of Edmonds
Contact:
e.
t.
-------------
Date:
05.13.10
Revisions:
Approved as is El
Approved with revisions El
Redesign & resubmit El
------------------------------------------
Filenarne:
active/100114-Aegis Edmonds
rm t - egis-
Edmonds-Permit-v4.pdf
Drawn By:
JAS
#� E SSUB
kmf 1 .3
20jo
BUILDING DVA lIVNEFI,
CITY OF 130MONDS
------------------------------------------
Approved By:
------------------------------------------
Date:
This is an original unpublished design document
created by Island Dog Sign Company, submitted
for your review. This document and its contents
are property of Island Dog Sign Company until
paid for. and its contents shall not be reproduced.
copied, photographed, exhibited or used in any
�ashion without the expressed written approval of
stand Dog Sign Company.
Parking Entrance Monument Sign
Parking Entrance Monument Sign
SCALE: 1" = 1' -0"
Sign Area = 20.5 Sq. Ft. (13.75 Cabinet + 6.75 Base)
FRONT
16"
54"
60"
2-
64"
$" deep Aluminum cabinet painted white
1/4"White Dimensional Aluminum letters
mounted flush to Aluminum detail
Additional words and Blue box to be cut
out of exterior grade vinyl
Eldorado Stone Mountain Ledge base
with blue stone cap
Land
(See
8' deep concrete footer with Rebar
reinforcement
Back of cabinet painted Client:
dark blue to match front Aegis Living of Edmonds
cabinet detail
Contact:
PROFILE VIEW
16"
e.
6'
------------------------------------------
Date:
05.13.10
------ -----------------------------------
Revisions:
Approved as is
Approved with revisions F1
Redesign & resubmit
------------------------------------------
Filenarne:
active/ 100 1 14—Aegis Edmonds
/Permit/ 1001 14—Aegis—
Edmonds—Permit—v4.pdf
------------------------------------------
Drawn By:
JAS
RESUB
MAY 13 20'
BUILDING DFARi MENT
cl MONDS
8-
22"
---- -------------------------------------
Approved By:
------------------------------------------
Date:
This is an original unpublished design document
created by Island Dog Sign Company, submitted
for your review. This document and its contents
are property of island Dog Sign Company until
paid for, and its contents shall not be reproduced.
copied, photographed, exhibited or used in any
fashion without the expressed written approval of
Island Dog Sign Company.
Lighting Detail
Lighting Design
SCALE: 1" = 1' -0"
LANDSCAPE FLOODLIGHTS
Nuvo Lighting PN 4535102 with 40 Watt bulb
Client:
Aegis Living of Edmonds
Contact:
e.
t.
-------------
Date:
05.13.10
Revisions:
Approved as is 0
Approved with revisions
Redesign & resubmit
------------------------------------------
Filenarne:
active/100114—Aegis Edmonds
/Permit/ 1001 14—Aegis—
Edmonds—Permit—v4.pdf
Drawn By:
JAS
RESUB
MAY 13 2010
BUILDING PKAFt WNT
I
CITY OF MUDS
------------------------------------------
Approved By:
------------------------------------------
Date:
This is an original unpublished design document
created by Island Dog Sign Company, submitted
for your review' This document and its contents
are property of Island Dog Sign Company until
paid for. and its contents shall not be reproduced.
copied, photographed, exhibited or used in any
fashion without the expressed written approval of
Island Dog Sign Company.
I
72--
,�, 4�v /-7-r
RESUB
JUN 10 2010
BUILDING DTAFtP-WNT
CITY OF MONDS,
STREET FILE &/(
RESUB
MAY 13 2010
BUILDING DEPAWMENT
CITY OF EDMONDS
z
D 0
WER TO CHINIT
L)
w
z
z
4' HOSE CONNECTION W/ STM FITTING
(AS REWD 13Y FIRE DEPT)
IL
r----------------------------- r-i ------ i
PRE -ASSEMBLED. DON STATE APPROVED
DOUBLE CHECK DETECTOR VALVE ASSEMBLY I ICHF" VALVE I,
I
is,
;Mx IAN.
, I
7S,
—F aj r
r
7-
A
12
w
PL
REMOTE READ. THE TRPL SMALL BE
0
z INSTALLED ON H044TCH CLOSE M HINGE
L----- 7 -------------------
a2
WITHIN le OF INSIDE VAULT WALL FOR EASIER LADDER ACCESS
IN DOUBLE LEAF UO (MODEL -LW. HATCH) OPENING TO BE LOCATED
�8 9 20
EXTERIOR PLAN VIEW
X FL 3. 1
FL#AXD 0DUPLNG
ADAPTIER
Cam LADDER
—OUT AS REIRRED
FOR EASY ACCESS
LADDER PER APWA STD, PLAN #411
ALIGN WITH HATCH
NO HIGHER
THAN 5*
TO CENTER OF
12 SHUT OFF
VALVE
6' MINIMUM
FROM THE FLOOR
GENERAL NOTES:
1. ACCESSES ElY L.W. HATCH: TYPE *D" HD-10 PEDESTRIAN LOAD; H-30 TRAFFIC LOAD)
WITH SIDE OUTLET GUTTER DRAIN.
