21558 HIGHWAY 99.PDF11111111 lill 11
11573
21558 HIGHWAY 99
7 77-77-7- -
OF MMONDS - SIDE SEW-10-10MIT
WATMU-MVVM DIMARTMM"
PERMITNO- 4239
1� (Call 7416-1107 for aide sewer Inopeotions DEP039E covering any Portion of the WnstrUctiOMN
W., San, or holiday Inspections.)
Inspection will be provided within 24 hourw after request.
111.1rora Avenue North
AVMx8W,L0C&T101V OF CONSTRUCTION ................ ............................................ . ..... ........................ .......... . ...........................................
Sc,. V;Ctl of Trl-�..ct 22 ,:,f Saimar's 5-acre tract
PROMM" 1ADG&L-DUSCRIMON ...................................................... I .................. ......... . . . ... ........... .................. . .. ....... . ...............................................
F i f
ad `,!o. I
......... . .. ? ........... I . . ....... .......... . .......... . .................................................... . .................. ............... . .................................. . ..................................................
vlamand Raines
. . ................ . .. I ................................ 0,VVIVERA"/oR BT-TMDER ....................................................................... . .. . .......................................................
Lakeside Septlic T��rdk S)ervice, 101 - Tenth Street
CONVMC"" NAME ADDRESS ................ ...................... I ....................... . ..................... ............................... ... . .................................. ...........
+ober 24 72 0 J,
,MmnmUdMn is granted ............ ............................. . .. . ........... P 19 ......... for repWir and/or connection of a side sewer to the city Sanitary sewer
Weardsomee, With My of Edwands ordinsawAs.
A xo� x-
11MV146. $4
No= Pto. 4-
NOTE bro. 51,
NOTID sM
D][SA]PM0,VVD
3 TO THE VMLOVVING'
a of the property may obtain a permit to construct sewer Inside A licensed Side Sewer Contractor must be employed to construct
In street arm. Do not cover any portion of sower before it has = -
,!offormad in city right-of-way requires an invasion of TUght-of-Way Permit obtatmble from, the City Engineer's office.
*90ftation regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
ir M ve! at least 30 inches coverage at property line and 12 inches inside property line: minimurn grade of 2%. No , 1hends In grade
tied.
OA-Fvater settled and surface of street restored to original condition. Contractors shall be responsible for failure 4AW40, imorwer
may div;i�i within one year of completion.
Pful to alter or do any other work than is provided for in the permlt� or to do any work on the ma4n sewer or its appurtenances except to in-
oe Into the wye.
0 Date .. . ................................... BY ................ Date ............... . ................... By ................ D&UL .............. .... ............... . By ---- - ----------
. .................... By ... ............................... . .......................
A d-'d i t i o r I I I
....... ...................................................... ......... . .............................. . .... . .................. . ............ . ...... . ...... . ...................................................
. . ...........
was Instrined in acoor
MUST Be Signed By Owner of Firm
- A -
..... .... hereby pertify that the side sewer ineta-Hation constmeted under this PC
nnit
Construction)
ordtnanees of the City of FAmonds.
.. . ............ . . . .............
V -4
MMONDS,
�'�CENTEI!t,, --WATElt-SEWER liEPARTMENT
�__Ek- PERMIT
SJ.Dk SEW
call rnospect, 6-1107 when, work
Is ready 'for Inspection-, '. (No, Inspec,;
tions Saturday,- Sunday or holidays.) -0 25
- ADDRESS ...... ... H147 '9 . .......................
............ .................................................... 7-: ............... ! .......... ------------------------------
Home Builders Center Tucker Construction
10W.-NER .............................................................................................. CONTRACTOR ......................................................... * ....... .......
- grantell November ......... 22 ...... 19 .... 5Z for ........................ days'to:REVA]IR -or CONNECT a side sewer
Terinissibn 4s d ........................... . ......
'in -Accordance with all0lication on file and governing ordinances.
Mili.-City Sewers
ATTENTION.18 C.ALLED TO THE..FOLLOWING:
Sewer Contractor must
YI f'the' property may obtaln a permit to 'construct sewer inside property line. A licensed Side
N16TE No' The owners, o
be employed to construct side sewer in street area. Do not cover any portion of sewer before it -has been Inspected.
:NOTE No. 2—Obtain full information regarding Ordinance 11�.16.030 and Regulations governing side sewers when you get permit.
- - N 'TE No. 3—Top of side sewer must have at least 30 Inches coverage at property line,and 1� Inches inside property line; minimum/jrade of 2%.
