22611 76TH AVE W.PDF111111111111
6371
22611 76TH AVE W
PLANNING. DATA
_.� Sign5 --
Name:
IV
Date.
/9
Site Address- 11 - 41!�, Ave-W) 160
Plan:Check ff.: BLD2013-111/s
Project Description:
Tcop nfln' La'aAl %
Reduced Site Plan Provided: (YES Zoning:
Comprehensive Plan Designation:
q9 CDcr_,,dn� MeA,,
Map Page:
�J
Comer Lot: (YES
Flag Lot: (YES
ADB File (or date waived):*
NIA
TOTAL Area per Type of
Type of Sign
Allowed in
Matrix
conditions
Allowed
area per
Unit.
TOTAL sign
area
Proposed
zone?
met.?
unit
allowed for
sign area
this sign
Exa-ple
Wdll wlinternal
illuminabion
Yes with
conditions
ye5
it attached
41 ft. attached
Wall
41 square feet
20 5quare feet
wall
Sign #I
\14.4k 0/
St. Alk. Vec"
GV
�Q
NIA,
Sign 92
Walk 0/
N/A
Sign #3
Teu4
rcT\--&;,e4r
Ye-S
e4c., A,.,
t
s ze—
tA
TOTAL Siqn Area forTenanZYSite
Max Permitted: I SI.N.
per- ffe
.0L
Pry,ious Total:
-To Noe— rto\ted
Proposed Total.--.-z
Sign Heig&
Sign Type:
Max Permitted: 1+
4p,%.CA-
Actual Height:
.!�
Sign Type.-
Max Permitted-
1161
Actual Height:
amlc"R Nk
Sign Type:
Max Permitted:
_rJ_Q C I
Actual Height:
LighYf7g
Sign. Type: (x
Proposed- 3,
Allowed in Zone:
Vp
Sign Type:
Proposed:
C')Q C)h�a 4 eknM
A . I . lowed in Zone-
IA N /A'
11b
4,
PLANNING DATA
-- 5igns --
Sian -olqr5
Proposed:
Acceptable?
Requires Abb Approval?
St4n Location
if freestanding and 3-feet or over (unless a fence) meets setbacks?
tired Set63cks
Street-
Side:
Side:
Rear:
Actual'Selbkk5�
btreet:
Side:
Side:
Rear:
L,3nds-caping fier FreeStan4fin
FSize
Location:
Critir
Critical Areas Determination
El Study Required
0 Waiver
Other
no
�e-ce-a�4
e-
Plan Review
@T10MIE 0&6@2�1
Malb AW(BODMG W(;@R
@fp@@G M@
19(6UM@)M4@" WA
MC
"N
J
ff-, 'A N Y
Sign on,mm
Partner with the best.
PROPOSED STOREFRONT:
after
140 COMMOTIC . %31 6gn Shall , ,,,,M�jnated r1se . lis
,Commer6al enkefP
rem�vn on
...r%r� QM UnleSS t1Ae--A ,,, Mal
open j()r
oinl� 3s long as PROPOSED PYLON:
�Othinjg in this parrait approval proem shall be
Interpret.ed 08 Or Permitting the
maintenance i iany ,
nenconfo ' iij , �.-rant]Y Pxisting illegal,
r=119 or un %initted bailding, steructure
or site condition whict, is otlt�qdp r.),. -riham
--rii—�aAvtll L `"-Sr-Sulms or whether such
building, stru ure or condition is shown on the
site Ian or draw—iig Such building, structure or
conx-tlion may be th e* subject of 9. separate
enforeament action. -
MA
I—SWAAWN
H Ar% P
S - ESO
Q
0'
rHwr&NaiJsJJ .1,1
SIGN CODE:
Tenant will be permitted to Instaill one 11) illuminated sign
on the Tenaars storefront. The maximum size of the sign
shag be thirty Inches (36") high mulmurn upper and lower
projections and 1, longer than 75% of the width of the
Tlranl. d'oolsed area and In scale with the adjoining Tenant JsIgns.
The projectian of the sign from the face of the storefront
shag not exceed six Inches.
PROPOSED SIGNAGE:
(2) TWO 8 ETS: 2'-1 * x I g'-1 1-3/8' = 41.6 Square 17
ISSUES:
Permos are apected to be Issued on proposed sIgnags with no Issues
DEC .- 3 2013
DEVELOPMENT SEHVICES CTR.
CITY OF EDMONDS
FL —L-E,,T--T, E"k—S-� LINEAR LAYOUT - WITH CONTOUR BACKER - REMOTE
Scale: 3/8"=V-0" . 1 41.6 Square Feet
2'.1" Log 0
iTp
1.52" conto-ur size
Pantono 158 Orange
3M 3630-84 Tangerine
LOGO FACE:
3/16" #7328 White acrylic wl surface applied
CHANN -,,�-,',REMOTIE�
k
xsw�_
Translucent Orange & Blue vinyl as req'd
Pan one 277 Blue
,,LlEO
Building Fula
LETTER FACES:
3/16" #7328 White acrylic
..'ry 9502-T
Blocking as
Altaninurn backer
Aburninurn returns
TRIMCAP:
1 " Black Jewelite
it
_#7328 White Acryllc
needed—*N,
Tftcap
Power sup ly I
LOGO & PAYLESS
5" deep alum. - Matte Black
Black
housFr g
AD thread histare,
RETURNS:
.040 painted
Eketronle p
SHOESOURCE
3-1/2" deep .040 alum. - painted Matte Black
Acrylic face
RETURNS:
."roggle bolts
BACKS:
.063 Alum. - pre -painted White
SIGN CODE:
Alusninum backs
CONTOUR
.050 Alum. to contour shape of letters; Painted Black
Tenant will be permitted to Install one (1) ith.1nated.Ign
Tonarr,
Flooble condu
'A* minimum
—12 voftjacketed cable
BACKER:
on the shoran. b of the Can
The
had a thirty Inches (361 high m"Innumuppe, and lower
LED Illundration
projection and no longer than 75% of pre wIft of the
Primary electrical
ILLUMINATION:
Sloan White V-Series- 76.5 Lumens per foot
Tonanrs dernhad me and In scalawlth the adjoining Tenant fjord.
some
The proluflon of pan sign frorn the I ... I the torafront
shad not exceed I.Inchos.
upansion lag/ shield baft
MOUNTING:
Letters & contour flush mounted to wall surface as required;
PROPOSED SIGNAGE:
No visible fasteners
Weep holes 1/4' dia.
(2) TWO SETS: 2'-I'x 19'-1 lV80 - 41.6 Square Hot
exterior locations o*
QUANTITY:
(2) Two channel lettersets required
..MOUNTINGMEFFIOD.
Proposed elevations shown on following page
ISSUES:
PLt, _Ihd f.U_teS .0 inspection)
T.z.