2. VAULT COVER GUTTER DRAIN SHALL CONNECT TO A DRY WELL OR CATCH BASIN.
3. DCDA MUST BE TESTED BY A CERTIFIED BACKFLOW ASSEMBLY TESTER. SENSOR SR2 WITH W" R1110TE READ
THE EM/WP SHALL BE MWALLED ON A
4. ALL TEST COCKS MUST BE PROVIDED WITH PCV PLUGS. OUTSIDE WALL FOR EASY METER READING.
5. A CITY APPROVED VALVE IS REQUIRED BETWEEN THE SUPPLY MAIN AND THE VAULT. INDOOR VERTICAL INSTALLATION
6. VAULT SHALL BE PLACED ON PRIVATE PROPERTY AT PROPERTY LINE.
7. FOR COMMERCIAL BUILDINGS THAT HAVE NO SET BACK REQUIREMENTS, THE DCDA CAN BE MOUNTED ON THE WALL ADJACENT
TO THE ROW WHERE THE LINE TIES IWO THE MAIN. (SEE DETAIL E 7.19)
VAULT SIZES
METER SIZE
AND TYPE
APPROXIMATE EQUIP
DIMENSIONS
MINIMUM INSIDE VAULT
DIMENSIONS
(EXCLUDES SIAMESE CONNECTION)
A
8
c
D
LENGTH
WIDTH
HEIGHT
4- X 3/4-
2'-9"
V-11"
0'-6"
4'-3-
1 O'—o"
5'-0'
6'-6"
6- X 3/4-
3'-9"
l'-2"
0'-8"
5'-6-
1 l'—o"
6'-0'
6'-6"
8- X 3/4-
4'-5*
1 l'-4"
1 0'-9"
6'-4-
12'-0"
6'-0'
6'-6"
lo" x 1"
6'—O-1
V-8-
1 0'— 11
8'-6-
1 14'-6-
1 7'-0-
6--6"
la9o-199U
C.-I-TY
REVISIONS STANDARD DETAIL
APPROVED BY DATE
D. GEBERT 6/16/03 DOUBLE CHECK DETECTOR ASSEMBLY (DCDA) PLAN
D. GEBERT 10/6/03 (COMMERCIAL/MULTI-FAMILY)
D. GEBERT 8/17/06 DATE 7/24/01 SCALE NTS I DWG NO. E7.8
—1
z
L)
W
z
z
>
r
W
aiw
In
-L a/
iR Awl jp'A'jjlTEj %TA
REFER M CHART : :
4' HOSE Co� W/ STORZ MTM
(AS REQ-1 11 FW DEPT)
r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ri - - - - - -
PRE -ASSEMBLED. DON STATE APPROVED
I I ICHE VALVE
I DOUBLE CHECK DETECTOR VALVE ASSEMBLY k=k
-T-r ff MIN*
to
a sc
FL X FL TEE
FLANGED COUPLM
ADAPTER
2!
EXTEND
our As
REMOTE THE TRPL SK41L BE ACCESS
INSTALLED ON PATCH CLOSE TO HNGE
L
7 ------------------
- a,
cl"
NO HKWER
T�m 15'
110 CENTER OF
02 %W Off
VALVE
le Wx
X
CO3 Fp
9 15 DOUBLE LEAF LID (MODEL-L.W. HATCH) OPENM TO BE LOCATED
IL 0 . wrnilN 18" OF BODE VAULT WALL FOR EASER LADDER ACCESS LADDER PER APWA SID PLAN #41
AUGN WfTN HATCH
EXTERIOR PLAN VIEW
6' MMMUM
FROM THE FLOOR
Fir
GENERAL NOTES:
1. ACCESSES BY L.W. HATCH: TYPE 'D' HD-10 PEDESTRIAN LOAD: H-30 TRAFFIC LOAD)
WITH SIDE OUTLET GUTTER DRAIN.
2. VAULT COVER GUTTER DRAIN SHALL CONNECT TO A DRY WELL OR CATCH BASIN.
3. DCDA MUST BE TESTED BY A CERTIFIED BACKFLOW ASSEMBLY TESTER. SENSOR SR2 WTTN EC" ROOM READ
THE EM/VP SiALL BE MWALLED ON A
4. ALL TEST COCKS MUST BE PROVIDED WITH PCV PLUGS. OUTSIDE WALL FOR EASY METER READM.
S. A CITY APPROVED VALVE IS REQUIRED BETWEEN THE SUPPLY MAJN AND THE VAULT. INDOOR VERTICAL INSTALLATION
6. VAULT SHALL BE PLACED ON PRIVATE PROPERTY AT PROPERTY LINE.
7. FOR COMMERCIAL BUILDINGS THAT HAVE NO SET BACK REQUIREMENTS, THE DCDA CAN BE MOUNTED ON THE WALL ADJACENT
TO THE ROW WHERE THE LINE TIES INTO THE MAIN. (SEE DETAIL E 7.19)
VAULT SIZES
METER SIZE
AND TYPE
APPROXIMATE EQUIP
DIMENSIONS
MINIMUM INSIDE VAULT
DIMENSIONS
(EXCLUDES SIAMESE CONNECTION)
A
B
c
D
LENGTH
WIDTH
HEIGHT
4- X 3/4-
2'-9"
l'-l"
0*-6"
4'-3-
lo'-o"
1
5'-0'
6'-6"
6- X 3/4-
3'-9'
l'-2"
0'-8"
5'-6-
ll'-o'
6'-0"
6'-6"
8- X 3/4-
4'-5-
1 V-4'
0'-9-
6'-4-
12'-0"
6'-0'
6--r,"
lo" X 1"
6'-O-1
V-8-
1 0'-11-
8'-6-
14'-6-
7'-0-
6'-6"
I a9o- 1991-1
m
CITY .....0-F
REVISIONS
APPROVED fff DANE STANDARD DETAIL
D. GEBERT 6/16/03 DOUBLE CHECK DETECTOR ASSEMBLY (DCDA) PLAN
D. GEBERT 10/6/03 (COMMERCIAUMULnFAMILY)
D. GEBERT 8/17/06 DATE 7/24/01 SCALE NTS I DWG NO. E7.8
!J
DRAIN PIPE 4" STORZ ADAPTER W/ 120' BEND
0 1 0
(DRAIN TO DRY WELL OR CB)
(0
*DOOR SIZE TO BE DETERMINED BY SIZE OF
0
TRPL REMOTE READ VAULT AND ACCESSIBILITY TO LADDER_';;�_
I
-
-
to
FINISHED GRA��Ejmmml 50W
to
DOUBLE LEAF TRAFFIC BEARING LID
0
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7
4" HOSE CONNECTION (AS REQ'D BY FIRE DEPT.)
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TO 95% DENSITY 1. ACCESSES BY L.W. HATCH: TYPE "D" HD-10 PEDESTRIAN LOAD; H-30 TRAFFIC LOAD)
WITH SIDE OUTLET GUTTER DRAIN.
