21116 HIGHWAY 99.PDFiiiiiiiiiiiiii
11562
21116 HIGHWAY 99
f Io!'!!" MIL120-ections BEGFORZ covering any portion of the conxtructi -70TO 4",Oj
or sida, 21JOC3�
* I . - " after requat. NO Sa�., Sun., or holiday -1,0114 jl�,de'
on will 24
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AjxmssLocAlBoN OF 4 17 MITMUM20M _--_- -- - . .......... ... ........... . .. . .............. . .. . .......... . ...................... . .................
PROPIMWLEGAL D016UPTION ............... ............................................. . .......... ............... ............................. ..............................................
W -W
--MW'JMACT0B119 NAME ADIDPASS ...... . J =94-114.Em . ..................... . ................. �",z ............... . ...... ...... . ... .. . ...................................................
—NW -to 00 4dity sawwy "Wer
on is gra en. C ... ........... low for repab awor comeemon of a MW
jMdVW ft aco&ft" with City of. FAmoU& ordhMnft&
VILTION, TA CAIJ= TO'TM J*UAOWMG.
NOTZ NO. I —The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must be employed to construct
side sewer In street area. Do not cover any portion of sewer before It has been Inspected.
NOOM No. 2—All work Wformed. in city right-of-way requires am Invasion of Right!,of-Way Permit obtainable from the, City 311agineer's office.
NOTE No. 3--Obtaln full' formation regarding Ordinance 11.16-030 and Regulations governing Me sewers when you get permit.
jn
NOTE No. 4--Top of side'sewer must have at least 30 inches coverage at property line and 12 inches In8Id*,VroPertY ling; minimum grade Of 2%. NO bends in grade
sharper than % will be permitted.
NOTE No. 5--Trenchex in street must be water settled and surface of street restored to original condition. Contractors sball be responsible for failure due to improper
work which may develop within one year of completion.,
No= No� $--it in unlawful to alter or do any other work than is provided for in the permit, or to do any work on the maim sewer or its I appurtenances except to in -
sort the pipe into the wya
DISAJ`PR0VM [I
4'&PM0VW P&
Remarks: ....
By............... Date ----------- - -- - --- -------- ...... BY ................
BOTH Permit Copies MUST Be Signed By Owner elf *4ki$i Performing Construction PWOR To Request For Inspection
I ....... hereby certify that the aide sewer tIvitallation constructed under this permit
AML tion)
AMAstaned InAccordance with all governing ord1nanft0'of the, City, Of'ZdMOUdS.
Mted . ...... .......
1141
PLANNING DATA
-- Signs --
Name:
)4'- L/ /I
Date: Q
7�E
Site Address:
Plan Check #: BLD-204- -cq -7
Project Description: '0
0
P
Reduced Site Plan rovided: (YES NO)
r
Zoning: C6- 2-
W1 qq corr(aa-Ad �cj
Comprehensive Plan Designation: 4 1 / —V
Map Page:
L
Corner Lot: (YE-S
Flag Lot: (YES
ADB File (or date waived):
TOTAL Area. T, pe,pf
y
Type of Sign
Allowed in
zone?
matrix
conditions
met?
Allowed
area per
unit,
Unit
TOTAL sign
area
allowed for
this siqn
Proposed
sign area
Example
Wall wlInternal
illumination
Yes with
condItIons
Yes
I Sq ffllineal
It. attached
wall
41 It. attached
wall
41 square feet
20 square feet
Sign # 1
o
I'VA
54
ryx
e-
0 JqWy q�
f 71s
7 S'�
Sign #2
Sign #3
TOTAL Sign Area for TenantlSite
Max Permitted: (:5q =-Previous
7
Total: rfA-
Proposed Total:
Sign Height
Sign Type:
Max Permitted:
Actual Height:
Sign Type: Max Permitted:
Actual Height:
Sign Type: Max Permitted:
Actual Height: -'-
Sign Lightmg
Sign Type: ?0�e'
Proposed: ((A +ef(\CLL
Allowed in Zone: ----
Sign Type:
Proposed:
Allowed. in Zone:
0
-1-
PLANNING DATA FFsTREET FILE]]
—Signs
Sign Colors
Proposed:
Acceptable?
'.equires ADB Approval? /A/
Sign locat6n
If freestanding and 3- feet or over (unless a fence) meets setbacks? C 4Z
Required Setbacks
Street:
Side:
Side:
Rear:
Actual Setbacks
Street:
Rear:
Laod-scaving for Freeslandinq::�� �ns
Size: I I �_ .e,�Ct coy Y_
Location: ez,4— 4;
Critical Areas Determination #:
StudyRequired
121-Waiver
Other
CA05
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ffo Of-OV \�L / t4A dS C1 I'd wea
1 7, Cvyc4 01- (W
u 6 4m` 10A cur 6
441� 1-7 4-
Plan Review By: ,0. 127 lzq�o 09'
APPLICATION
The City of Edmonds for EASEMENT NO . .....................