NE
Pennals son BX;KtM on be Issued on proposed aips;. with ra, I
F 1, � k
R �- a 611 —d I"
C_-
2 273815 10/01/13
60
JA:
STORE #04022 ELECTRONIC FILE NAME;
22611 76TH AVENUE WEST SPACE 100
EDMONDS, WA 98026 71AILESS\ 2013 LOCS\ WA\ 04022 - EDMONDS
NOTE' PRINTS ARE THE EXCLUSIVE PROPERTY OF'MCSIGN COMPANY. ANY UNAUTHORIZED USE OR DUPLICA77ON WILL IIESULTINA 20% CHARGE PER OCCUR4NCE PER THE VALUE OF THE DISPLAY (C) MCSIGNCO 1998
Mon 0
Fortner vVith 0
Ole
DEC .- 3 2013
DEVELOPMENT SEhflhutti CTR.
CITY OF EDMONDS
=V'77
Existing Conditions
For Reference Onl)
Existing 18" x 191-6" channel
letterset to be removed; patch and
I paint as needed 1
Existing Conditions
For Reference Only
Proposed West Elevation
Scale: 3/16"= V-0"
11�7
PAC, NUMBER TICKET NO.: DATE: DATE:
3 273815 10/01/13 10/081 3 ON
REVISIONS;
revise to smaller 22' lefferset
FIDUO V�(R,%S
L
§H= IsOURCIS
JASON KELLY ON
ON
#IAYLESS\2013
STORE #04022
=WEST,
22611 76TH AVENUE ST6 SPACE 100
EDMONDS, WA 98026
LWOCS\WA\04022 - EDMONDS
NOTE: PRINTS ARE THE EXCLUSIVE PROPERTY OF'MCSIGN COMPANY. ANY UNAUTHORIZED USE OR DUPLICATION WILL RESULTINA 20% CHARGE PER OCCURANCE PER THE VALUE OF THE DISPLAY Q MCSIGNCO 1998
DEC .- 3 2013
DEVEWPIAIENT SERVi(;ES CTR.
CITY OF EDMONDS
REPLACEMENT FACES
Scale: 1/2"=l'-O*
" III-o"
face trlrn�slze
F
V-4-1/2"
face trim she
L
30 Square Feet
CABINET- Existing with 2" retainers & divider bar.,
v L Jx�
;�.l 87 Flat, White, solar grade polycarbonate faces
AtiS:
7 A
GRAP,HICS: Ae verse weeded and su-. rface ap�lield bi�k ' al,76� -081
P aque Nut Brown; Cbpy.only�jo rKu' ninate
QUANTlitY: (2) Two faces required for existing D/F Pylon
—f
16-5/8"
1
-:14"
COLOR MATCHIN
Pantone 159 C
Oracal 751-083 Op:aque Nut B:row]n
Proposed Signage
Existing Conditions
For Reference Only
DATE: REVISIONS:
089
' '- -7' " ' ' '�D
9'
8
4 2 3 7-77
959 TTLER-BLVD-, 815 10/01/13
Sinn 0
JASON KELLY
�M_NTOR;<011,1111044060 Pcrtner with th
P
'�:P—H.-"0-209-6206� JASON KELLY ON
j F `4
wiu&A�i2i7 STORE #04022
A '; T 0 C, 0, 04k
ENUEINESTSP
;22611 �776TH AV ACEIDO
S W Y, S
EDMONDS, WA 980626 �IA E 12 �L.00S.\WA\04022 -EDMONDS
NOTE. PRINTS ARE IIIE EXCLUSIVE PROPERTY OF'MCSIGN COMPANY. ANY UNAUTHORIZED USE OR DUPLICATION WILL RESULTINA 20% CHARGE PER OCCURANCE PER THE VALUE OF THE DISPLAY MCSIGNCO 1998 ' E
R E C KE go V! I E "
DEC .- 3 2013
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
CIPI OP EDMONID-s
OFFICIAL
PERM
City Of Edmonds Building Depaftent
APPROVE
D) ;17AN,
RECEIVED
DEC .- 3 2013
DEVELOPMENT SEWCES CTR.
CITY OF EDMONDS
STREET FILE
SENT -BY: XEROX Telecopier 7017; 1-27-92 ; 10:34
rl
N)
AW ROCOW08 h1M ROOM TO:
Mark C. Wait
15015 Wk.% lb.81, S.6 WS
amieva, W8*AW" "007
2062592819!4
]DECLARATION OF NON!-RUILbING AREA
1 206 828 68994 1
At"i'"I"REET RUE',.-
FRANKLIN-EDMONDS L.P., A California Limited Partnership (7ranklin'). Is the
owner of Parcels A and 9, more panieWarly described on Exhibit A attached hereto
(collectively 'Property').
1. higrodgedon. Pranklin does hereby declare and establish the easement hereinafter set
rorth subject to which the Property shall be hold, transferred. and conveyed by Franklin, his
uccemrs W assigm. This easement shall run with the land and Is for the benefit of and
hall be binding upon the owner of each Parcel, of any pan thereof, and the heirs, assigns.
guczessors, and devism of any such owner,
2. Difinittarm. For the purpose of this Declaration, the term *Remll Pad Building"
shall be defload as the single -story building of approximately 7,325 square fog now or
hereinafter existing or established on Parcel B. - .
3. Midual &4tmeafr. Franklin hereby establishes in favor of and grants and convoys
to the owner of each Parcel and the lessees, sublessees, licenam and other occupaft of the
Property, and their customers, contractors, employees and Invitees the following easement:
(a) A mutual. non-exclugive casement prohibiting consuuction of any permanent
above-Sround building structure for a distance of twenty-one Feat 0 1'-0*)
surrounding the boundary of Parcel B.
4. Cb4flicis,, Zoning ordinances, building codes and regulations, and any other
govemmtnW restrictions and requirements shall be observed. In the event of any conflict
between the Declaration and any such governmental codes, regulations. restrictions and
requirements, the more restrictive standards shall apply. Any approval of Franklin required In
this declaration, does not in any way relieve owners end ompants from obtaining approvals
required by any governmenUl body having Jurisdiction.
S. EnrarceMety. Enforcement of the provisions of the Declaration shall be by an
appropriate proceeding at law or in equity against any person, corporation or other entity
violating or attempting to violate sold provisions, either to restrain such violation, to enforce
liability, or to recover damages, or by any appropriate proceeding at law or in equity assinst
the land to enforce any lien or charge arising by virtue hereof. Franklin shall not be liable for
enforcement of or for failure to enforce sold provisions and failure of Franklin or of any owner
or occupant to enforce any of the provisions of the Declaration shall In no event be deemed a
waiver of the right to do so thereafter.
6. ft&x and ObUgatians of L&ndeC4 The charges and burdens of the Declaration are
and shall at all times be prior and therefore superior to the lien or charge or any mortsmse or
deed of trust hereafter pla;ed thereon, However, a breach of any of the easemenU, covenants,
restrictions or conditions thereof shall not defeat or tender Invalid the lion or charge of any
mortgage or deed of trust. 'Me superiority of the Declaration shall be LIMITED to the extent
t$..# thl # A 9 ac uIred ek— h sale under foreclosure of Any subaenu t morteeve
or dead of trust affected by powers of sale, judicial proceedings, or otherwise, shall be subject
to all the charges and Widons affecting the property by virtue of the Declaration, but n.ot any
lions Sled subsequent to the date of the mortgage or deed of trust.