2. VAULT COVER GUTTER DRAIN SHALL CONNECT TO A DRY WELL OR CATCH BASIN.
EXISTING LARGE CEDARS AND GROUND COVER TO REMAIN UNDISTURBED IN THIS AREA
NEW 6! HIGH PAINTED
WOOD FENCE
EXISTING RgPKELRY INSTALL ABOUT V-a'IN FRONT OF ROCKERY
J)J
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.............
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A.
PERRAULT INTERIORS LLC
I 101 ALASKAN WAYSUITE 205
SEATTLE,- WA 98101
(206) ?23-1903, FX (206) 923-3014
perrcult@perraulfint-.dors.com
PAVING ORM PAVING
PAVING BROOM MH
—'2�- BROOM RNISH
"DOM F145H
NEW CHIGH PAINTED
IV, WOOD FENCE
C71P.). BEENCH EW DELAYED EGRESS
WOOD GATE
C2M PAM
EXISTING ROCKERY �J
AV 7�,
WC.,
CDP P?_6T "�DW44ry I WV 'zs'
: Pam? soqL", 0
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6?A4 E 0 ED GARDEN EW PATH TO
. r I ft. I At , Ti*, -A-, 1 r�,i -Tv 0 PARKING LOT -7
10 L� '4
C —EXISTING P TO
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EXISITNG BUILDING
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OOD GATE ...........
CONCRETE PATH, P
EXISTING
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DRIVE WOOD "P_tAMAT L61_44ma3
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111�TF_r_CPPT0f2__ �-NEW 6' HIGH PAINTED
---- tT LACE; WOOD FENCE
CUT OUT EXISTING WALK LEVEL WITH
EXTRUDED CURB ASPHALT- NO CURB
Iry 0 �3 &PWQ_= 44"WIDE FOR ACCESS.
VV/ srow TYPICAL
WPM 440A
rff441-r
CONCRETE PATIO
D AGGREGATE W1
WASHE
0
3LBS.ND LAMP BLACK
1740 SF
ENCLOSED GARDEN WITH
EW 6! HIG PAI
LT- NO CURB
WOOD F CE
AS - bu I IT PW W'Iij
IRY
CONCRETE PAVING
NNv �5 BROOM FINISH
V
PARKING SPACESS
NEW VHIGH PAINTED
WOOD FENCE 36"NDECONCRETE,
H PARK NG LOT C/i
TO
CUT OUT EXISTI*
EXTR z
44,,. UDED ORB
WIDE F7� ACCESS
%
—DE AYED EGRESS
W OD GATE
PLA
&ARKING LOT
5 EXISTING
3 EXISTING PARKING SPACES
PARKING SPACES
. . . .........
N CHIGH PAI
WOOD FENCE
INV t LEV::�jo.5j
0, _FV )0
WALK SLOPES
0.
EXISTING SITE ENTRY
(SHARED WITH
ADJACENT PROPERTY)
W
E YED E RESS
GATE V
\.__EX1STIN WALK LEVEL WITH
ASPHALT- NO CURB
kGfLprr� PARKI�
WCM \--NEW PATH TO 0.
PARKING LOT
(LP 10 (b
PC -Am T- /11_�Wol U
3 PARKING SPACES
-2 ACCESSIBLE.
SHALL HAVE ADA SIGNAGE
N 0 D F if r'\� I "�
AT HEAD AND PAINTED
-72
INTERNATIONAL SYMBOL
8 EX14TI
OF ACCESSIBILTY ON
'10A NEW 6'HIGH PAI PAVEMENT SeF- PeJ*I, PAR NG ACES
WOOD FEN E CU
117
LP vi lne_>
APPROVED AS NOTED 0
0 mt V1
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Dats: T10 N
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SITE PLAN 1/16 11 = I T-01 I
E
WAL KWAY.
DO E
77
slope 1,10slo
TMITM
Maximum 1:48 slope in any
direction for parking stall and
access aisle
C_
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13'.0"
FIRE HYDRANT
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Nunber of
Accessible Spaces
. 1 to25
1
26 to 50
2
51 to 75
3
76 to 100
4
101 to 150
5
151 to 200
6
201 to 3n_o
7
301 to 400
8
401 to WO
9
See additional requirements in
IBC 1106 based on occupancy
pARKING SPACES FRUFUbtu
WRIER FREE PARKING SPACES
pREMLSEISOL&TIONREQUEREMENTS
DOMIESTIC WATER LINE: )E(RPBA 09CVA
Location 0,4 0'1 (�w ST Shown -)n
FIRE SpRRaMER LINE: )!(DCDA :3 DCVA 0 RPDA
Location
_j��L-Ce 3hown an speet L
Kffk43�,Cloq GRiatL Ct� ASSE:71ANAf VJIP4!�ePh'
IRRIGATION LINE: 0 DCVA D �LPBA *3 ?XfSA
Location
CCSApproved By:
7,/(, far.
FI= Dept Concurrence
Aeftsplan Verif icaflan.
Zone P-M - 1, 1�- , Comer -Z Fla& —
Setbacks ELqu
�ired Actual
Front to
Sides
Rear
Other
Height 2- 5- 1- S-
NANNING
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RK/CF/PT
JOB NO.
AG02
SCALE:
DRAWN BY:
tRK1_-_0P1DT
ISSUE DATE: 1-07,01.06
"Nothing in this permit approval process ahaU be
:mterPreted as allowing or permitting the
maintenance of any currently e RECEIVED
illegaL
nonconformw or unverimtted building, structure
or site condition ivhi& is outside the scope of the NOV 15 2006
tuernut application, regardless of whether such
uilding, structure or condition is shown on the
lite plan or drawing. Such building, structure or BUILDING DEPT.
condition may be the subject of a separate
enforcement action."
. . . . . . . . . . . .
a
1 4liki C CODV
1 T
. . . . . . . . . .
RI 5
STREET FILE
4" STORZ ADAPTER W/ 120' BEND
DRAIN PIPE
4A
(DRAIN TO DRY WELL OR CB)
co
*D,
*DOOR SIZE TO BE DETERMINED BY SIZE OF
to
TRPL REMOTE READ
ULT AND ACCESSIBILITY 10 LADDER
FINISHED GRADE
LL ri
DOUBLE LEAF TRAFFIC BEARING LID
WITH DRAIN SLOTS L.W. HATCH
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0
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HOSE CONNECTION (AS REQ'D BY FIRE DEPT.)