SIDE SEWER PERMIT .......................
NEW CONSTRUCTION REPAIRS LID NO . .................. ASMT. NO . ..................
OWNER----------------------------------------------------------------------------------------------- CONTRACTOR -------
---------------------------------------- PERMIT NO . ........
JOB ADDRESS
....................................... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO - ---------------
................................................................................................................. * ............
.......................................
NAME OF ADDITION
------------ --------------------------------------------------------------------------------
ID
Tul 2.1%0c-!) -r70-m N%4E 70— tNN I-=
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.... By ............................. .......
pap)
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.... By ............................. .......
APPLICATION
The City of Edmonds
for
EASEMENT NO
SIDE SEWER PERMIT
- ---------------------------- ----------
NEW CONSTRUCTION E] REPAIRS F�
LID NO . ........ ...... NO -- ------------------
-------
----------------------
CONTRACTOR TM!7,'t,-/cz-
.......... PERMIT NO.
JOB ADDRESS ------------------- — -------
- ------- ----------------
LEGAL DESCRIPTION: LOT NO - ------------------
------------------- BLOCK NO - ------------------------------------
---------------- ------ ........ ......................................
. .. ..... -------------------------------------------------------------
NAMEOF ADDITION .......................................................................................................................
� 0
� 06
i
Approved:
DATE ..........
/ L/ 0, t ��)
................. By ------------------------------------------------------------
Date November 26, 1974
Memo to: Director of Maintenance & Operation
Public Works
From: City Engineer
Subject: Sewer Connection Charges
Legal Descri ption: See attached
21116 Hw
21 Ave. W.
21031-A 70th Ave. W.
2 -B it of
1031
11 It
21103
Commonly known as: 21107 1 . I
It It It Owner: Harvey Robinson
21109
Z.F.F. Calculation:
230.4 Z.F.F. x $ 7.*50 1,728.00 Connection Fee
0 Lateral x 0 .0 Lateral Charge
7 Unit x $ 25 175oOO Trunk Charge
Permit
111913.00 TOTAL
cc: Harvey Robinson.
6
903. 00
all
Form 6
Nov(Imbe r 20) 1974
r*i ic No. 4673
LEGAL DESCRIPTION FOR HARVEY ROBINSON
ENTIRE PROPERTY EXCLUDING PARCEL LEASED TO SHELL OIL COMPAINY
That portion of the southeast quarter of the southeast quarter of the
southwest quarter of Secti"n 20, Township 21 North, Ranqe 4 East, W. M.,
in Snohomish County, Washinqtok, described as follows: Commencing at the
southwest corner of said subdivision; Lhunce N 101'12" W, along the west
line of said subdivision, a distance of 184:02 feet; thence N 88'12'AB" E,
a distance of 30-00 feet to an intersectio? with the east margin of 70th
Avenue Wesy, the True Point of Beginning of this description; thence con-
tinuing N 88'12'48" E, a distance of 73-70 feet; thence S 111218" W,
a dislancu of 15-00 Fvvt; thu"ce. 5 76"47'12" 17, a dinance of 120 feet
more or less to an intersection with the wvsL margin of U.S. HFqhway 99;
thence N 25921100" E, along the west margin of the U.S. Hiqhway 99, to
the southuast corner of Lot 4, Hoyt Acres, according to the plat thereof
recorded in Volume 16 of Plats, on paqe 26, records of Snohomish County,
Washington; thence N 89'53'00" W, alonq the south line of said Lot 4, a
distance of 140.65 feet to the southwcst corncr of said Lot 4; thence
N 1 W, along the west line or said Lot h, a distancr of 6.70 feet;
thence N B9*53'00" W, a distance of 80-00 feet; thence N 107'12" W, a
distance of 7.77 feet to an intersection with the south line of Lot 3,
said plat of Hoyt -Acre%; thence N 8913100'' W, along the south line of
said Lot 3, a distance of 70-00 feet to the southwest corner of: said
Lot 3 on the east. margin of 70th Avenue West; thence S 1'47'12'' E, along
said east margin, to the True Point of Beginning.
10
REM, MMIT70H 11.
c. as I lljf)p(j�s
321 MaN SL 7151434
OMNUMC wx"Mv rnfl
0
STREET FILE
WE e November 26, 1974
Memo to:. Director of Maintenance & Operation
Public Works
From: City Engineer
Subject: Sewer Connection Charges
Legal Description: See attached
7 '71
—�21116 Highway 99
21031 70th' Ave. W,
21031-A
21031 -ff:*-'
211 oj:�
Commonly
.known as-:, 21 .Ownqr�*-JAarvey, Robinson
jk
911 . 0
Z. a
.F. 6 1, cu 1 a ti on
z
.23 *'4 28. Connection Fee
J -F.�.