9201240061
Post -It" brand tax transmittal memo M
F_ I
# of po'ge.6 0
E? (4/oA
romL,4
Co.
CO.
Dept.
Phorm # Ps—r—
Fax 0 q"A
'r V� -
ftx #
VOL. 2 5 2 4 PAGE 2 8 f5 ru,
4-�Jj
5.7
7'
SENT BY: XEROX Telecopier 7017; 1-27-92 10:35 2062592819-4 1 206 828 68994 2
7. PUM&n. Modifica&n and YknublaVeig. The conditions, covenants, restrictluns
mW easements set forth In the Declaration shall rum with and bind the land within the Pmperty
and shall be and remain In effect, and shall Inure to the benefit Of, and be enforceable by
Franklin of the owner of any Parcel,.their heirs, successors and MIgns; for a tam of fifty (50)
years from the date the Declaration was recorded. The Declaration may be amended by
Franklin, acting alone prior to the transfer of Otis to the Property provided for hereof, by an
Instrument In writing, propexly executed, acknowledged W filed with the SnobomIsh County
Department of Records end Elections, but such amendment shall not deprive any owner's or
occupant's rights to use Its Parcel for purposes consistent with the Declaration.
S. nirdahner. Franklin will not be liable to any owner, occupant or to any other party
for darnages, losses, liabilities or expenses suf%red by rsasond a mistake In judgment,
negligence, or nonfeasance arising In connection with any approval, disapproval or
noiftasance arising in connection with any approval, disapproval of any other liction In
connection with the Waratton or non onl'broment of any of the provisions of the
Declaration.
9. ReWIg ftig L&bgft Franklin and owner or occupant shall be bound by the
Declaration only during the period such pprson Is an owner or Occupant, except as to .
obligations, liabilities or responsibilitles that aceme during said period, Although persons may
be released under this paragraph, the covenants, conditions and mtrIctiona In the Declaration
shall continue to be beneffis mid servitude's upon the Propeny running with the land.
10. &1 a Publfc&&� Nothing contained herein or In the Declaration shall be
domed to be a glft or dedication of any portion of the property to the public or for the general
public or for any public purposes whatsoever.
DATED this-7— day of January. 199
STATE OF WASHINGTON )
COUNTY OF KING
On this, _q_ day of January, 1992. before rne, a Notary PuMic in and rot State of
Washington, duly commissioned and swom. pamnskIlY AP11014red MARK r— WOLF, to me known to be
the Individual who executed the within and foregoing instrument, and acknowlWoed the said Instrument
to be his fres end voluntary act and deed. for the um and pumoses therein mentioned.
WITNESS my hand and ofricial =&I the day and year in this cenificate above written.
t
N=Aoty
NOTA#Y LIC! In and fV!1,%h1!11S132tM111(!6
of WifitIn4r, residing at Redmond
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—420 12 40 0 6 1
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ISENT,BY: XEROX Telecopier 7017; 1-27-92 10:38 2062592819-4 1 206 828 68994 3
EXHIBIT A
POLICY NO, 36006
SCHEDULE C
PARCEL A IS GITMED IN THE STATE OF
THE LOD REFSRRED To HZREIN AND IS DZSCRIBED'AS FOLLOWS'
wAsmiNGTON, cOUNTY OF SNOHOMISH
zWa&4_" n*r of Section 29, Township 37
co=encing sit the ocuthwer-t oor
North, Range 4 East, W-14-1 the vast line of . said section
Tbence North 1*11102" 14"t &'on' 0 South line Of North 132-09
S djgt&nva all 533 . 66 feet to th the South'wast
29, the 89uthwe" quarter Of
feat of the Neat halt Of
the Southwggt quarter of said Section 291 feat to
quarter of Ig said South line, 30-01 1
Thence South s9*3410411 'Zmgt aloy being the TRUZ POINT OF
the Easterly margin of 76th Av4nu8 West'
p%G%pMXNg of the Tract Of land herein desoribedl 10mrgin, 1.32-15
along said Xgutarly the
Thence North 10111011 jqggt a Easterly m&rgin with
feet to the intarvqcticn� of 06
Easterly Mlargin Of U,,S- Highway 99' atprly inargin, 700-06
Thence North 25'1015'7" East along said Ea. . W-1
feat to the Southerly margin of 224th Street S rgin 327.63.
Thence South 99,311298, East along aid southerly mg BERG 18 SU?1
starly corner of Lot 1, BlOOK 1,
foot to the Vorthwei plat thereof recordod in
VALLEY XDDITION "0- 51 aocording.to or Snohomish County,
Volume 15 af plate, on page 55, recoxds
Wantgrly boundary of gaid
Vashinqtchl 0155130" Bast along the Southerly extension
Thence South s and the -
BERG's SUN VALLEY ADDITIC14 NO- east corner of Lot 15, Block 2'
thereof 790.26 foot to the South Juma 14 of
hingtont
OLIM YARN, according to plat thereof recorded in VO
plate, an page 75, rocordg of Snohomish COUntYr Was
Lth line of said Lot 5,
rth 89.36,37,, Wagt along the SOu feat to the
Thence NO ngion thereof, 333-29 Op OLIVER
Block 2 and the "estorly exto Block 3. of said PXAT
southvesterly corner of Lot 5P bst line of said Lot 5,
PARK) Asgt. along the We a North
Thence IlOrth 1103116" . feat to the South line of th
Black 1, a distance,of 23-35 southwast qu rter of the
oest half at the %aid a
132.00 feat of the 1, oction 291
if th*.aouthwast Vetter of amid r:,..,, feet,
SouthWast quarter a Ong snid south line# 9
-%once North 89'34104" West a' nn reety mn 00
orth 1,11,021, Wast, " aid South 11not
Thence 14 0441 went P�rallvl to' 8
thenoe North 99*34'
fo*tl tj)e BOW South line)
Thence South 1,L110211 East $0,00 feat to outh liner 60.00 feet to
Thence North 99,34,0441 jq9fist along foRid 8
the TRUE POINT OF BEGINNING;
Situate in t1le countY of Snahomiuh# St8t6 of Washington -
END or SCHEDOLE C
9.20 1240 061 9 a of 6 VOL. 2'524PAOE 28D 7
Pag
rip
A'.
x:
4.
2
-SENT BY:'XEROX Telecopier 7017; 1-27-92 ; 10:37
2062592819-+ 1 206 828 68994 4
FIRV A401CA8 '
FuLl Co.
r%FU!.,.