0 bends in grade sharper than % will be permitted.
a a -b respon ible for
t t must be water settled and surface of street restored to original condition. Contractor hall/ e
Nr 'No. 4—Trenches in �s ree
'jo-Improper work which may develop within one year oCcompletion.
failure.due
3�0�, lqc:� .5—It is unlawful'to' alter or do; any other work than is provided for in the'permit, or to do any work on the.main sewer or its appur-
tenaneds except to Insert the pipe into the wye.
r:
[P.—A-G-M411WAF
0 1 14'-81/2"
api gm A'&
66pportiq
ufl"
I
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Cli
iversa
. V. I ry
(A) INTEPNALLY ILLUMINATED PAN-C
ALE
Boise's Only
SOUTH ELEVATION
Full Service
Sign Companyl
THIS IS AN UNPUBLISHED
7
Ir -NJ -1 N
DRAMNGID SIGN SUBIATTTED
jr
0,
FOR YOUR PERSOTIAL UEE IN
DO NEC I ON W TH A
PROJECT BEING PLANNED
�
AND IS NOT
RSIGNS, INC.
BE REIRZODUCED. COPIED OR
EXHREITTED IN ANY FASHION
� WRITTEN PERNIIS43ON
E'LECE Slili
19.21 SQ. FT.
THE COLORS DEPICTED IN THIS I
DRAWING ARE 10 A44BST YOU
N � OUR -
AND IMY NOT NIAMH AC
COLOR USED ON THE
FINISHED PLAY. I #
COPYRIGHT (9) 2010
SKETCH# 1111
EILF; BREDE/W 1111 EDMONDS
DAIL.�ME 13 -10
Cu ROSAVERS
JOB LOCATION, EDMONDS, WA
SALES:JEFF
DESIGNER: e*f4-0
(C) REFACE EXISTING CABINET ON DOUBLE FACE PYLON SIGN
NOT TO SCALE
IdT =1mp:T(W1irqDm
SWe Labor
� E ---
ED
YRD V MD
0
Mann inn tui inin
o0 0 r) n
mtobm
(B) INTERNALLY ILWMINATED PAN -CHANNEL LETTERS NOT TO SCALE
EAST EL4/ATOIJ
F�\
-i 11LIL, j J -'Kn L
I'z
_V(c'u, IM I
15.625 SQ. FT.
tF
7--
?-e Ir.
OCT 2 2,11,
DEVELOPMrEff SENIACES CTR.
CITY OF EDMONDS
PROPOSED NEW SIGN FOR THE SOUTHT ELEVATION
EXISTING SOUTH ELEVATION
An vubw
12 �n
NOT TO SCALE
Ilia,,
-11, b
-4p
NOT TO SCALE
170'-0"
4
A,
N 0 R T H
0
26th
Anniyersp,ry
Boise's Only
Full Service
Sign Companyl
TH13 15 AN UNPUBLISHED
DRAWINGIDESIGN SURI�D
FOR Yom K USA LIN
CO NECTION WITH A
IROIECT BEING LAN.E.
`OR,OL, , � ELECTRIC
� INC AND . NOT 10
BE REP"COLCED, COPIED m
EXHMM IN ANY FASHIDN
WITHOUT WRITTEN KRNMSON
�H& INC.
THE COLORS DEP�O IN THIS
DRAWm ME TO YOU
IN � OUI, --
AND My NOT �ICH AC
COLORS USED ON THE
FTNISHED DISPlAy.
REVISONSO
�OPYRGHT (9) 2010
SKETCH # I I I I
9LE BREDEIVV I I I I EDMONDS
26M 10- 13-10
-USTOMER: SAVERS
JOB LOCATION, EDMONDS. WA
jALF,% JEFF
DES*NER: E*eOP—
NOTE-
ELECTRICAL IS TO BE
ON OUTSIDE OF THE
BUILDING TO THE SIGN
LOCATION.
., - L lftlffm M I ql�
Cr
Rl
6
r It
Cy
'Y
j;,
lk9
T
T� to � ---i
OrT 29 2019
DEVELCK1NITOE� "'V!CES CTk9.
CITY OF EUNZNDS
Li ADD BORDER AROUND EXISTING
SAVERS FACE BY CUTTING AND
" 11 Ail, WEEDING 2'OF EXISTING RED VINYL.