C)
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DOUBLE CHECK VALVES
u L r
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PPROZ�
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2 MINIMUM
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D a* 10" FLOOR DRAIN
maoia*og
2" PVC�
p
m
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11000.
0
DRAIN ROCK
6" —5/8" MINUS CSTC COMPACTED
"D" H-30 TRAFFIC
LOAD)m
TO 95% DENSITY
1. ACCESSES BY L.W. HATCH : TYPE HD-10 PEDESTRIAN LOAD;
m
WITH SIDE OUTLET GUTTER DRAIN.
2. VAULT COVER GUTTER DRAIN SHALL CONNECT TO A DRY WELL OR CATCH BASIN.
?7y
TE
EXISTING LARGE CEDARS AND GROUND COVER TO REMAIN UNDISTURBED IN M AREA
7,. P
w
PLANT LIST'
WEEPING ALASKAN CEDAR- CYPRESS NOOTKATENSIS (EXISTING TO REMAIN))
RED TWIG DOGWOOD - CORNEES STOLONIFERA VARIEGATA (3 gal)
CHOISYA TERNATA (3 gal)
0
'00
V
000 SILVER MOUND ELIONYMUS -- EUONYMUS FORTUNI (1 gal)
X
X X X SALAL- GAULTHERI SHALLON (I gal)
0 PORTUGUESE LAUREL- PRUNUS LUSITANIA (3 gal)
4P_ 0
10
V 0 MAHONI REPENS
LILAC (3 gal)
0
DWARF CYPRESS (5 gal)
IRRIGATION NOTES
EXISTING IRRIGATION SYSTEM TO REMAIN IN PLACE. ANY REPAIRS TO FOLLOW THE
FOLLOWING GUIDELINES:
1. SPRINKLER HEADS TO BE TRIANGULAR OR SQUARE.
2. HEADS TO BE SPACED 15 FEET ON CENTER UNLESS NOTED OTHERWISE.
3. ZONES MAY NOT EXCEED 17 GAL PER MINUTE.
VERIFY THE FOLLOWING, OR PROVIDE AS NEEDED:
HUNTER 120 ROTOR
2 WILKINS 950 BACKFLOW ASSEMBLY
I" H U NTER PGV AUTOMATIC VALVE
11 1-011
LANDSCAPE PLAN 1/16 1
N10 I-e-5
6f%A tj:) It 6e PA,\kA 411C SAr^c e,&,- eq
41,c 6-a 4�, o,4 11,c b..:j A,��
jest 11%06.^ ..4 6
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k ..... ^,/ IV 11"�k W_ NCRErE PAVING
—CONCRETE PAVING DOM . . . .
BI� FINISH
ONCRErEPAVING BROOM RNtSH
NEW 6'HIGH PAINTED + +
WOOD FENCE ++++ +
0
EW DELAYED EGRESS
BENCH BENCH @
- is I --CCNCRETEPATO WOOD dATE
EXISTING ROCKERY WASHED AGGREGATE W/ BUILT BY OTHERS
3LBS./YD LAMP BLACK
1800 SF -NEW PATH TO
ENCLOSED GARDEN PARKING LOT
EXISTING P NTER (5) VINE MAPLE 6-8-
(6) FULL SIZE LILACS
(25) EVERGREEN HUCKLEBERRY
(12) HARDY FUSCHIA
X X EXISTING PATIO (8) DAYLILY
(15) VARIEGATED HOSTAS X
XX NEW6'HIGH ANTED (3) FORSYTHIA
WOOD PENC
40"re"ke (24) VIBURNUM DAVIDII X
X
X 6e_rAZ, X
+ ++
XX X + +
+
+ + 7,
X.
< +
2
7
X
�Z��x X X
WALK SLOPS
X X X _X
4X
_y -EXISX113
X X
XVP A%KA G X
X
7ED
WOOOFENCIF X X
X X y X TRASHENCLOSURE
X++++ + +
X + +++++ X
X M X X X 0 +++++++ +
+ X
X + + +
X X EXISITNG BUILDING X +++
+ + + X
XX +++ + ++++ 0
++++++++
X X ELAYED EGRESS . . .
WOOD GATE + +
-NIFWAR, Winr
0
X EXISTING ONCR I PATH, 0
6 0
SERVICE NEW V HIGH PAINTED a 00000
I'll HYDRAN DRIVE X X WOOD FENCE 0
�-NEW 6'HIGH PAINTED
X X 0
CUTOUT EXISTING WOOD FENCE WALK LEVEL WITH
EXTFJDED CURB ASPHALT- NO CURB
FOR�ACCESS,
..oA TYPICAL+
X X 0
X
CONCRETE PATIO
gr
WASHED AGGREGATE W/
X X
0 YD LAMP BLACK 0
X 0
X 1740 SF 0 !!2"
0
X X X ENCLOSED GARDEN WALK EL WITH D 0 0 OW 0 0
N ASP LT- NO CURB 00
0 0
(5) VINE MAPLE 6-8 OOD FE CE A NTRY 0 %
X (6) FULL SIZE LILACS 0 0
(25) EVERGREEN HUCKLEBERRY 0 0
CONCRETE PAV G 0 +
X BROOM F1 ISH 112) HARDY FUSCHIA 0 0 0 +++++
(8) DAYLILY
X 77 4., 3 EXISTING 0 +++++
6'HIGH PAINT (15) VARIEGATED HOSTAS 0 0 PARKING SPACES + + X
WOOD F E (3) FORSYTHIA 36' WIDE CONCRETE 0 0000 . . . +
co H TO PARKING LOT 0 +++ +
0 (24) VIBURNUM DAVIDII 0 0 0
0 0 . . . .