1`7 .00
Lateral*Charge
LaterAl"'i 0
n
7.1 Y U ft 5"' 2 5 175.00 Trunk Charge
moo Permi t
19913.00 JOTAL
LEIF R. LARSON, P.E.
EDMONDS CITY ENGINEER
cc: Harvey Robinson
70
Form 6
November 20, 1974
Fle No. 4673
LEGAL DESCRIPTION FOR HARVEY ROBINSON
ENTIRE PROPERTY EXCLUDING PARCEL LEVED TO SHELL OIL COMPANY
That portion of the southeast quarter of the southeast quarter of the
southwest quarter of Section 204 Township 27 North, Range 4 East, W. M.,
in Snohomish County, Washingtok, described an follows: Commencing at the
southwest corner of said subdivision; thence N 1'47'12" W, along the west
line of hid subdivision, a dislance of 184.02 feet; thence N 88012'48" E,
a distance of 30-00 feet to anIntersection with the east margin of 70th
Avenue West, the True Point of,Beginning of this description; thence con-
tinuing N 88'12'48" E, a distance of 73-70 feet; thence S 13'12'48" W,
a distance of 15.00 feet; thence S 76'47'12" E, a distance of 120 feet
more or less to an intersection with the west margin of U.S. Highway 99;
thence N 25'12'00" E, along the west margin of the U.S. Highway 99, to
the southeast corner of Lot 4, Hoyt Acres, according to the plat thereof
recorded in'Volume 16 of Plats, on page 26, records of Snohomish County,
WAhington; thence N 89'53'00" W, along the south line of said Lot 4, a
distance of 140.65 feet to the southwest corner of said Lot 4; thence
N 1'47'12" W, along the west line of said Lot 4, a distance of 6.70 feet;
thence N 89'53'00" W, a distance of 80.00 feet; thence N 1'47'12" W, a
distance*of 7.77 feet to an intersection with the south line of Lot 3,
said plat of Hoyt Acres; thence N 89'53'00" W, along the south line of
said Lot 3, a distance of 70-00 feet to the'southwest corner of said
Lot 3 on the east margin of 70th Avenue West; thence S 1'47'12" E, along
said east margin, to the True Point of Beginning%
REA MINU-70N
2
Nlalr' St. 7751434
6'- 3"
KARVErS 2116" 119 . Edmor�ft WA. 9WN
LOUNGE
& CRILL E.S. 01103/08
ago P� Mb WPM ft w umm AM
APPRON t-
]ED BY PLANMII'Kw
Property Line
ec*-?L-
RESUB
DEC 2 3 2008
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DE-C 2 3 2008
SU&RNar��Oh8E.:Nrr
S
WEST
COAST 10924 MUKILTEO, SPEEDWAY PHONE: (425) 347-8998
S TRUCTURAL SUITE A FAX: (425) 347-8966
ENGINEERING, INC. MUKILTEO, WA 98275 email@wcse.net
STRUCTURAL CALCULATIONS
11/24/2008
oit-fI!.J . �—
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4425 STREET FILE
0
NOT VALID WITHOUT WET SIGNATURE
Project Description: Harvey's Lounge & Grill Sign
Project Location: 2116 HWY 99
Edmonds, WA 98026
Client:
Project Number:
Date:
Design Criteria:
Code:
Wind:
Exposure:
Kzt:
Seismic Zone
The Sign Factory
815 8th Street
Kirkland, WA 98033
Contact:
W2479
November 24, 2008
2006 IBC / ASCE 7-05
90 mph
C
1.00
Design Category D
ri C;
DEC 0 2 2008
BUILDING DEPARTMF-NT
CITY OF EDMONDS
Jim Minar
(425) 822-1200
Soil: (Assumed)
Allowable Bearing
Passive Pressure:
Active Pressure:
Friction: (fl
1500 psf
300 pcf
30 pcf (unrestrained)
60 pcf (restrained)
0.25
I
WEST
COAST 10924 MUKILTEO SPEEDWAY PHONE: (425) 347-8998
S TRUCTURAL SUITE A FAX: (425) 347-8966
�1
ENGINEERING, INC. MUKILTEO, WA 98275 email@wcse.net
Design Loads 2006 IBC:
IV-10*
C-0"
NEW SIGN ELEVATION
NOT TO SCALE
VVind: 90 mph Soil Passive Pressure: 300 pcf.