50% OFF
PEPORIAL DAY
26 th ry, REFACE EXISTING READER BOARD
Boise's Only
Full Service
Sign Companyl OWN"
THIS IS AN UNPUBLISHED
DRA�M SIGN SUBMITTED
PAINT EXISTING POLE COVER
CO NECTION WITH A COLOR IS BENJAMIN MOORE
PROJECT SVBEING PLANNED
-U IDAHO E,ECIFTC
AND, IT NO, PC HC-28 SHELLBURNE BUFF (VERIFY)
U REM ICED. COPED M
EXHIBITED IN ANY FASHION
WTTHOtR WIT11TEN PER1,1ISSION
THE COUDRS m�. IN THIS
DPTAN� ARE TO 'OU
IN ��, OUR
AND Wy NOT WICH ACTUAL
COLORS USED ON THE
LON SIGN NOT TO SCALE
REMQNSE
f
t -
?
(0-REFACE EXISTING
16-2" V.0.
Uh.
-0i,;
-Aa �J 17 K lwp
�0
0 G@uafff
COPYRGHT C 2010
R
SKErCH # I I I I
EILL BREDEW I I I I EDMONDS
DATE: 10-13-10
CUSTOMER: SAVERS
JOB LOCATION, EDMONDS, WA FACE V.0, AREA f3,75 X 16,171 + (4,33 X 16,17) 130.66 SQ. FT.
OCT 2 9 20110
e� 'TS- -
DEVELOP"EN --FNPICEC
CITY OF EDN'iONIDS
Bolse 's Ony
F,11 Semic
Sign Companyl
THIS IS AN UNPUBLISHED
DRAMNIGID SIGN SUBMITTED
'OR OUR ETSo USE IN
CONNECTION WITH A
PRO ECT BEING PLANNED
FOR YOU BY IDAHO ELECTRIC
SIGNS, w. � 5 NO' n
K REPRODUC D, COPIED OTT
EXHIBITED IN ANY FASHIO
Wff� WRfTTEN PER�N
C, SIGNS, —
THE coum DEPICTED IN INS
DRAWING ARE � "OU
IN MLJALIZING OUR PRO�
ANT, — NOT � ACTUAL
COLORS USED ON THE
FINBRIED �Y.
REVISIONS'
COPYRIGHT C 2010
SKETCH # 1111
EILE! BREDE/VV 1111 EDMONDS
-1310
Dc%u[L MER6 'SAVERS
JOB LOCATION, EDMONDS, WA
SALE&JEFF
DESIGNERD E*90&
14'-81/2"
jklm MAN
w
NEW INTERNALLY ILLUMINATED PAN -CHANNEL LETTERS S ALE '/2" =I '-0"
19.21 SQ. FT. SOUTH ELEVATION
NOTES� RACEWAYS REQUIRED
FACES:
3/16" PLASKOLITE #2 793 LD IMPACT MODIFIED RED ACRYLIC.
RETURNS:
5" .040 PRE -FINISHED ALUMINUM, HUNTER RED EXTERIOR AND WHITE INTERIOR.
BACKS:
PRE -FINISHED WHITE .080 ALUMINUM, 063 FOR LETTERS UNDER 5'-0" TALL.
RETAINERS:
I" X 11/2"ALUMINUM PAINTED TO MATCH FACE.
OPTION I
GELCORE TETRA MAX 6 UP RED LED.
OPTION 2
DIRECT LED STRATA SERIES RED LED,
RACEWAYS:
FABRICATED FROM ALUMINUM PAINTED TO MP TO APPROXIMATE THE BUILDING.
GENERAL INFORMATION:
- ALL US SIGNS AND COMPONENTS ARE TO BE UL LISTED.
^ nPiiemi, "
OrT 2 9 2010
DEVE-LOF-EWT SEMP" z
't!!- ! , �l S CT:J.
MY OF EfT.',3TCS
181-10"
KlrthM
ColTumu
IN
b
7
B Ise's Only
0'
F611 S"'j'e
Do" Ce t I
Sign Companyl
.1
THIS 15 AN UNPUBLISHED
DIIAWING/D SIGN SUMITTED
'OR OUR K USE IN
CONNECTION WITH A
PRO ECT BEING PLANNED
FOR — BY IDAHO ELECTRIC
SIGNS INC. AND IS NOT .
BE REP�Ell COPIED OR
EXHUHTE IN ANY FASHION
—HOU, w� PER�
OF IDAHO EILECT10C SB1,a —
"HE COLORS DEPIC a IN THIS
DRA� ARE 10 WTLI
IN � — �
AND wy NOT WXH AC,
COLORS USED ON THE
� DGNLA`y.