0 0
CUT OUT EXISTING 0 X + + + +
EXTRUDED CURB 0
44' WIDE FOR ACCESS X(3) DOGWOOD CORNUS KOUIA -6-8- (WHITE) 0% +++++
-Dj _AYED EGRESS QUOISYA TERNATA -3 GAL. + EXISTING SITE ENTRY
W )OD GATE (00 11 (40) SILVER MOUND ELIONYMOUS I GAL.- (SHARED WITH
NTE 0 0 (GROUND COVER) X
AD ACENT PROPERT
0 X X X
0
XX
0 PARKING LOT G X
0
3 EXISTING 00 5 EXISTING X X
PARKING SPACES
PARKING SPACES 0
0�� 0 0 0
N INTE 00
0
NICE 0
(3) WEEPING ALASKA CEDAR- 6 TO 8 FEET 0 0 0 0 0 0
.000, (2) YAK RHODYS- 2 GAL.
(8) SALAL- 1 GAL. 0 0
0 0 0 00 9 0
0 X X a
0 0 0
DE YED EGRESS' 00 0CP 0 0 0CP 0 0 X 00
GA�/ 10 0
X
EXISTIN:; PATH TO W/ "il. WITH
X. PA KII, G LOT 00 0' �6 CURB X X X X X
4 a X
\\-NEW PATH TO 00 X X
4,0001 ARKING LOT
LU
XP X X
0 X X
X^ X
d", X
1) DO�RW(ja
OD TX- 6 TO 8 FT 00
(4) NA ESTICA - 1 GAL. X
3 PARKING SPACES X
-2 ACCESSIBLE X X X
X X SHALL HAVE ADA SIGNAGE
AT HEAD AND PAINTED X
X X X X INTERNATIONAL SYMBOL X X
OF ACCESSIBILTY ON 8 EXIST] X X
NEW 6'HIGH PAI D X X PAVEMENT PARKING ACES X
WOOD F N E X X X X ALONG ROADWAY:
X 00 (3) CORNUS DOGWOOD (WHITE) 6-8-
X X X
(36) VARIEGATED RED TWIG DOGWOOD 3 GAL.
0 \X 0 a X X 0 a 0 (27) ARBUTUS LIN EDO COMPACTA 3 GAL.
(200) MAHONIA NERVOSA I GAL.
X
(200) SALAL I GAL.
X
X X (10) VIBURNUM CARLES11 5 GAL.
X
X (70) SILVER MOUND ELIONYMOUS 1 GAL -
0 X
00 X 0 X X .0�
X
0 r
00
X 00 00 X X X
0
0 00
00 0 00
0 000 0 00
0 0
0- \0 00 0 0 0 0 X
go
0 0
0 000 000 X
0 X 00 XX
0 00000
000 0 00 0
0
10000 00 XX
X
0
0 0
00
0 0
0
00000
FIRE HYDRANT
� N, C-
X
_j to
0'/ 0 1>-N
0
X
X
+
X
X/
A
APPROVED BY PLANNING
20-12.015 Plant schedule.
A- The plant schedule shall indicate for all
plants the scientific and common names, quan-
tities, sizes and spacing. Quantities are not
required on a preliminary landscape plan. A
preliminary plan may also indicate shrubs as
masses rather than showing the individual
p!ants. The final plan must show Individual
sl�rubs and quantities.
B. Minimum sizes at installation are as fol-
lows:
one and three quarters inches caliper
street trees one and one-half inches
caliper other deciduous trees;
eight feet minimum height vine maples
and other multi -stemmed trees;
six feet minimum height — evergreen
trees
eighteen feet minimum height for
medium and tall shrubs
small shrub = less than three and one-
half feet tall at maturity
medium shrub = three and one-half to six
feet tall at maturity
large shrub = more than six feet tall at
maturity
C_ Maximum size:
Species approved within a landscape plan
shall have a growth pattern in scale with the
development and be consistent with the preser-
vation of significant views and height limit for
the zoning district.
D. Maximum spacing:
large shrubs = six feet on center
medium shrubs = four and one-half feet
on center
small shrubs = three feet on center
E. Groundcover -is required in all planting
bed areas as follows:
one gallon 30 inches on center
four -inch pots 24 inches on center
two and one -quarter -Inch pots 15 inches
on center
rooted cuttings 12 inches on center
All groundcover shall be living plant mate-
nal approved by the ADB.
RECE:IVE:r)
NOV 15 2006
BUILDING DEPT.
:.03
..............
'Its
............
a
...........
...........
.... ...... ...
....... ....
PERRAULT INTERIORS LLC
I 10 1 ALAS KAN WAY S U ITE 205
SEATTLE, WA 98101
(206) 923-1903, FX (206) 923-3014
perrault@perraultintedors.com
I !:j
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0
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100
01
0
0
0
r—
PA/PM: RK/CP/DT
JOB NO. AG02
SCALE:
I A �1/g, --0
DRAWN BY: RK/CP/DT
ISSUE DATE: 07.01.06
14
T Q/
alk
;Y-
STREEET FILE
EXISTING LARGE CEDARS AND GROUND COVER TO REMAIN UNDISTURBED IN THIS AREA
Alptvv PRIA4 �i
MJ2 51,OV :72'�-Z
L ti \r NEW 6'HIGH PAINTED
WOOD FENCE
EXISTING ROCKERY INSTALL ABOUT I-a'IN FRONT OF ROCKERY
Ak 4'. 4
2"
,�NCRETEPA'
3E PAVING IIH
-CONCRETE PAVING OOM FINISH
Aaw%
A�5
(-T-fp)
wc-'
NEW 6'HIGH PAINTED
WOOD FENCE
-NEW DELAYED EGRESS
WOOD G)SE
�J
1QV
EW TH TO
P A R KIt AIG LOT
I to ur EXISTING P , D U -
I A). ev
L
NEWCHIGH1 WM V EXISTING PATIO to
WOOD FD40
lo LP -4 PY,:f-
ke-
WALK SLOPES
1701P V,:t5V 3C,1-'�
E)GS"INGPAT TO
t IQV r 00 PARKING LO
co -
1WLZT
WOOD PENa
TRASH B4MOSURE
V
ijv
EXISITNG BUILDING
%; 7z
ELAYED4Q245
ioOD GATE
2
E STING NEW 6HIGH PAINTED
X' 'ST C WOODFENCE WOM ON3
SERVICE "PtAMATIF—
DRIVE \ <1 f
eIi
M5['f 7-p *,- 4
FI HYDRAN \—NEW 6 HIGH PAINTED
F)�42� CUT OUT EXISTING WOOD FENCE WALK LEVEL WITH
t'0CA-'-T1ii -ru EXTRUDED CURB ASPHALT- NO CURB
4,V1 WIDE FOR ACCESS,
6-:7 0 �3 TYPICAL
x
v------- 3.