Exposure: C
Project: W2479 Sheet No: 1 11/24/2008
WEST
COAST 10924 MUKILTEO SPEEDWAY PHONE: (425) 347-8998
S TRUCTURAL SUITE A FAX: (425) 347-8966
�L
ENGINEERING, INC. MUKILTEO, WA 98275 email@wcse.net
HEIGHT
(feet)
EXPOSURE
B
C
D
15
1.00
1.21
1.47
20
1.00
1.29
1.55
25
1.00
1.35
1.61 1
30
1.05
1.40
1.66
35
1.05
1.45
1.70
40
1.09
1.49
1.74
Ps = I 1W PS30
BASIC WIND SPEED
(Mph)
ZONE A
HORIZONTAL PRESSURE
85
11.5 PSI`
90
12.8 PSf
100
15.9 PSI`
110
19.2 PSI`
120
22.8 psf
130
26.8 psf
HEIGHT
(feet)
Sail Area
(sq ft)
Exposure
C
PS30
PS
FORCE(#)
psf
M. ARM
(feet)
Moment
kip -feet
01-15!
10
1.21
12.8
15.49
154.9
7.5
1.2
15-20'
33.4
1.29
12.8
16.51
551.5
18.3
10.1
29-25'
1 10.4
1.35
12.8
17.28
179.7
21.5
1 3.9
25'-30'
0.0
1.40
12.8
17.92
0.0
0.0
0.0
3U-40'
0.0
1.45
12.8
18.56
0.0
0.0
0.0
49-60'
0.0
1.49
12.8
19.07
0.0
0.0
0.0
TOTAL 0.89 K 15.1 K-tt
No. of Poles: 1
RESULTANT:
F 1.0 0.89 0.89 k
15.1
H - 0.89 17.1 ft.
TUBE DESIGN:
Mu = 0.89 * 17.1 15.1 k-ft
Q 'rl =
r, 7 inAll
14 0.66-(1.33)*36
Using Pipe 8 Std.
A A
S(Actual) 16.8 in. 3 > 5.7 in. 3 ok
I(Actual) = 72.5 in A 4 Deflection: 1.206
Project: W2479 Sheet No: 2 11/24/2008
WEST
COAST
S TRUCTURAL
'L��4T�
ENGINEERING, INC.
Pole Embedment - Nonconstrained
IBC 1805.7.2.1
P =
886
h =
17.1
(Guess)
5.00
W =
36
b =
51
S1 =
500
A=
10924 MUKILTEO SPEEDWAY PHONE: (425) 347-8998
SUITE A FAX: (425) 347-8966
MUKILTEO, WA 98275 email@wcse.net
lb. applied lateral force in pounds
ft. height of point load, in feet, from ground surface
ft. embedment depth needed for value of S1
in. square footing dimension (in)
in. diameter of post, footing or diagonal dimension of square post (ft)
lb. Allowable lateral soil bearing pressure @ 1/3 depth
2.34 P / Slb 0.98
d (Actual) = 0.5A{I+[I+(4.36hlA)]Y2
Allowed passive soil pressure 300
Soil presure at 1/3 embedment 478
4.78 ft (Actual Embedment Depth )
pcf
lb. compare with S1
Project: W2479 Sheet No: 3 11/24/2008
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Disclaimer:
nohomish County disclaims any warranty of merchantability or warranty of
fitness of this data for any particular purpose, either express or implied. No
representation or warranty is made concerning the accuracy, currency,
completeness or quality of data depicted. Any user of this data assumes all
responsibility for use thereof, and further agrees to hold Snohomish County
harmless from and against any damage, loss, or liability arising from any
use of this data.
Printed on: 12/1/2008
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http://gis.co.snohomish.wa.uslservleticom.esri.esrimap.Esrimap?ServiceName=Overview... 12/1/2008
S -iEET FILE
Tr
ENGINEERING REQUIREMENTS FOR COMMERCIAL
AND APARTMENT BUILDING PROJECTS
Name BEAUTY SALON (Harvey Robinson - 21108 Hwy. 99)
Date December 20, 1974
STREETS AND ACCESS
1. Right -of -Way Requirements: None
2. Road Bed Width: None
3. Turn Around: None
4. Sidewalks: None
5. Parking Strip: None
6. Access Easements: None
UTILITIES
1. Water Mains: . Existing Alderwood Water Di -strict
2. Fire Hydrants: As required per Fire Code
3. Sewers or Septic Tanks: Connection to Sanitary Sewer requi.red
4. Drainage: Install all necessary storm sewers and drainage facilities
per drainage plan and City Standards. Where drainage is across adjacent
private property, all parties having any ownership interest in the lands
being developed shall provide, as a restriction on the title running with
the land, that the City of Edmonds shall be held harmless from any and all
claims for damages which may be occasioned to adjacent land by reason of the
construction and operation of the drainage system, unless, releases of
damages and/or drainage easements are obtained from the other property owners
affected by said drainage. Any drainage problems created by change of contour
during deveiopment must be corrected prior to occupancy permits or release
of performance bond. Final approval (or release of bond) will be withheld
until actual drainage as installed has been inspected by the City Engineer.