REVISK)NSa
COPYRIGHT @ 2010
SKETCH # 1111
&L BREDE/W I I 11 EDMONDS
Q6M 10- 13- 10
CUSTOMER: SAVERS
JOB LOCATION: EDMONDS. WA
SALES�JEFF
DESIGNER: ?,W.M
()NEW INTERNALLY ILLUMINATED PAN -CHANNEL LETTERS SCALE '/."=1'-O"
15.625 SQ. FT. EAST ELEVATION CUSTOM SIZE ARROW REQUIRED
NOTES:
FACES:
3/16" CLEAR PLEX OVERLAID WITH ARLON OLN/E GREEN # 112 TRANSLUCENT NANYL.
RETURNS:
5" .040 PRE -FINISHED ALUMINUM, BLACK EXTERIOR AND WHITE INTERIOR.
BACKS:
PRE -FINISHED WHITE .080 ALUMINUM, .063 FOR LETTERS UNDER 5'-0" TALL.
RETAINERS:
1 " BLACK TRIM CAP.
ILLUMINATION:
OPTION I
GELCORE TETRA MINI MAX WHITE LED,
OPTION 2
DIRECT LED STRATA SERIES WHITE LED.
RACEWAYS:
FABRICATED FROM ALUMINUM PAINTED TO MP TO APPROXIMATE THE BUILDING.
GENERAL INFORMATION:
ALL US SIGNS AND COMPONENTS ARE TO BE UL LISTED.
ALL CANADIAN SIGNS ARE TO BE CSA LISTED.
Ep.;l R"
OrT 2 9 2019
D EVE 1-0 F'eral r Q, E1.10 CES C"r,:l -
011Y OF EU13NDS
If
th
S��ary
Boise's Only
Full Service
Sign Companyl
THIS 15 AN UNPUBLISHED
DRA-fl) SIGN SUB�D
� OUR PE� USE IN
CO NEC I ON W I IN A
PROJECT BEING I.ANNED
� YOU IDAHO ELECTRIC
SIGNS. - AND 5 NOT TO
BE REPRODUCED, COPED OR
E-51TED IN AW FASHION
, WRITTEN m�
G, K, ELECTRIC SIGNS. INC.
THECOUORSOEPICTEDTHTHIS
DRAW,NGARETO WYOU
AND M, NOT
COLORS USED ON THE
FINISHED
REVISION&
COPYRIGHT 0 2010
SKETCH# 1111
EIL BREDEA61 I I I I EDMONDS
Qffif; 10- 13-10
CUSTOMER: SAVERS
JOB LOCATIOM EDMONDS, WA
SALES:JEFF
DESIGNER:
0
2-
H
16'-2" V.O.
C@ff�mn-�md�v
I D) Q) R � ou @) H (C (P H �( �� I r
(C) REFACE READER BOARD PANELS ON EXISTING D/F INTERNALLY ILLUMINATED PYLON SIGN SCALE 1/2" =11'-O"
NOTES:
PYLON CABINET -
EXISTING,
RETAINERS-
4" RETAINERS, VERIFY
NEW FACES -
WHITE POLYCARBONATE.
DECORATION-
SAVERS -
EXISTING, CUT AND WEED 2" BORDER LINE FROM EXISTING
RED VINYL BACKGROUND.
CDC -
BACKGROUND IS OVERLAID WITH OPAQUE ARLON # 112
OLIVE GREEN VINYL. BORDER IS BLACK. COPY IS CUT AND
WEEDED FROM THE GREEN BACKGROUND AND LEFT WHITE.
OPAQUE BY USING BLACK VINYL OVERLAID WITH GREEN.
PAINT POLE COVERS BENJAMIN MOORE HC-28 SHELLBURNE BUFF
(VERIFY COLOR)
P-'M' r" .'
Lj-i
OrT 2 9 200
DEVL
CITY OF
61
ADDRESS',c,-,V/
OWNER_
APPROVEDDATE. 0
-MDG.0—r&-lCLAL:,—
�-?ERMIT NUMBER
R E-Z C E PS FEE 1- -: )
OCT 2 9 2010
DEVELOPMENT SERVICES CTR-
CITY OF EDN-10NDS
STREET FILE
APPLICATION
Tho CRY Of Edmapds for
SmIrl "WxR PERam
NEW CONSTRUCTION 0 REPAIRS EASEhfWNT No . ........................... ..............