'92 A 24 MO :17
DEAN V. Wit LIAMt:. .1,41111
51NOMMISH C01IN; �. 1114�
JEPUtY
9K. ,
ORDER No.: 3609B
PARCEL
P 91NDFR IN SITUATED IN THE STATE
TMr OF
. LAND RgrEIMED TO IN THIr3No11QMIG1,, AND IS VVSCRZBZV AS
or M811INGTON, COUNT y
FOLLOQWS, the southwest
of the SOUthwast quarter of
That portion action 29, Township 27
the southwest quarter of S
quarter Of m described as fcllcwg:
parth, Range 4 East, W—,
said Section 29;
ancing at the Southwest corner of he West line of said
CO 11,0211 West along t
Th:nae North 01 , of the North 132 fact
Section, 533.66 feet to the south ling
of the west half of the Southwest quarter of the Southwest
quarter of the Southwest quarter:
Thence south 89,34104" Sa st 90.01 feet to the TRUE.poINT OF
BEGINNING1 -34104" East 150 feet'
Thence continuing south 09
Thence North 01,1110211 West 60 feet;
Thence North s913410411 W69t 150 f0at;t to the TRUE pOINT OF
Thence South 01,1110211 East Go. fee
BEGINNTNG. .. State of Washington.
Situate in the.COuntY of Snohomish,
9201240061
vu, 2524PAGE281158
V.
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Frc�i. NW,Comfii Real Estate Serv. Inc. PHONE No. 206 746 6595 Jan.27 1992 10:35AM P02
After Recording Return To:
MarkC. Wolf STREET FILE
Y5_015 Main Stract, Suita 203
Bellevue, Washington 98007
V13CLABAXION OF _MJSZXENTB
RECD F
ORSMSE �e - 00414-il 1. 4. 00
THIS DECLAnATXON is entered into as of this ,,day of August,
1991 by rRhNKLTx--mbxonv9 ''L.P., a California I & ited partnership
("Franklin").
A. Franklin is the owner of Parcels A and B, as more
particularly described on Exhibit A attached hereto (colleutively
"Property").
B. Franklin wichos to establich certain easements over
portione of Parcel A for the benefit of Parcel B.
NOW, THEREFORE, Franklin doer. hereby declare and establish the
easements hereinafter set forth subject to which the Property shall
be held, transferred, and conveyed by Franklin, its successors and
assign5.
FI-i 1. Definitions. For the purpose of this Declaration, the
Lf-) term "Parking Area" shall be defined as all paved parking areas and
C:D ingress and egress ways now or hereinafter existing or established
UD from time to time on Parcel A. The Parking.Area shall be subject
to easements- for the constructionf installation, maintenance,
removal, use and replacement of utilities', either now existing or
hereafter granted by the owner of Parcel A; provided, however, that
the location of any utility easement shall not interfere with
easements granted herein.
2. Easements. Franklin hereby establishes in favor of and
grants and conveys to the owner of Parcel B, and the lessees,
sublessees, licensees and other occupants of Parcel B, and their
customers, contractors, employees and invitees, a. non-exclusive
easement for ingress, egress and passage of pedestrians into, out
of, on, over and across the Parking Area on Parcel A; an exclusive
easement for the parking of twenty five (25) vehicles in that
portion of the Parking Area on Parcel A at the approximate location
depicted by crosshatching on Exhibit B; and an exclusive easement
tor the construction of up to two (2) trash enclosures on Parcel A
adjacent to the building to be constructed on Parcel B, but not in
excess of three hundred sixty (360) square feet in area, in the
aggregate, together with - a non-exclusive. easement for access
thereto and egress therefrom.
3. Maintenance. The owner of Parcel A shall maintain and
keep lighted during the hours required under leases of Parcel A the
Parking Area located on Parcel A, which maintenance shall include
cleaning, including. snow removal, sweeping, spraying and litter
2049/001:08/12/91:MSC546 DECLEASE
EXCISE TAX NOT nEQUIRED
Kin i C*. pwor
Div' ion
Fr8m":, NLJ Co�m Real Estate Serv. Inc. PHONE No. : 206 746 6595 Jan.27 1992 10:36AM PO4
pickup; repairs and maintenanco of the curface areasp inQluding
repainting parking stripes and directional - graphics, ancl
rocUrfacing and repairs to abutments; and repairs and maintenance
of signs,. diroctional devicea and lighting standards, inclu ' ding
cloaning, painting and replacement. The owner of Parcel B shall
reimburse the ownor of* Parcel A for the former's share of such
maintenance and lighting costs on a monthly baei3 within ten (10)
clays of tha receipt of an invoioa therefor. The Parcel B 5hare of
ouch coats shall be in the ratio that the area of the building on
Parcel B beara to the area of building on both Parcels A and B.
4. Taxes. The owner of Parcel A agrees to pay or cause to
be paid prior to delinquency, directly to the appropriate taxing
authorities all real property taxes and assessments which are
Juvied against the Parcel A Parking Area.
S. indemnity. Each owner of each Parcel shall indemnify,
defend and hold the owners of the other Parcel harmless from any
liability, damages, expenses, causes of action, suit, claim or
judgment arising from injury to persons or property occurring on
the first owner's Parcel, except to the extent caused by the act or
neglect of ' another Parcel owner or its tenants, employees,
cc contractors, guests or invitees.
6. Liens. The owner of Parcel B shall not take any action
which will result in the filing of a mechanic's.or materialmen's
lien against Parcel A.
7. gUf9gqgment-
(a) Enforcement of the provisions of the Declaration
shall be an appropriate proceeding at law or in equity against any
person, corporation or other entity violating or attempting to
violate said provisions, either to restrain such violation, to
enforce liability, or to recover damages, or by any appropriate
proceeding at iaw or in equity against the land to enforce any lien
or charge arising by virtue hereof, as provided for more fully in
paragraph 7(b) hereof. Franklin shall not be liable for
enforcement of or for failure to enforce said provisions and
failure of Franklin or of any owner or occupant to enforce any of
the provisions at the Declaration shall in no event be deemed a
waiver of the right to do so thereafter.
(b) If an owner or occupant fails to comply with the
provisions of the Declarationo Franklin may notify said owner or
occupant of such conditions, in writing, and if it doesso, shall
detail, in writing, any and all work which must be performed by
said owner or occupant to bring said Parcel into compliance with
the provisions of the Declaration, and Franklin shall allow thirty
(30) days, then in that event Franklin shallt'in addition to.all
2049/001:08/i2/91;MSC546 OECLEASE
From':: NLJ,Cgmm Real,Estate Serv. Inc. PHONE No. : 206 746 6595 Jan.27 1992 10:36AM P03
other ramedies it may have at law or in equity, have the right to
perform such obligation on behalf of the de.faulting owner or
occupant and be raimbur3ed by such defaulting owner for the cost
thereof with interest thereon at the rate or eighteen percent (ia%)
per annum, but not in excess of the maximum rate then permitted by
law. Any such claim for reimbursement, together with interest,
shall be a neoured right and a lien shall attach and take etrect
upon recordation of a claim with the Snohomish County Department of
Records and Elections. The lien shall attach from the date oZ
recordation in the amount claimed thereby, plus costs of
enforcemont including attorneys' fees, and it may be enforced in
any manner allowed by law for the foreclosure of lien.