ents for Commll &
rtment Buildi0rojects - Page 2
Engineering Requl
Apa ng
5. Utility Easements: NOne
6. Underground Utilities: To be provided in accordance with Ordinance No. 1387.
Street lighting shall also be provided with the necessary street light
standards and underground wiring- NO'street lightingrequired.
TOPOGRAPHY
1. Excavation and Grading: Excavation and grading shall conform to the requirements
outlined in Chapter 70 of the Uniform Building Code, latest adopted edition,
Vol. 1. Where extensive gr4ding and fill are involved in the development, a
grading plan and specifications shall be prepared.
QUOTATIONFROM THE CITY CODE REGARDING IMPROVEMENTS
11.02.025(f) Utilities and Street ITgrovements. No building permit shall be
issued for the construction of any building or structure of any kind or
description unless the plans and specifications include the construction for
c!'urbs. gutters, sidewalks, paved streets, necessary water lines, sewer lines, and
storm drainage necessitated by the new construction or improvement, to be built
to applicable City standards, provAded, however, if found by the City Engineer
to be impractical to construct at the time of application for said building permit,
construction may be waived by the City Engineer and in lieu thereof a performance
bond filed with said engineer to cover the estimated cost of construction to City
standards for said improvements, provided further, in areas zoned single family
residential at the time of said application for building permit in which the
applicant has received final approval for a plat or sub -division and has compiled
with requirements therein compliance with this subsection shall be deemed by
compliance with the sub -division or plat requirements.
COMMENTS
Rev. April 2, 1971
Form 5
� V G� ,
=ty Engineer
Y_
ff' r! IP - . �_ A! 11 9-
AMENITIES -D-ESIGN BOARD
JANUARY 22, 1975
The regular i,,ieeting of the Amenities Design Board was called to order by
Chairman John Latourell.
PRESENT
Don Westlin
Keith Goldsmith
Margaret Bernhoft
Mike Rizzuto
John Latourel I
APPROVAL OF MINUTES
OTHERS PRESENT
E. Joseph Wallis, City Planner
Eleanor Quealey, Secretary
William H. Rowe, Planning Technician
Mrs. Bernhoft noted that in the minutes of January 6, 1975, she abstained from
voting on the motion regaeding the Alaska Publishing Co. matter. The minutes were
then approved as corrected.
AGENDA
ADB-71-74 Dr. Larry Hoover - Off-street parking for professional office
at 655 Edmonds Way (RML) continued from December.
Mr. Wallis stated that this matter was heard at the last Amenities
Design Board Meeting, and there was tentative approval subject to
final submittal of landscape plans.
Dr. Hooverwas present, accompanied by Tom Muncie, whom he had
engaged to help with the preparation of the landscape plan. Mr. Muncie
presented the plans to the Board, and said there was a total re -design
to comply with City regulations. The blacktopping is in, and it was
pointed out that the striping went in today. Mr. Goldsmith said that
it lodked like a fine looking plan.
MR. GOLDSMITH MOVED, SECOINDED BY MR. 14ESTLIN TO APPROVE THE PLANS AS
SUBMITTED FOR ADB-71-74. MQTION CARRIED.
ADB-75-74 EHarvejy7D7. Robinson - Beauty Shoop t 21112 Highway 99 . So. (CG)
,oe Mr. 11allis pointed out an area on the plans where he had advised*the
applicant there must be landscaping and had apprised the applicant
tkat he show quantity, size and*species of the' plants. fie also pointed
out that this is an area which was recently annexed into the City.
Mr. Robinson was present and presented the plans to the Board. lie stated
that it is a new building, and that the beauty shop will go in within
5' of the barber shop and that the barber shop will be going out. It
was pointed out that the front of the building will be brick and the
remainder concrete block. .11r. Robinson said that he made application
to the Building Department approximately two months ago-, engineering
has been ok'd and the Fire Department has ok'd. Mr. Westlin mentioned
that there seemed to be quite a bit of density and wondered about the
parking. Mr. Robinson said that the whole front of the Parcel will be
used for parking by everyone. There was general discuss'ion regarding
parking, and i-Ir. Wallis said that there is not a coincidence of Peak
demand on the parking spaces. He said they have encouraged people in
the pasi to combine parking where they can in order to avoid large areas
of blac;,top'ing. Mr. Wallis said that the parking has been analyzed
p
for the entire site and the Planning Department stamp was on the plans.