41
Lakeside Septic Tank Seevice 4239
OWNER ..... ......... A - ------- I.AJ5 .................... ----------------------------- CONTRACTOR ................................. ! ................................................................ PER)AIT No . ......................
ADDRESS .... ....................... -------------- LEGAL DESCRIPTION: LOT No . ...........................
.... ..... ................... BZA)CK No . .......................... ....
CD
.......... ....
NAME OF ADDITION ..... So. 160' of Tract 22 of 5-acre tract
1-YtiY!"Wi�9tiFfly --- 6f '-St8U---R0td ... Ru I--,' ----- - ------
I
Approved:
DATM
1-4 C. 18 .4,3
GARY HAAKENSON
CITY OF EDMONDS MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 * (425) 771-0220 - FAX (425) 771-0221
Website: wwwdedmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
November 8, 2005
Store Manager
Value Village
21558 Highway 99
Edmonds, WA 98026
RE: Trailer Parked at Value Village
To Whom It May Concern:
The City of Edmonds has been made aware of an unsafe parking practice at your store.
Specifically, the store trailer parked on the southwest comer of the property is creating a traffic
hazard for drivers entering 2161h Street SW from 72 nd Avenue West. Please be aware that
placing objects that interfere with driving visibility is a violation of Edmonds Community
Development Code (ECDC), Street Obstructions, Chapter 9.25 (copy enclosed).
In order to further enhance public safety and traffic flow, the City of Edmonds directs you to
immediately move the trailer ten feet further back from 216th Street SW. This should
significantly enhance traffic visibility at the intersection.
Your cooperation in bringing this parking and safety issue into compliance is appreciated.
Please feel free to call me with any questions at 425-771-0220.
Sincerely,
EDWARD SIBREL
Engineering Technician
ECS
Enclosure
c: Mike Thies, Code Enforcement Officer
Jim Kammerer, Street Division Manager
Darrell Smith, Traffic Engineer
S:\ENGR\ED\Lettem\Parking-TrafficLetters\SR 99 - 21558 ValueVillagcTrailendoc
Incorporated August 11, 1890 0
Sister City - Hekinan, Japan
*,OPP. j
19'4
City of Edmonds
RECEIVED'-'-
2
PERMff COMER
Critical Areas Checklist,.
",M Oitiml Ams ChwHiSt coatained an
dds fOnu is to bc Wed 04 by any pown
prqxuing a Devdopumt permit
Application for the City of Edmonds prior
to histher submittalefa dmdbpmem
pennit to the City.
71M PUIPOW Of the Chaddist is to cmbk
City staff to da=jw whcdkr =y
potcatial Critical Arcas amer my be
Present an the sub;wa puperty. The
information nooded tO Coaqgcft die
M=krw 9MM Wemayava-we from
ObsuvatiOns Of the site or data avagable at
GEY HA (Critical Ams hwcaw&s. aqu.
or soil survqs).
An 22pplicant. or Usfbw IL
must fiff Out-dwd=klist. Axpand date it,
and subafit it to ae city. ue cay win
Mview the d=MU4 ndbo a pxmmry.Sift
visit. wW nuke a ddamiumbion of the
subsequent sL-ps n*MSMY to cmplctc a
Owdawo i 1 PwIfit appificafion.
'Pa44%,ut
ith a siVed coffof dds form. the
spprmtnt shodd abo, submit a !t!!!!x amp
or plot pin t6i iudiividud Ift of tlr_ parcei
with 0mgh dctaR that City suffean find
=dideaffydr_s:ubjcctpa1MxS). in
addition, the OPPliMut AM hidude
Odwr Pooffneut btactuation (eg. site
plaps topoamphy puW. etc.) erstudies In
wift Ws Cheeld1ist to Wdst
-StWIM couqdeting sew
rid 'Of the site_
I havc comoewd dr, Cd&dA=Cbwiftmdamgdmtffiwamvmpwvidled
ftcfimt to ft. bestaf M bwkjj,,
. y
Owner I Appric—agod:
C_
Add=
W A,
Ci
AppOcnt
sta�r, zip Phone
Date-
CA ME NO.
CIA
cal Ar6its Checkrist
Sdie
P09whyAjd on)
IS'S R Pa
2-
3. APPOOximate She Size (acres or squm fmQ.- M�23 0, I-S" Acjj,�
4. Is Ws she curvwdy developep _ A
If Yen how is tke dcvd , <:�TM
la
5. DescrIc &e genevalske topoVrift. Cho* all &a aWly.
Flat less &M Steet devadom change am cative site.