.............
CONCRETE PATIO
WASHED AGGREGATE w/
3LBS./YD LAMP BLACK
46 V-W Al tJ C* 6W 1740 SF
ENCLOSED GARDEN J�W/LK EL WITH
Ni PAIN NO CURB
tu I ur WOOD F CE A ;P RY
P�
i LT-
Lkn
(L
eD A*3 M0161 CONCRETE PAVING
% 3 EXISTING
BROOM FINISH G OA).
PARKING SPACES
NEW 6'HIGH PAINTED
=W 36" WIDE CONCRETE
WOOD FENCE kTH TO PARKING LOT ErE '4J co
CUT OUT EXISTIW,
EXTRUDED C REV
44- WIDE F R ACCESS
EXISTING SITE ENTRY
\e —DE YED EGRESS (SHARED WITH
W, �)OD GATE ADJACENT PROPERTY)
PLAN
ARKING LOT
5 1
3 EXISTING PARIKNGSPACES
PARKING SPACES
N 6'HIGH PAII
WOOD FENCE
INV
1�/INV otzv
.... dzc�
E YED EGRESS
GATE �Jv
L \—EXISTIi PATH 0 WALK LEVEL WITH
PARKII, G LOT ASPHALT- NO CURB
U
\'—NEW PATH TO "%, 1-11 1 >-
PARKING LOT LU
/yPL4,4A,1 C6. < lb
71 tu
11101, c U
'�a 3 PAi SPACES
-2 ACCESSIBLE.
SHALL HAVE ADA SIGNAGE
Li
ZI)
e-3 F0 D F72 -?-&.I qz AT HEAD AND PAINTED
INTERNATIONAL SYMBOL
OF ACCESSIBILTY ON 8 EXII 11
zl� PAVEMENT Slag Pi
X,5� PAR NG ACES
NEW 6'HIGH PAI D CU
WOOD FEN E
A
))I
APPROVED AS NOTED 0
1--'
B '0" TYPE-
iNEERING
24 HR. N 7X2
q F0 R 0710E REQ -top F-Lay
OR SPECTION OoA
Datra: Oiv 11
-4A
C,0MN5f;r 7P
ZNI - - . - -- - --- _7 7:�--
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SITE PLAN 1/16 11= 1 1-011
N
NO�Tit
PARKING SPACES',IEQ!D
FIRE H NT 2-
PARKING SPACES PROPO' '
MWRRIER FREE PARY(ING SP11E:1
E
WALKWAY DO E
V
..............
0 S lope I 10 S I o
looe Maximum 1:48 slope in any
direction for parking stall and
access aisle
13'-0"
FIRE HY0i
[a]
Totall"aridng
s4y �:zs
Prc-'.A-I�A
RequiredMnin-um
Nuntw of
AccessiNeSpacii
26 ic, 50
2
51 lo"754
3
76tb1W
4
—101'�'.0150-
5
151 to 200
6
201'�,:) 300
7
301,'to400
8
401'�0500
9
See additional requirements in
IBC 1,'106 based on occupancy
pRE, MISE ISOLATION REQUIRE 71g'7'N-AS
ROBA -3 -1,C'1A
DOMESTIC WATER LINE:
Location�y a14
CDA -j gCvA .3 -?-PDA
fl(LER LINE:
FME SpRU 'hown jn -hc-t 4
Leation scr�-,
tZ&pLAC1iI;q ;W4jZ cmecr—
IRRIGATION ILINE. -0 001A 3 -233A 3. �""*-'A
Location
CCSApproved BY:
Fin Dept. concurrence BY:
v,"Plan Verification Or.
Zone p-M_LLL_ Comer '/'FIa&—
Setbacks
Required Actual
Front
Sides
Rear
Other
Hei0j,
2-.5,r- /V.
APPROVEn
BY PILANINING
APPRO)T,D-.,
FIRE DEPA
I 11, L 1?,-c
7Nothing in this permit approval process shall be
intarprewd as allowing or permitting the RECEIVEI-)
maintenance of any currently exi illegal,
nonconforming or itted building, structure
or site condition �ATis o rtmde the scope of the N 0 V 15 2006
p 't U Ition, regardless of whether such
ermi app ca
building; structure or condition is shown on the BUILDING DEPT,
site plan or drawing. Such building, structure or
condition may be the subject of a separate
enforcement action."
1111111�111111111111111
.............
........ ...
............
0
PERRAULT INTERIORS LLC
I 10 1 ALASKAN WAY S U.ITE 205
SEATTLE, WA 98101
(206) 923-1903, FX (206) 923-3014
perTault@perraultintedors.com
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ISSUE DATE:
07.01.06
SAMMY SCREW
50"W
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9
NO -THREAD SWIVEL
E D SWIVEL
SWAY BRACE ATTACH
ATTACHKIO�
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FOR SWAY BRACE
0 LONGITUDINAL EARTHQUAKE BRACE
- NON -THREADED BRACE- PIPE
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TOLCO FIG. 1000
FAST CLAMP"e TOLCO FIG. 907
'D
MAX
4 WAY EARTHQUAKE BRACE
LATEPAL/1-ONGITUDINAL EARTHQUAKE BRACE
LEAF SPRING
CONFIGURATION AND
ORIENTATION 13EFORE
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ORE
G13U
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H
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TDLCO FIG. 1000
"FAST cLAL4p,
LEAF SPRING 0
TO ASSURE MINMJM
<11NID
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REQUIRED TORQUE -
TIGHTEN HEX NUTS
UNTIL LEAF SPRING
IS FLAT
LATERAL EARTHQUAKE BRACE
LEAF SPRING CONFIGLRAT113N
Sway
Brace Details
Scale: NTS
Symbol Legend
0 Existing Pendent Sprinkler
0, Remove Exf'stl Sprinkler and Plug Outlet
4, New Standard overage Pendent
4, Relocate E 'stin Pendent Sprinkler
17 Mechanical xT'ee' %ymbol
— — — Existing Sprinkler P�pe
— New Sprinkler Pipe
777�;-
I New Wall
2—way Earthquake Brace
4—way -Earthquake Brace
Pipe Hanger Location
(Exx) Hydraulic Reference Point
Scop.\-3/ of Work
1. Western States Fire Protection to add new pendent and relocate existing sprinkers due to new walls and ceilings
being added for the tenant improvement.