In looking at the landscape plan, f1r. Goldsmith said that there should be
AL
A;-,ienitios Design-Poard - January 22, '1975 - Page 2
.1
D 7_57 7 4 Harypy �i nson (conti nued)
.R. Rot
t/ numbers and species indicated. The Board said that they would like
to see a curb put in to protect the landscaping. fir. Robinson
indicated that lie would comply with suggestions made by the Board.
MR. LATOURELL SAID THAT OTHER THAN THE ABOVE, HE 1,10I.R.D MAKE A 14OTION
TO APPROVE THE PLANS FOR ADB-75-74. MR. WESTLIN SECONDED THE MOTION,
AND UPON CALL, IT CARRIED.
ADB-76-74 Harbor Construction_.�oiM�iy - Service Building at 127-2nd Ave. (BC)
Mr. Wallis presented the plans and the application regarding this matter.
lie said that lie would like to bring to the attention of the Board, that
it states on the application that it is an assembly and distribution
center. lie said that there is a question in His mind whether this
accurately portrays the activity inasmuch as our BC Code specifically
excepts warehouses and service yards. He said that the consideration
before the Board is whether or not it is an appropriate type structure
for the location. Mr. Wallis showed slides of the site in its present
condition ifnd showing its location. Mr. Wallis read from the BC section
of the code indicating the intent of the zone.
4
Barry Birch, who does the architectural drafting for Harbor, was present
respresenting them. To illustrate what the building would be used for,
Mr. Birch said that Harbor is presently constructing a two-story cannery
in Kodiak and some of the templates and a bulkhead are being constructed
on this site for that project. This is presently be'ing done outside,
and they would like to have this type of work done inside. Mr. Birch
said that he would not consider this a warehouse or a workshop. There
,,-)as general discussion of the code in relation to the proposed building.
In response to a query from Mr. Westlin, Mr. Wallis stated that the
oil distribution activity on the site has been there, possibly as a
non -conforming use, for many years. He said that more storage has been
added to the area, since Harbor Construction' has been involved in the
ownership of the site. Mr. Rizzuto said that it appeared from the
slides that a metal building is stored on the site and ready to erect.
Mr. Birch said that this is cor * rect, and that it is a 50 x 60 building.
Mr. Birch said that the Building Official, Mr. Whitcutt, had informed
them that a fire wall must be put in on the south side of the building.
Mr. Wallis read out of the Gode which was directly out of th6 Design
Review Section, and indicated that this was part of*the criteria which
the Amenities Design Board is to consider; relationship of the building
to the site, compatibility with the site, consideration to the conforma'nce
or lack of conformance with existing zoning, etc. Mr. Wallis said that
it is a proper consideration of this Board to evaluate the proposed
building and proposed uses and see whether or not it conforms with the
Zoning Code. Mr. Latourell said that lie did not consider the use or the
appearance of the building appropriate to the area. Mrs. Bernhoft concurred
111R. WESTLIN t4OVED, SECONDED BY MR. RIZZUTO THAT IT WOULD APPEAR THAT THE
INTENDED USE OF THE BUILDING DOES NOT FIT WITHTN THE PRESENT ORDINANCE-,
AND THAT EVEN IF HARBOR t4ERE TO COMPLY WITH THE USE OF T11T.S BUILDiNG,
THE STRUCTURE AS DESIGNED IS NOT COMPATIBLE WITH DOWNT01,4N EDMONDS.
Mr. Rizzuto stated that it should be made clear that we- don't want
metal industrial -type buildings in downtown Edmonds. THE MOTION WAS
THEN VOTED UPON AND CARRIED.
Mr. Birch asked Mr. Wallis if there will be a deternii nation on the use
activity. Mr. Wallis said there would be. Mr. Birch then asked if an
appeal would be to the Board of Adjustment, and again Mr. Wallis replied
-in the affirmative. Mr. Wallis said that they will be transmitting a
letter to Harbor Construction based on the Planning Department's
determination that it is not an appropriate use -in the zone, and they
will also communicate the sentiment of the Board.
101-101,
4'- 0"
1.4 1�
Manufacture and install
One (1) new D/F
illuminated pole sign
Remove existing sign and
junk
New sign to match design of
existing sign (see photo)
New sign is scaled down to
conform to new sign code
Fabricated aluminum
custom shaped sign cabinet
Paint white and brown as
shown
Rabbit to be Light Grey,
Black, Green and Orange
vinyl
Red, blue, white and green
neon illumination
(Exact colors TB.D. - Match
existing)
Copy to be red vinyl
Double and single tube clear
red neon illumination as
shown
New 8" std. pipe painted to
match sign cabinet
3' x Tx 5' concrete footing
E r-"r
t i FILE
RFCF-WED
DIEC 0 2 ZMa
BUILDING DE?1�,RWENT
01 V of EDMONDS
25' 1
4' - 0"
F
101-101,
2" STEEL ANGLE
20"
CRADLE WELDED
TO POLE
4' - 6"
...........