MruW S'OPM On ZiW geu=UY t= &M IS% (a vudcd rise of 10-feet over a
hodzoutd distanoe of 66-fe4
MY: slopes present on ske of dan 15% ad less dm 30% (a vertical rise
of 10-feet over a bodmoutal duitume of 33 to 6"cet)-
StaW gmdcs ofsecater th= 30% Present On she (A vadcal rise of 10-fed over a
horicoacd distance of Icss dm 33-deeQL
Od�cr(plcm
6. Sift contains ama afy-ear-cound sumfwg vater.
C) Appr(m DqxL-
7. skiecoatfinsawaso(scuoudsuaftwaw N6 Appm- Dqxk
Wbat s=on(s) of die yead
& Side is in dw floodwmy__&6 gloodplaim. cfavzmwcw=
9. SitecoatanacrmkOrmumvib=*UmdomacmndieZroun6sarfwe,? Fjovaarcy=6
town (What dm of ycaf?
to.. Side is primagy: forcmd ;.mcadlow
uftx�d
ufta bnbcVed Q"n%*mbs L/
11. OWwus wedand is present on shm
site" 7=c-a
a no e d =3 ype(r.]P- ATK� F,�V� MET,,
erCJL �=p.WoW=wcd=dpccwdcu
W-K A
Wtocy W-CJL =AP wkda ca&d ArMA*-&e
jo
V -. I ".R
9—"X"
STREET FILE
z/1-1,1�13--3EN301tAli NEON & PLASTIC SIGN COMPANY
DIVISION OF KUDCO DIVERSI'FIED, INC.
Calif. Confraefor #204958
10142 SHOEMAKER AVENUE, SANTA FE SPRINGS, CALIFORNIA 90670
July 25, 1983
City of Edmonds
Civic Center
Edmonds, Washington 98020
ATTENTION: MR. HAROLD REEVES
BUILDING DEPARTMENT
Dear Mr. Reeves:
Phones (213) 944-3237 (714) 523-IOSO
RE: FREESTANDING SIGN
STANDARD BRANDS PAINT
21558 PACIFIC HWY., N
Per our phone conversation, we are herein enclosing a copy of a
letter, from our engineer, per your request. Please note that
it explains the use of this type of comparative engineering, on
those occasions of existing columns and footings, in absence of
original 'as built' detail.
Again, let me indicate that we have used this numerous times, and
as long as. we have significant underage'of new versus old, we have
not had any problems with acceptance by the Building Officials.
Also, as you requested, we ar ' e herein indicating that we shall
offer to hold the City of Edmonds harmless, of any future failure
of the columns or footings, on this particular sign, from claims
of property damage or personal injury.
I hope this will allow you to accept this engineering, so we may
have the permit issued and proceed with this job. I might remind
you that the reason they are putting up this new Corporate image
display now, is that the existing cabinets are in very bad condition,
as far as requiring considerable work to assure any continued use.
If you have any questions, please call me COLLECT. If everything
is reqdy for permit issuance, please contact S 6c S Sign Co.
Sincerely,
GENERAL NEON & PLASTIC SIGN CO.
Joel I. Kudler
Vice President
JIK/bp
cc; S & S Sign Company
Co.
SALES LEASK MAINTIENANCE
/1\ /1\
.*Michael W Wells
Registered 'Civil Engineer
In California, Arizona, Nevada
23400 East Fork Rd.
Star Route No. 1
Azusa, Ca. 91702
July 21, 1983
City of Edmonds
Civic Center
Edmonds, Washington 98020
Attention: Mr. Harold Reeves
Building Department
Re: Sign Engineering
Standard Brands Paint Co.
21558 Pacific Highway, N.
Dear Mr. Reeves:
Per conversation with Joel Kudler, General Neon & Plastic Sign Co " ' ,
in reference to the drawings and calculations for the sign display at
th'e location mentioned above, please be advised of the following:
This account has occasion to do this type of engineering on a continuing
basis, as they are in a program of signing their new corporate.image,
namely "Home Decorating Center", and we have done this method many
times in all the Western States withoutany previous problem. In addition,
my other sign clients have used this type of proof as to the value of the
existing columns and foundation.