Notwithstanding the foregoing, such lien shall be subordinate to
any mortgage or deed of trust given in good faith and for value now
or hereafter encumbering the Parcel and any purchaser at any
foreclosure or trustee's sale (as well as grantee by deed in
foreclosure or trustee's sale) under any first mortgage or deed of
trust shall take the Parcel, free and clear from any such then
existing lien, but otherwise subject to the provisions of the
declaration. The failure of Franklin to insist upon the strict
performance of any of the promises, covenants, conditions,
restrictions of agreements herein, shall not be construed as a
,,j waiver or relinquishment for the future breach of the provisions
hereof.
S. Ricthts-- -and Obligations of Lenders. The charges and
burdens of tSe Declaration are and shall at all times be prior and
therefore superior to the lien or charge of any mortgage or deed of
CT) trust hereafter placed thereon. However, a breach of any of the
easements, covenants, restrictions or conditions thereof shall not
defeat or render invalid the lien or charge of any mortgage or deed
..of trust. The superiority of the Declaration shall be LIMITED to
the extent that title to any property acquired through sale under
foreclosure of any subsequent mortgage or deed of trust effected by
powers of sale, judicial proceedings, or otherwise, shall be
subject to all the charges and burdens affecting the property by
virtue of the Declaration, but not any lien filed under terms of
paragraph 7 hereof subsequent to the date of the mortgage or deed
of trust.
9. puration. Modification and Termination. The easements.
hereby granted, the restrictions hereby imposed -and the agreements
set forth in the Declaration shall run with and bind the land
within the Property and shall be and remain in effect, and shall
inure to the benefit of, and be enforceable by Franklin or the
owner of any Parcel, their heirs, personal representatives,
successors and assigns and persons claiming -through or under this
for a term of fifty (50) years from the date the Declaration was
recorded. The Declaration may be amended by Franklin, acting alone
prior to the transfer of title to either Parcel A or Parcel B by an
-3-
2049/001:08/12/91:MSC546 DECLEASE
Feorh NW,Cbmm Real Estate Serv. Inc. PHONE No. : 206 746 6595 Jan.27 1992 10:37AM P05
instri.iment in writing, properly exocuted# acknowledged alld f iled
with the Snohomish County D ' epartment of Records and Elections, but
guch- amendment chall not deprive any then -existing ownerls*or
,occupant's rights' to use its Parcel for purposes consistent with
the Declaration.
10. Severability. Invalidation of any one or more of thia
provimions of the Declaration by judgment or court order shall in
no way affect any of the othor provisions hereof which shall remain
in full forcQ and Qffiact.
11. picclaima . Franklin will not he liable to any owner,
occupant or to any other party for dainages, losses, liabilities or
expenses suffered by reason of a mistake in judgment, negligence,
or nonfeasance arising in connection with any*Approval, disapproval
or nonfeasance arising in connection with any approval, disapproval
or any other action in connection with the Declaration or
nonenforcement of any of the provisions of the Declaration.
cc 12. Release from Liability. Franklin and owner or occupant
C\j shall be bound by the Declaration only. during -the period such
person is. an owner or occupant, except as to obligations,
liabilities or reuponsibilities that accrue during said period.
Although persons may be released under this paragraph, the
Co covenants, conditions and restrictions in the Declaration shall
C) continue to be benefits and servitudes upon the Property running
with the land.
13. Reservation. Franklin reserves for himself and the
successor owner of Parcel A and their personal representatives,
heirs, assigns, lessees, sublessees, licensees and other occupants
of Parcel A, and their respective customers, contractorst employees
and invitees the right at all times and for any purpose to cross
and recross at any place of the Parking Area and to use the Parking
Area in any manner that will not materially interfere with the
rights granted to the owner of Parcel B hereunder.
14. Not a Public Dedication. Nothin
the Declaration shall be deemed to be a :
portion of the Property to the public f
for any public purposes whatsoever.
DATED this �a day of August, 99_,
r W,
Partner
ontained herein or in
or dedication of any
the general public or
L
dging/oftera
-4-
2049/001:08/12/91:HSC$46 DECLEASE
STATE OF WASHINGTON
COUHTY OF
On this ._A�day of August, 1991, before me,' a Notary Public
in and -for the State of Washington, duly commissioned and sworn,
personally appeared Mark C. Wolf , known to me to be the individual
named in and who executed the foregoing document, and acknowledged
to me that he signed the same as his free and voluntary act and
deed for the uses and purposes therein mentioned.
. I certify that I know or have zAtigfactory evidence that the
person appearing before
me and making this acknowledgment is the
person whose true signature appears on this document.
WITNESS my hand and
official seal hereto affixed the day and
year in this certificate
ab" writte
Ikmz
I 14,11
\.00Klq4,, I
. " R-,
NOT Y PUBLIC in and f� th Sta e
Zr
Washington, residing a
CC
My commission expires
C111j
Lr)
CC)
C.:)
2049/001:08/12/91:MSC546 OECLEAVE
EXHIBIT A
POLI-CY No..-36006
SCHEDULE C
PARCEL A IN THE STATE OF
p
'p
TO H 'E:Cj; IS SITUATED FOLLOWS:
THE LAND SNOHOMISH AND IS DESCRIBED
WASHIEGTONP COUNTY OF
at the Southwest corner of Sootion 29, Township 27
Conmencing 1 W.14* I Of gaid Section
North, Range 4 East Wgrpt along the W69t lil"O
Thence North j.*1110211 h line of xorth 132.00
29r a diStan0a of 533.66 feet to the $Out of the Southwest
feet or the West halt of the southwest cfuart`�
outhwest quarter of said Section 29;
quarter Of the S 10411 -East along said south line, 30-01 fest- to
Thence South a9*34 Avenue West, being the TRUE poiXT Of
the Easterly margin of 76th arein described;
G of the Tract Of land h tig said Eastarll� marelinr 13-2.15
Lr) BEGINNXN 1110211 We5t alOr� tarly juargin with .,the
Thence North I'
CD feet to the 'intersection.. of said Ea
L0 Easterly margin of U-3, Highway 99; id Easterly margin, 70 . 0-08
00 Thence North 25*18T5711 East along sa.
C:D feet to the Southerly margin of 224th Stre*t S-W';
Cn Thence South 8913112911 East along said southerly margin 327.63
feet to the Northweaterly Corner of Lot 1, BlocX lF BBRGIS SUN
5, according to Plat thereof recorded in
VALLEY ;LDOITION NO. s of Snohomish cOuntyr
Volume, 15 of plats, on page 55, rccord
Washington; !S51301T East along the Westerly boundary Of said
Thence South 0 5 and the '80titherlY 9xtengion
y 'ADDITION NO- Block 2,
RERG 1 S SUN VhLLE- - the Southeast corner of Lot 5,
thereof 790-26 fe ' at to thereof recorded in Volume 14 of
OLIV,ER pARK, according to Plat Washington;.