4 EA. 3/8" THRIJ
----------------
BOLTS TO ALUM.
FRAME
---------------
........... .............
..............
3' - 8"
.................
2' - 4"
........... ..... . . ........... . .............
...... ..............................................
2" STEEL ANGLE
FRONT VIEW
CRADLE WELDED
Scale: 318" V-0"
TO POLE
16' - 10"
4 EA. 3/8" THRU
BOLTS TO ALUM.
FRAME
RECEIVED
5'
DEC 0 2 2008
3'
3'
BUILDING DEPARTMEW
Ji
--- J Existing sign
OTY OF EDMONDS
No Scale
--------------------
0
>
X
10-
roject
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Iny Location:
"arvey s
Lounge NO EXTERIOR GHANC-;E5
'41�
NMMWA� =Won MWWM�
Approx. 200' RECEIVED
CITY COPY
0
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4)y Location:
X
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"arvey s
Lounge J.
NO EXTERIOR GHAN6E5
0
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Approx. 200'
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,T iPtme "I.not onelm or prevent. sceew to OWNERMON"FRACTOR IS RESPONSIBLE
say City nislats!ied etilMa.
FOR EROSION COMMOL AND DRAINAC-E
'I%T
.1 Iq Approx. 200P
% la f.., I %-,r ^ .
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Harvey's
Lounge
SITE PLAN (for reference only)
--5- G%- ALE: 1 20'— —
of Edmonds Building Department
-v I
TV%
EET FILE
JUN 0 8 2011
BUILDING DEPARTMENT
CITY OF EDMONDS
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APPR GI EERING
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CITY OF 01MONDS
BUILDING �MPARTIVIENT
WORK 'FiMC-e-
ADDRESS -2,1 Wol -,H Li) Y qq
OWNER Lou
APPROVED D A T�,:
BLDG. OFFICIAL
13 1--D ---1011 - b-ft3 I
DESIGN CRITERIA:
STRUCTURAL SYSTEMS PRESENTED IN THESE PLANS HAVE BEEN DESIGNED TO MEET THE
REQUIREMENTS OF THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE & ASCE/SEI
7-05 CODE.
DESIGN LOADS:
LATERAL WIND LOADS: WIND SPEED: 90 mph, lw = 1.00, EXPOSURE C, GCpi ±0.18, Kzt = 1.00
COMPONENT & CLADDING DESIGN PRESSURE Pnet 13.0 PSF
SOIL AND FOUNDATION:
DESIGN VALUES:
ALLOWABLE BEARING: 1500 PSF
COEFFICIENT OF FRICTION: 0.35
ACTIVE PRESSURE: 30 PCF (UNRESTRAINED)
60 PCF (RESTRAINED)
PASSIVE PRESSURE: 300 PCF
ALL FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR COMPACTED FILL AT LEAST 18"
BELOW FINISHED GRADE.
COMPACTED FILL SHALL BE FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHALL BE PLACED
IN A MAXIMUM OF 8 INCH LIFTS AND COMPACTED TO A MINIMUM 95% OF THE MAXIMUM
DENSITY AS DETERMINED BY ASTM D-1 557.
CONCRETE:
CONCRETE SHALL BE OF THE FOLLOWING 28 DAY TEST STRENGTH AND MIX:
1) F'c = 3000 PSI, 5-Y2 SACKS OF CEMENT PER CUBIC YARD
2) MAXIMUM SLUMP = 4"
3) MAX WATER/CEMENT RATIO = 0.53; 6 GALLONS PER SACK
4) MINIMUM ENTRAINED AIR CONTENT SHALL BE 4%± 1%
6) INCORPORATE NO CALCIUM CHLORIDE ADMIXTURES WHERE ALUMINUM ALLOY MATERIALS
ARE EMBEDDED.
DESIGN F'c = 2500 PSI WITH F'c = 3000 PSI SPECIFIED FOR WEATHERING PER IBC 402.2.
NON -SHRINK 4000 PSI NON -SHRINK GROUT SHALL BE USED FOR ALL COLUMN BASE PLATES.
CONCRETE SHALL BE PROTECTED DURING CURING TO MINIMIZE EVAPORATION AND MAINTAIN
A MOIST CONDITION.
PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY
APPROVED BY THE DESIGN ENGINEER, WITH THE EXCEPTION OF ELECTRICAL CONDUIT.