In absence of absolute knowledge of the existing foundation and with the
condition that the new display applies less force than the original sign
it is acceptable practice to assume that the foundation will satisfy. The
columns can be determined as to wall thickness and allowable moment, and
in this particular case, we have a margin of some 20% less loading. With
this differential we feel completely safe in making the statement relative
to the foundation.
If you have any further questions, please.do not hesitate to let Mr. Kudler
know and we will try to respond.
Very truly yours,
44i'MA
Michael W. Wells
cc: General Neon
S & S Sign Co.
SCREENING OF ROOFTOP EQUIPMENT AT
21558 Hwy 99, Edmonds, WA
I fully understand that prior to final approval of this
building permit for six roof mount air conditioning units,
all Architectural Des-ign Board screening requirements must
be completed. The Architectural Design Board will review
our screening proposal at its August 4, 1982 meeting. Any
and all requirements, including removal, if necessary, will
be completed within 20 days of the foregoing meeting.
1-?VUI�jl 3��
flame t"10- -
Company
j a
Date
C I T Y. 0 F E D M 0 N D S
STREET FILE - SEWER DEPARTML-NT -
STOPPAGE OF SANITARY SEWER MAIN RE -PORT
DATE: TIME CALL RECEIVED:
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TIME OF ARRIVAL ON THE JOB SITE: q L�j
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STOPPAGE OF SANITARY SEWER MAIN REPORT
DATE: TIME CALL RECEIVED: 100:40 A.M.
LOCATION OF STOPPAGE: W/A
TIME OF ARRIVAL ON THE JOB SITE: 46 A - M
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The City of Edmonds
APPLICATION
for
SME SEWER PERMT
NEW CONSTRUCTION F] REPAIRS E]
EASEMENT No . ..........................................
!-lax and Raines Lakeside Septic Tank Service 4239
OWNER.............................................................................................................. CONTRACTOR .................................................................................................. PERMIT No . ......................
21E8 Highway 99
ADDRESS........................... :T .......... ................................................................. LEGAL DESCRIPTION: LOT No . .............................................. BIA)�CK No . ............... ............................
So. 160' of Tract 22 of Salmar's 5-acre tract
NAME OF ADDITION ........ ...... ......................................
0
0.
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Approved:
DATE ...
. .......... B: ;Y-
.1-1
APPLICATION
for
The City of Edmob. 's SME SEW= PEMIAM
NEW CONSTRUCTION REPAIRS 0
OWNER ------ ......... ...................... CONTRACTOR .................. ...... c
................................................. PER]MT
ADDRESS ....... ..................... LEGAL DESCRIPTION: LOT No . ........... . ................................. BLOCK No . ...........
.. ..........
MAVV. nlR' AnTWTTnT%T
Pj
tA t-- r- 0 V 4 A)
............................................................... .... .. .....
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Approved:
I P: T"i,
)V 22 19ci
DATE --------- By
8 9 0 . 199 -
CITY OF EDMONDS LARRY S. NALIGHTEN
250 - Sth AVE N. - EDMONDS, WA 98020 - (206) 77 1-3202 MAYOR
COMMUNITY SERVICES: PETER E. HAHN
Public Works * Planning a Parks and Recreation 9 Engineering DIRECTOR
September 21, 1989
David Wise, Store Manager
Standard Brands Paints
21558 Pacific Highway N.
Edmonds, WA. 98020
Dear Mr. Wise:
As an observer of traffic patterns at the intersection of 216th St.
S.W. and Highway 99, 1 saw a situation that alarmed me. Drivers of
vehicles southbound on Highway 99 are using your parking lot as a
deceleration lane and cutting the corner through Standard Brands
property as they make a right turn onto westbound 216th St. S.W.
I am particularly concerned that a Standard Brands patron who has
parked in the angle parking space on the south side of your building
will not be seen by a driver of a turning vehicle. Given the speed
w ' ith which some drivers negotiate that turn, a resulting collision
could be very severe.
I feel the situation can be almost entirely alleviated with the
creation of a planter island in the southeast corner of your property.
The island would have a three -fold benefit:
1) It would cause the drivers of turning vehicles to slow down to
make the turning movement.
2) It would protect the people parking on the south side of your
building.
3) It would create a positive visual impact for your property and the
intersection as well.
The costs of installing extruded curbing, topsoil and.planting
materials should be minimal, especially considering the benefit of
preventing even one severe accident.
0 Incorporated Auqust 11, 1890 0
Sister Cities International — Hekinan, Japan
David Wise
September 21, 1989
Page 2
I would be glad to work with you or your representative and help "fast
track" any necessaey-City approvals needed to get this improvement
underway.