plats, on page 76, records of Snohoraish County?
t along the South line of said Lot 51
Thence North 896303711 Wes sion thsreOf, 333.28 feet to the
Block 2 and the Westerly exten Block I Of said pLAT OF OLIVEP'
SouthWestarly corner . ot Lot 5 r 0 of said tOt 5 1
PARK; 03,161, Waist along the West lin ' North
Thanue North 1 uth line of the
Block 11 a distance Of 23-35 f!eet to tho SQ
132.00 feet of tho West half of the %a id Southwest quarter of thG
17tai! of said Section 29;
Southwest quarter of the 910uthw8st Va] South line? 93.,31 feah;
Thance.North 89'34'04" W06t alotlg 6aid
Thence North 1,11,02" West, 60.00 foet;o said South line, 150,00
lrhancr4 North 8963410411 Ve8t Patalls' t
feet; L41110211 East 60.OQ fOat to the said South line;
Thenco ,;outh .' I wn8t along said South line, 60-00 feet to
Thenoe 1-jorth 89134104'
the TRUE POIN'r ak- BEGINNTITCt state f 14ashington.
o4
Situate in the COullty
END OF SCHEDULE C
Page 6 Of 6
Ir. C
ORDER No.: 36058
PARCEL B
,.AND REFERRED TO IN THIS BINDER IN SITUATED IN THE STATE
THE TY OF SNOHOMISH, AND :ES DESCRIBED AS
OF WASHINGTON, COUN
FOLLOWS:
That portion of the southwest quarter of the southwes.t
Southwest quarter of section 29 , Township 27
iquarter of the described as follows:
North, Range 4 East, W-K-,
commencing at the Southwest corner of said Section 29;
Thence North 01*1110211 west along the West line of! said
Section, 533.66 feet to the south line of the North 132 feet
of tho wqst half Of tile southwest quarter of the southwest
quarter ot tht, Scutllwl-dst quartcro TRUE,poINT OF
Thence Sout1l sq*34104" EaSt 90-01 feet to tha
BEGINNINC04 uing south $9*340041t Ea!jt 150 fOet;
Thance Qontin i W4�,t3t Go egati
Thence North 01,1-L'02'
Thene.-A- morUl 8913410411 West 150 fp-p-t'; to tile TRUE POINT OF
Thence South 01'1110")'" Ealst 60 fAnt
BEGINNING.
Situate in the counUy of Snohomizh, state . of Washington.
90d WUZZ:OT Z66T S6G9 9t74 90E : 'ON 3NOHd -Oul -A-1aS aleIS3 lead WWOD MN : WOUJ
EXHIBIT B
224TH STREET
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COURMY MCOkbM 0M.Y....
NO LIABILMY FORVALUXIT AND OR
ACCURACY ASSUMM BY FMST AKMCAN
TWIMURAN
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-0E0r_rECH
CONSULTANTS, INC-
13256 N.E. 20th St. (Northup Way), Suite 16
Bellevue, WA 98005
(206) 747-5618
(206) 343-7959
sot f FILE 0. C� 3
?EV(1A11
Freiheit and Ho, Architects
10940 Northeast 33rd Place., Suite 202
Bellevue, Washington 98004
Attention: Richard Freiheit, President
Subject: Geotechnical Engineering Study
Proposed Retail Building
Pacific Highway at 76th Avenue West
Edmonds, Washington
Gentlemen:
October 28, 1991
JN 91324
We are pleased to present this geotechnical engineering report
for the proposed retail b ' uilding to be constructed adjacent to
the existing K-Mart building at Pacific Highway and 76th
Avenue West in,Edmonds, Washington. The purpose of our work
was to explore site surface and subsurface conditions and to
provide general earthwork recommendations and design criteria
for foundations and earthwork. The work was authorized by
your acceptance of our proposal, P-9449 dated January 22,
1991.
The subsurface conditions of the proposed building site were
explored with three test pits. The explorations encountered
up to 4 feet of fill and loose to medium -dense, native soil
underlain by medium -dense to dense native soil. In our
opinion, the proposed structure may rest on conventional'
foundations bearing on the medium -dense to dense native soils.
Depending on final site grades, some overexcavation may be
necessary to expose bearing soils.
The attached report contains a discussion of the study and our
recommendations. if there are any questions, or if we can be
of further service, please clontact us.
Respectfully.submitted,
GEOTECH CONSULTANTS, INC.
'05',,e, R. Fin ey, Jr. P.E.
Principal
STREET FILE
GEOTECHNICAL ENGINEERING STUDY
PROPOSED RETAIL BUILDING
PACIFIC HIGHWAY AT 76th AVENUE WEST
EDMONDS, WASHINGTON
This report presents the findings and recommendations of our
geotechnical engineering study for the site of the proposed
retail building in Edmonds, Washington. The general location
of the site is illustrated on the Vicinity Map, Plate 1.
Based on preliminary plans furnished to us, we anticipate that
the building will consist of a 7,776-square-foot structure to
be used as a retail building.
Development of the property is in the planning stage,
therefore only conceptual plans were available to us. The
site plan given to us included the footprint of the proposed
structure, located some neighboring structures, but did not
provide topographic information.
SITE CONDITIONS
The site is a rectangular property with dimensions.of 150 by
60 feet located in the southwestern portion of the K-
Mart/Payless Drugs parking lot at the intersection of Pacific
Highway and 76th Avenue West in Edmonds, Washington. With the
exception of an approximately 4-foot-high slope restricted to
the southern edge of the property, the site is relatively
level. Soills exposed on the majority of the site, although
the pavement from the surrounding parking lot covers a portion
of the northwest corner and a strip along the northern side of
the site. The site is presently being used as a parking area.
The North Village Professional Center and a retail tire outlet
occupy the property to the south of the site. The site is
surrounded on the other three sides by the paved parking lot.
The subsurface conditions were explored by three test pits at
the approximate locations shown on the Site Exploration Plan,
Plate 2. The field exploration program was based upon the
subsurface conditions revealed during excavation, the.scope of
work outlined in our proposal, and time and budget
constraints.
GEOTECH CONSULTANTS, INC.
Freiheit and Ho, Architects JN 91324
October 28, 1991 Page 2
The test pits were excavated on October 9, 1991 with a rubber -
tired backhoe owned and operated.by Evans Brothers Excavating.
A geotechnical engineer from our staff observed the excavation
process, logged the test pits, and obtained representative
samples of the soils encountered. "Grab" samples of selected
subsurface soils were collected from the backhoe bucket. The
Test Pit Logs are attached to this report as Plates 3 and 4.