STRUCTURAL STEEL:
STRUCTURAL STEEL GRADES:
STE Ec PLATES Mb ANGLE�s—
--A§TM PSI
WIDE FLANGE
ASTM A992, Fy=50,000 PSI
HSS MEMBERS
ASTM A500 GRADE B, Fy=46,000 PSI
STEEL PIPE
ASTM A53 GRADE B, Fy=35,000 PSI
ANCHOR BOLTS AND RODS
ASTM Fl 554 GRADE 36
BOLTS
ASTM A325 HIGH STRENGTH BOLTS
DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION
OF THE "A.I.S.C. SPECIFICATION FOR THE DESIGN,, FABRICATION AND ERECTION OF
STRUCTURAL STEEL FOR BUILDINGS". ALL STRUCTURAL STEEL AFTER FABRICATION SHALL
RECEIVE (1) SHOP COAT OF AN APPROVED PRIMER AND (1) FINISH COAT AFTER ERECTION.
COLOR AND PAINT IN ACCORDANCE WITH OWNERS INSTRUCTIONS.
FIELD BURNING OF HOLES IS NOT ALLOWED WITHOUT INSPECTION BY ENGINEER.
PROVIDE WASHERS ON ALL BOLTED CONNECTIONS.
ALL EXTERIOR STEEL SHALL BE GALVANIZED, OR TREATED WITH AN EQUIVALENT CORROSION
RESISTANT SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION BRACING,
STABILIITY AND SEQUENCING OF STEEL CONSTRUCTION.
WELDS:
ALL WELDING SHALL CONFORM TO THE LATEST EDITION OF THE A.W.S. D1.1 "STRUCTURAL
WELDING CODE". ALL WELDS SHALL BE 3/16" MINIMUM UNLESS OTHERWISE NOTED. WELDING
ELECTRODES SHALL BE E70XX LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED
METAL -ARC WELDING OR EQUAL ELECTRODE FOR OTHER WELDING PROCESSES. WELDED
JOINTS SHALL CONFORM TO A.W.S. PREQUALIFIED JOINT DETAILS FOR WELDED
CONSTRUCTION. ALL WELDING SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS.
GENERAL NOTES:
DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE
DRAWING AND SITE SHALL BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH THE
WORK.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING
CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL
PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR
SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT
REQUIRED INSPECTIONS.
THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR SIMILAR CONDITIONS NOT
SHOWN.
PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS
RECOMMENDATIONS.
THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ENGINEER AND CAN BE REPRODUCED
ONLY WITH THE PERMISSION OF THE ENGINEER, IN WHICH CASE THE REPRODUCTION MUST
BEAR THEIR NAMES AS ENGINEER.
rid
'w
4.1
-- I STEEL
ELEVATION
Y4" CONTINUOUS
FILLET WELDS
(TYPICAL)
�EL RINGS
)LACES)
)LUG WELDS
ER RING)
E STEEL
ELEVATION
PIPE CONNECTION DETAIL
1 1/2" = V-0"
9
4)
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!9
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101-101,
41-0"
EXISTING N\
SIGN POST
SIGN ELEVATION_
SCALE: 1/2" = V-0"
xl
t�<
SIGN CABINET TO
POST CONNECTION
0 2(306 UWftl fRC w/WAC A w-#dw@nf§
C32006 Edition IBC w/WAC Amendments
r"112006 Edition UPC wlWAC Amendments
and Appendices A, B, Q 1
[32006 Edition IMC wVAC Amendments
132006 Edition IFGC w/WAC Amendments
C32006 Edition EFC w[WAC Anwndments
132006 Edition VIAQ WAC 51-13
132006 Edition WSEC WAC 5 1 -11
NEW PIPE 8 STD.
SIGN COLUMN
41 0 D, I I L 111. 126'
, AR%j
FINISHED GRADE
X
-4
x 44
4 bTREET FILE
4 1 1.4 4.. 'd
NEW X-O" SQUARE x 6-0" DEEP
CONCRETE FOOTING
W/ PIPE COLUMN CENTERED
I/ A
3-41 NJ F13ECEIVED
DEC o 2 2008
BUILDING DEPARTMEN1
CITY OF EDMONDS
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ORIGINAL DATE:
11-24-08
REVISION DATE:
-
DRAWN BY:
JMM
CHECKED BY:
TJM
SCALE:
AS NOTED
PROJECT NO:
W2479
SHEET NO:
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R E, Sk, U Lag, RESUB
DEC 2 3 2008 DEC 112008 RECERVEF
SU DEC 0 2 2008
U6W&'wAopfflvw,JT &ftClF%&AolVMENT
BUILDING DEPARTMEW
CITY OF EDMONDS
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