If you have any questions, or if I can meet you to clarify the
situation, please contact me.
Very truly yours,
GORDON C. HYDE
Engineering Coordinator
GCH/sdt
I & C-:=�
Alberts t -
STANDARD/TXTST530
;-i
CITY OF EDMONDS
250 5th AVE. N. - EDMONDS. WASHINGTON 98020 * (206) 771-3202
COMMUNITY SERVICES
April 8, 1.987
Ron Alldredge
Snohomish County Community Development
Administration Building
Everett, WA 98201
RE: SEPA Threshold Determination for Edmonds Associates
Office/Warehouse C 8702096
Dear Ron,
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
The City of Edmonds would like to insure that the following items are
clearly reviewed during the SEPA review process regarding the proposed
Edmonds Associates Office/Warehouse facility on the southeast corner of
212th St. S.W. and 72nd Ave. W. The items are:
1. Clear discussion on the amounts of grading that will be done on the
site. A grading plan showing before and after contours should be
submitted for review. Included in the plan should be plans for
temporary and permanent erosion control measures.
2. Traffic impacts on the adjacent streets should be clearly reviewed.
Attached is a memo from the City Engineer's office discussing this
topic.
3. Concern has been expressed by nearby residences about noise impacts
from truck traffic and on site work activities. Consideration
should be given to reviewing hours of operation and amount of truck
traffic that will utilize 72nd Ave. W.
4. A coordinated review of the storm drainage system by the County and
City be required. Any plan should include mitigating pollution
control measures.
I would suggest that the environmental checklist that has been
submitted by the applicant be expanded to address the above concerns.
The City will work closely with you on reviewing this project and will
provide as much assistance as possible.
Si erely,
ane V. Bowman
Assistant City Planner
I SEPAALLD/TXTDVB 51
PUBLIC WORKS 0 PLANNING PARKS AND RECREATION ENGINEERING
14�
MEMORANDUM
April 8, 1987
To: Ron Alldridge, Snohomish County
From: Chris Beckman, City Of Edmonds Engineering �Division
Re: Threshold Determination For Edmonds Associates Office Building and
Warehouse at 212th ST. S.W. and 72nd Avenue West (Allied Roofing)
our review of this project site plan and proposed use is based
upon information provided by the applicant's architect, Thomas Sconzo
and traffic engineers, Centrac Associates. Their report is entitled
"Traf f ic Impact Analysis for Allied Roofing Warehouse Developement"
dated March 1987.
This report shows the entrance for delivery vehicles on 212th
Street to the east side of that parcel's frontage. An area wide traffic
study has indicated that there may be a need to restrict all left turns
f r om and onto 212th Street in the future due to their detrimental
impact on through movement capacity. One way to lessen that impact
would be to implement a two -way -left -turn lane as part of a widening
project. A project of that sort would be difficult to accomplish, given
the constraints of the area. The area wide study also shows the
eventual need to signalize the intersection adjacent to the project
s i 1%. e. At such time, there would be the need to provide separate I ef t
turn pockets on 212th Street.
In recognition of the existing peak hour congestion on 212th
Street and the projected trip generation patterns of this particular
project , the safer and more logical . route for delivery vehicles was
deemed to be via 216th Street and the southerly drive located on 72nd
Avenue. This route would require fewer left turns across the already
busy multi -lane roadway of . 212th Street and the signal at Hiway 99 and
212th Street, which already functions at level of service '�P d u r i n o
peal, hours. The Washington State DOT is already looking into th;
installation of a signal at 216th and Hiway 99 in the forseeable
future. Use of this route would require some expense in terms of minor
widening on 72nd Avenue and some curb radius improvements to accomodate
the turning movements of both trucks and busses . A review of existing
and expected noise levels along this route should be conducted.
T�e on -site noise levels, as it would r e 1 a t e to surrounding
propert ' ies should be reviewed. Storm drainage and pollution control
devices should meet the current a p p I i c a b 1 e standards. The storm
drainage engineer will check plans submitted for compliance. He will
also examine the plans relating to sanitary sewer holding and pumping
facilities.,
Should a determination be made that 72nd Avenue W. access is not
environmentally acceptable, then the larger delivery trucks would, be
prohibited from using the southerly driveway on 72nd Ave. f or ingress
or egress. The driveway closest to the corner of 212th Street an 72nd
Avenue shall be an exit only, in any case.
Ma ;� 6-9 - q 4n