Our explorations encountered between 1-1/2 feet to 4 feet of
gravelly, silty sand fill which was dense in heavy traffic
areas and medium -dense in less traveled areas. Concrete
debris, sometimes quite large, was encountered in the fill
soil. The fill was underlain by approximately 1 to 1-1/2 feet
of weathered, native, red -brown, gravelly, silty sand in the
test pits. The weathered sand ranged in density from loose to
medium -dense to*dense. Test Pit 2, located in the eastern
portion of the property, encountered 5-1/2 feet of medium -
dense to dense, silty, sandy gravel below the red -brown native
sand.- The gravel was underlain by a dense, gray, gravelly,
silty sand. Medium -dense to dense gray, gravelly, silty sands
were encountered underlying the reddish -brown., native sand in
the other two test pits.
The final logs represent our interpretations of the field logs
and laboratory'tests. The stratification lines on the logs
represent the approximate boundary between soil types at the
exploration locations. In actuality, the transition may be
gradual. The relative densities and moisture descriptions
indicated on the Test Pit Logs are interpretive descriptions
based on the conditions observed during excavation. The logs
should be reviewed for specific subsurface information at the
locations tested.
No groundwater seepage was observed. it should be noted that
groundwater levels vary seasonally with rainfall and other
factors. We anticipate that groundwater could be found
between the near surface weathered soil and the underlying
denser soils and in the more permeable sands and gravels.
GEOTECH CONSULTANTS, INC.
Freiheit and Ho, Architects JN 91324
October 28, 1991 Page 3
CONCLUSIONS AND RECOMMENDATIONS
it is our opinion that the prop9sed retail building Tay rest
on conventional foundations bearing on competent, medium -dense
to dense, native soil. As fill and weathered soil encountered
varied in thickness between 2-1/2 to 5 feet, it appears that
overexcavation will be necessary to expose bearing soil if the
finished floor levels for the proposed structure are near
existing site grades. .
it would be possible to place lightly loaded foundations on
the weathered native soils, if these soils could be compacted
to 95 percent density as described in the later sub -section
entitled GENERAL EARTHWORK AND STRUCTURAL FILL. However,
these soils are moisture sensitive and will be difficult to
adequately compact when wet. Geotech, Consultants, Inc.
personnel should verify that suitable bearing soils are
encountered at the depth, of the excavation.
The on -site, native gravel may be used as structural fill. If
it is possible.to remove debris from the fill soils, on -site
fill soils and native sand soils may be used as structural
fill in dry weather. The on -site soils are silty and thus
moisture sensitive. it is difficult to adequately compact
moisture sensitive soils when they are wetter than optimum
moisture content.
It is recommended that Geotech
final plans to verify that
engineering considerations are
changes in the plans or design
considerations that become more
Consultants, Inc. review the
site specific geotechnical
addressed. We may recommend
criteria, based on geotechnical
evident during the review.
The proposed structure can, be supported on conventional
continuous and spread footings bearing on undisturbed, medium -
dense to dense, competent, native soils or on str ' uctural fill
placed above competent native soils. See the later sub-
GEOTECH CONSULTANTS, INC.
0 0
Freiheit and Ho, Architects JN 91324
October 28, 1991 Page 4
section entitled GENERAL EARTHWORK AND STRUCTURAL FILL for
recommendations regarding structural fill placement and
compaction beneath structures. continuous and individual
spread footings should have minimum widths of sixteen (16)
and twenty-four (24) inches, -respectively, and should be
bottomed at least twelve (12) inches below the lowest adjacent
finish ground surface. The footing subgrade must be cleared
of loose or disturbed soil prior to pouring concrete.
Depending upon site and equipment constraints, this may
require removing the disturbed soil by hand.
Some overexcavation may be required below footings to expose
competent native soils. Unless lean -concrete is used to fill
the overexcavated hole, the overexcavation must be at least as
wide at the bottom as the sum of the depth of the
overexcavation and the footing width. For example, an
overexcavation extending 2 feet below the bottom of a 3-foot-
wide footing must be at least 5 feet wide at the base of the
excavation.
Footings constructed according to the above recommendations
and bearing directly on undisturbed, medium -dense to dense
native soil or lean concrete placed on undisturbed, medium -
dense to dense native soil may be designed for an allowable
soil bearinypsfr)e.ssure of three thousand (3000) pounds per
square foot Footings bearing on reddish -brown, silty
sand (weathered native loam) compacted to 95% density or on
structural fill placed on competent native soil may be
designed for an allowable soil bearing pressure of two.
thousand (2000) pounds per sqyare foot (psf). A one-third
increase in this design bearing pressure may be used when
considering short-term wind or seismic loads. For the above
design criteria, it is anticipated that total post -
construction settlement of footings founded on competent,
native soils or on structural fill up to five (5) feet in
thickness will be about one-half inch, with differential
settlements on the order of one -quarter inch.
Lateral loads due to wind or seismic forces may be resisted by
friction between the foundations'and the bearing soils, or by
passive earth pressure acting on the vertical, embedded
portions of the foundations. For the latter condition, the
foundations must either be poured directly against relatively
level, undisturbed soil or level structural fill must be
placed around the outside of the foundation. We recommend
the following design values be used for the foundation's
resistance to lateral loading:
GEOTECH CONSULTANTS, INC.
Freiheit and Ho, Architects
October 28, 1991
Design
Parameter Value
coefficient of Friction 0.45
Passive Earth Pressure 300 pcf
Where:
(1) Pcf is pounds per cubic foot
(2) Passive earth pressure is
computed using the equivalent.
fluid density.
JN 91324
Page 5
if the ground in front of the foundation is loose or sloping,
the passive ' earth pressure given above will not be
appropriate. We recommend that a safety factor of at least 1.5
be used for design of the foundation's resistance to lateral
loading.
The site is located within seismic zone 3 as illustrated on
Figure No. 2 of the 1988 Uniform Building Code (UBC). In
accordance with Table 23-1 of the 1988 UBC, the site soil
profile is best represented by Profile Type S2.
The building floors may be constructed as slabs -on -grade on
competent on -site fill soils or native soils or structural
fill placed over competent . native soils. The subgrade soils
must be in a firm, non -yielding condition at the time of slab
construction. Any soft areas encountered should be excavated
and replaced with select imported structural fill.
All slabs -on -grade should be underlain by a capillary break
layer consisting of a minimum four (4) inch thickness of free -
draining granular structural fill with a gradation similar. to
that discussed later in PERMANENT FOUNDATION AND RETAINING
WALLS. in areas where the passage of moisture through the
slab is undesirable, a vapor barrier such as a 6-mil plastic
membrane should be placed beneath the slab. Additionally,
sand should be used in the fi,nal grading process to reduce
damage to the vapor barrier and to provide uniform support
under the slab.
GEOTECH CONSULTANTS, INC.
Freiheit and Ho, Architects JN 91324
October 28, 1991 Page 6
Retaining walls backfilled on one side only should be designed
to resist lateral earth pressures imposed by the soils
retained by these structures. The following(lrecommended
design parameters are for walls less than twelve 2) feet in
height which restrain level backfill:
Design
Active Earth Pressure* 40 pcf
Passive Earth Pressure 300 pcf
coefficient of Friction 0.45
Soil Unit Weight 125 pcf
Where:
1) Pcf is pounds per cubic foot
2) Active and passive earth pressures
are computed using equivalent fluid
densities.