2. Western -States Fire Protection to add new dry system to provide coverage to previously unsprinklered porte—
cochere and entrance wa . y.
3. Western States Fire Protection to replace existing standard response heads with quick response models
throughout the uIlding.
4. Western States --ire Protection to remove existin fire s rinkler supply ndergrourd pipe. and associated valves
and replace with new vault containing a Double 1heck l3etector Assembly backf10 N preventer, a new Post Indicatin
Valve, and a riew Fire Department Connection, as specified by the attached City o Edmonds standard DCDA det2
f
General Notes
1. S klers shall be spaced in accordance with NFPA # 13 Light Hazard Occupancy with a 15'-0" maximum
,prin
distance between sprinklers and, a maximum coverage area of 225 sa. ft.
Sprinklers can be located 9'—.0 from a single wall when all NFPA 1� small ro(-%m Ir"R-quirement s have been satisfied.
The building is constructed - w.Ith combustible., materials and qualifies as obstructed construction.
J.All hanger assemblies shall be spoced and 'Installed in - cccordance with NFPA manufacturer s specificc-lions.
L
4. Branchline and crm—over pipe is block Schedule 40 pipe.
5.All new threaded fittings are cost Iron class 125 or ductile iron class 150.
6.The owner is responsible for all ogropricite maintenance of sprinkler system in �'.,ccordclnce with
NFPA, as well as state & local co es.
7. The owner is res onsible for the freeze protection of all sprinkler system piping and components
that are not desi ned for freezing conditions.
8.Existing fire sprin2er system to remain. Western States Fire Protection will modify the existinq system
on ' ly In the areas of work. All other areas are not in contract and WSFP is not responsible for
existing conditions.
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WATER MAIN
NEW 4' FDC WITH
STORZ COUPLING
�ISER
ROOM
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NEW DCDA VAULT
%
NEW PIV ATOP G' GATE VALVE 00
SHOWN OFFSET FOR CLARITY
NEW DOUBLE CHECK
o-
DETECTOR VALVE ASSEMBLY
de
7
7*
7
EXISTING SIAMESE
POST TYPE FDC TO BE
REMOVED
EXISTING SINGLE CHECK
IN MANHOLE;
TO BE REMOVED
a
a
PROPERTY LINE
"VA NOTES:
NEW /AULI /DC
0 �.Pjackflow Preventer model: Wilkins 350ADA—OSY, 6 with dual OS&Y valves (flanged)
0 G.ate Valve model.- Kennedy Resilinnt Wpdge Gate Valve (#8572), 6
—.0 Post Indicating Assembly- Kennedy 2945 A with telescoping stem
0 FI re Department Connection: Croker 4 11 Storz—type (#6350) on post with
71 AUTO—SPKR" branding
0 FDC Check Valve: Mueller Swing Check Valve model C-1, 4"
To be installed in accordance with attached City of,.Ed-monds detail sheets (see right)
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= a LADDER PER APWA SM PLAN #41
0 M ALIGN WITH HATCH.
EXTER10f? PLAN VIEW
GENERAL NOTES:
1 . ACCESSES BY L.W. HATCH: TYPE "D" ( HD-10 PEDESTRIAN LOAD; H-30 TRAFFIC LOAD)
WITH SIDE OUTLET GUTTER DRAIN.
2. VAULT COVER GUTTER DRAIN SHALL' CONNECT TO A . DRY WELL OR CATCH BASIN.
3- DCDA MUST BE TESTED BY A CERTIFIED BACKFLOW ASSEMBLY TESTER.
4. ALL TEST COCKS MUST BE PROVIDED WITH PCV PLUGS.
5. A CITY APPROVED VALVE IS REQUIRED BETWEEN THE SUPPLY MAIN AND THE VAULT.
VAULT SIZES
METER SIZE
AND TYPE
APPROXIMATE EQUIP
DIMENSIONS
MINIMUM INSIDE VAULT
DIMENSIONS
(EXCLUDES SIAMESE CONNECTION)
A
C
D
LENGTH
WIDTH
HEIGHT
4" X 3/4"
2'- 9
1'-1�
0'-6"
4'-3"
10'-0"
5'-0'
7'-0'
6" X 3/4"
3'- 9
1'-2"
11'_0"
61-0.
7'-0"
8" X, 3/4"
4'-5"
l'-4"
0'-9"
6'-4"
12'-0"
5'-0"
7'-0"
10" X 1"
6'-0"
l'-8"
0'-1 1 "
8'_6"
14 1- 6
7'-0"
7'-0"
-N'D -S'.
-.-E.D 0
REVISIONS
APPROVED BY DATE STANDARD DETAIL
D. GEBERT 6/16/03 DOUBLE CHECK DETECTOR ASSEMBLY—(DCDA) PLAN
D. GEBERT 10/6/03 DATE (COMMERCIAUMUL11-FAWLY)
U IDWG NO.
a90-19911 7/24/01 NTS E7.8
4- STORZ ADAPTER
W/ 120- BEND
C0
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TRPL
72
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READ
DOUBLE LEAF TRAFFIC BEARING LID
FINISHED GRADE
WITH DRAIN SLOTS
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EXTEN OUT AS REQUIRED
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U U L. APPROVED O.S.Y.
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—SI 1. iA�,UC__'D3r_Z01 L.W. HATCH: TYPE D � HD-10 PEDESTRIAN LOAD; H-30 TRAFFIC LOAD)
WITH SIDE OUTLET GUTTER DRAIN.
4: 150LATION REQUULEM_ENTS
D0P,1EST1C'15'A=_- LEG: ORPBA 0'31�A 2. VAULT COVER GUTTER DRAIN SHALL CONNECT TO A DRY WELL OR CATCH BASIN.
Location %ovm� ---�n. -�3fteet #
37 MLINZ: 3-,'lCD-A '019014 CIRPDA
110ca-tan
own 3n jheet 4 PC&
f =__
-�M: :13C71A 0?�TA
MqIGATION'�'
Location 3-hown :)n 2heet 4
CCS Appl-oved By: )ate: Z -1 -1 -02
Fire Dcut. -Cc1i=rlrI_--ce Nte:
rl_,� W14 1pik"
Civil Plan %Tfcaflc�;_!� O�-. eawAteol 4!E:± �zo 9ate:
17,rvq-s SAT=��
&?a ft�S� , VA)7 (e, cffacr_ C4 e6gg-
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02003 Edition IRC%viWAC Amendments-
02003 Edition IBC wfWAC Amendaiefits
[32003 Edition UPC wAVAC Ameiidments
and Appendices A, B, Q.1.
IMC w/W-AC Amendments
02003 Edition
0203 Edition IFGC w/WAC Amendinents
1FC wAVAC Amendiheilts
C32003 Edition
[32003 Edifion VIAQW.AC 5143'. AFiiiOVED Y ENGINEEFIING
5 24 H F_ 00 C3200,4'Edition WSEC WAC`5 1-1-1
ICE R
I FOR INSPECTInN
N
Site Plan with New DCDA Locati"On
Scale: l/C 1'47
CITY:OF EDMONDS
BUILDING DEPARTME4T
WORK 10t, Iola
`0�
ADDRESS,A/-_6.V
GV MEER
�r^1--FRIOVEDIDATE
MC%Q. OFFICIAL:
PERMIT NUMBER
Die:
APIIDIA-W
_�R //)
LEGEND
NORTH
NUMBER
1
REVISIONS
DESCRIPTION
Added Vault/DCDA site plan
and details
DATE
2/20/07
SYMBOL
SPRINKLER SPECIFICATIONS
DESCRIPT10ii
Reliable Model F1 FIR Quick Respc',nse Pendent Sprinkler
ORIF.
1/2"
TEMP.
155'
FINISH
QTY.
SYMBOL
SPRINKLER SPECIFICATIONS
DESCRIPTION
ORIF.
TEMP.
FINISH OTY.
APPROVAL(S)
City of Edmonds
Western States F1 re Protection,
7102 180th Menue NE
Suite A-105
Redmond, Washington 98052
Phone: 425-881-0100 Fax: 425-881-3030
UCENSE NUMBER
JOB NUMBER
DESIGNED BY
WESTESF1 36QF
253615
P. ILillesve
NEW SPRK ON PLAN
NEW SPRK ON JOB
19
DATE
12/22/06
2dM St Siq
Ln
2020d PISw-
7
W
203rd St S
)bffd. St Sw
204tkSt Sw
205th P1
206th St Sw
206th P1 SW 206
park.
207th PI Sw
At II/ Seattle Heights
40
.4p
v.P*
01 . , . . 'hm St SW :r
212th St Sw.
:... 099,�: 212th St Sw-
S SIM
_t
9L 20th St SW
220th PI sw
222W St Sw
"2-?3rd St Sw 2.23rd P1 sly
S 224114
�:R Swr._i
> - - - 224& St Sw
C 425al
-st 5j
226th St sw'
.228th 5t Sw
"N
230ffi St SW
Q
ry
Vic*n*t
I _y M q�
KITC'
Tenant Improvement at.-
0
SHEET
Ae( is Ret*irement Home
21 NU /2nd Ave W
Edmonds, WA 98020
61
'�7
ED
flesuiti
FEB 22 20t' ENT Cover
PlUILDING DEPA"
01V or SIDWINDS
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132003 Edition 1FGC_wfV,/AC Amendments 11�_/ " __ . - __ I __ _____ - I - __ ection: Croker 4 n ! %J I �> 1
132003 Edition IFC w/VIAC Amendments . - I I re Department Connert
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� 1.Western States Fire Protection to add new pendent and relocote . existing spi rikorz
being added for the tenant improvement. I I . klered porte-
22.Western States Fire Protection to add new dry system, to provide coverage to previously, unsprin
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cochere and entrance way. . � I
Fire Protection to replace existing standard response heads with quick r6sponse models
3. Western States I * * I
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throughout the build ' ng. in fire rinkler supply nderground pipe . -and associated valves
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.4.Western States Fire Protection to remove. exist' ec ssetector Assembly backfiow-preventer, a new Post lndlcatin�
and replace with new vault containing a. Double %hI k I I
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Valve, and a new Fire Department Connection, as speci I, ached City. of Edii'ionds standard DCDA deta'
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1. Sprinklers shall be spaced in accordanc i iht Hazard Occupancy with rl!i 15-o" maximum
' Imum coverage area of 225 sq. f t.
distance between sp,rinklers ,and, a max' . I- ts have been, satisfied.
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Sprinklers can be located ,9 -0 f rom* a single wall when all. NFPA # 1 3. small. room req I jiremen I .
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2.The . buld . constructed with combustible materials and qualifies as . obstructed construction. ii ions.
*th NFPA & manufacturer s specificati
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4. Branchline and arm -over pipe is block Schedulle 40 pipe. I
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. 5.All- new threaded fittings are cast iron class 125 or ductile iron class 150. 1 1 .
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appropria I .
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PA s state & local codes. . � I
NF rA, as well a - I I 0
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. ble .frotection of all sprinkler system piping and 6 mponents
7.The owner is responsi for the freeze , i
that are not des ned ezing co.ndi ons. ' I
Mer syst . Wes I I Ill modify th6 existing system .
8.Existing fire sprin ern to remain tern States Fire Protection wi
only in the areas of * work. All other' areas are not in contract and WSFP is not respbrisible for .
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REVISIONS
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ORMINAL FDC. �
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. SPRINKLER SPECIFICATIONS . . APPROVAL(S) City of Edmonds
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SYMBOL . DESCRIPTION . -, �
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WITH SIDE OU'P- 7JTTER DRAIN. . 1
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MUST VI LUGS. - . . .
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USLE CHECK VALVES
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