For restrained walls which cannot deflect at
least 0.002 times the wall height, a uniform
lateral pressure of one hundred (100) psf
should be added to the active equivalent
fluid pressure.
The values given above are to be used for design of permanent
foundation and retaining walls only. The passive pressure
given is appropriate only for the depth of level structural
fill placed in front of a retaining or foundation wall. An
appropriate safety factor should be applied when designing the
walls. we recommend using a factor of safety of at least 1.5
for overturning and sliding..
The above design values do not include the
hydrostatic pressures behind the walls and
surcharge slopes or loads will be placed above
these conditions exist, then those pressures
effects of any
assume that no
the walls. if
should be added
GEOTECH CONSULTANTS, INC.
[ ]l
0
Freiheit and Ho, Architects
October 28, 1991
JN 91324
Page 7'
to the above lateral pressures. Also, if sloping backfill is
desired behind the walls, then we will need to be given the
wall dimensions and slope of the backfill in order -to provide
the appropriate design earth pressures.
Heavy construction equipment should not be operated behind
retaining and foundation walls within a distance equal to the
height of the wall, unless the walls are designed for the
additional lateral pressures resulting from the equipment.
Placement and compaction of retaining wall backfill should be
accomplished with hand -operated equipment.
Retaining Wall Backfill
Backfill placed behind any retaining or foundation walls
should be free -draining structural fill containing no
or3anics. This backfill should contain no more than five
(5 percent silt or clay particles and have no particles
greater than four (4) inches in diameter. The percentage
of particles passing the No. 4 sieve should be between 25
and 70 percent. Due to their high silt content, on -site
soils should not be used as retaining wall backfill.
The purpose of these backfill requirements is to assure
that the design criteria for the retaining wall are not
exceeded because of a build-up of hydrostatic pressure
behind the wall. The top foot to eighteen inches of the
backfill should consist of a relatively impermeable soil
or topsoil, or the surface should be paved. The sub-
section entitled GENERAL EARTHWORK AND STRUCTURAL FILL
contains recommendations regarding placement and
compaction of structural fill behind retaining and
foundation walls.
in no case should excavation slopes be greater than the limits
specified in local, state, and national government safety
regulations. Temporary cuts to a depth of about four (4) feet
in'unsaturated soils may be attempted vertically. Based upon
Washington Administrative Code,(WAC) 296, Part N, the soil
type at the site would be classified as Type B, and therefore
slopes greater than four feet cannot be excavated steeper than
1:1 (Horizontal: Vertical). it should be noted that sands do
cave suddenly and without warning. Utility contractors should
be made especially aware of this potential danger..
GEOTECH CONSULTANTS, INC.
so
0
Freiheit and Ho, Architects
October 28, 1991
JN 91324
Page 8
All permanent cuts 'into native soils should be inclined no
steeper than 2:1 (H:V). Fill slopes should not be constructed
with an inclination greater than 2:1 (H:V). Water should not
be allowed to flow uncontrolled over the top of any slope.
Also, all permanently exposed slopes should be seeded with an
appropriate species of vegetation to reduce erosion and
improve stability of the surficial layer of soil.
No groundwater was observed during our field work. however,
seepage into the planned excavation is possible, and if
encountered should be drained away from the site by use of
drainage ditches, perforated pipe, French drains, or by
pumping from sumps interconnected by shallow connector
trenches at the bottom of the excavation.
The excavation and site should be graded so that surface water
is directed off the site and away from the tops of slopes.
Water should not be allowed to stand in any area where
foundations, slabs, or pavements are to be constructed. Any
exposed slopes should be covered with plastic to minimize
erosion. Final site grading in areas adjacent to the building
should be sloped at least two (2) percent away from the
building, except where the area is paved.
Stru ' ctural fill is defined as any fill placed under the
building, behind permanent retaining or foundation walls, or
in other areas where the underlying soils need to support
loads. Geotech Consultants, Inc. should observe site
conditions during -and after excavation prior to placement of
any structural f i I I .
All structural,fill should be placed in horizontal lifts Vith
a moisture content at or near the optimum moisture content.
The optimum moisture content is that moisture content which
results in the greatest.compacted dry density. The moisture
content of fill soils is very important and must be closely
controlled during the filling and compaction process.
The allowable thickness of the fill lift will depend on the
material type, compaction equipmentused, and the number of
passes made to compact the lift. in no case should the lifts
GEOTECH CONSULTANTS, INC.
0 0
Freiheit and Ho, Architects JN 91324
October 28, 1991 Page 9
exceed twelve (12) inches in loose thickness. The following
table presents recommended relative compaction for structural
fill:
Beneath footings,slabs or
walkways
Behind retaining walls
Mi ni mum Rel ati ve
Compaction
951-1.
90-0.
Beneath pavements 95% for upper 12 inches
of subgrade, 90% below
that level
Where: Minimum Relative Compaction is the ratio,
expressed in percentages, of the compacted
dry den sity to the maximum dry density, as
.determined in accordance with ASTM Test
Designation D-1557-78 (Modified Proctor).
Use of On -Site Soils
if grading activities take place during wet weather, or
when the silty on -site soils are wet, site preparation
costs may be �igher because of delays due to rains and
the potential need to import granular fill. The on -site
soils are generally silty and thus moisture sensitive.
Grading operations will be difficult when the moisture -
content of these soils exceeds the optimum moisture
content, and the soils will become very difficult to
compact adequately as well.
moisture sensitive soils may also be- susceptible to
excessive softening an ' d "pumpi-ng" from construction
wt
equipment traffic when' he moisture content is greater
than the optimum moisture content.
GEOTECH CONSULTANTS, INC.
0 0
Freiheit and Ho, Architects JN 91324
October 28, 1991 Page 10
ideally, structural fill which is to be placed in wet weather
should consist of a granular soil having no more than five (5)
percent silt or clay particles. The percentage of particles
passing the No. 200 sieve should be measured from that portion
of the soil passing the three -quarter -inch sieve..
LIMITATIONS
T . he analyses, conclusions and recommendations contained in
this report are based on site conditions as they existed at
the time of our exploration and assume that the soils
encountered in the test pits are representative of the
subsurface conditions of the site. if the subsurface
conditions encountered during construction are significantly
different from those observed in the explorations, or assumed
to exist in the excavations, we should be advised at once so
that we can review these conditions and reconsider our
recommendations where necessary. unanticipated soil
conditions are -commonly encountered on construction sites and
cannot be fully anticipated by merely taking soil samples in
test pits. Subsurface conditions can also vary between
exploration locations ' Such unexpected conditions frequently
. require that additional expenditures be made to attain a
properly constructed project. It is recommended that the
owner consider providing a contingency fund to accommodate
such potential extra costs and risks.
This report has been prepared for the exclusive use of
Freiheit and Ho Architects, Inc. and their representatives for
specific application to this project and site. Our
recommendations and conclusions are based on the site
materials observed, and selective laboratory testing and
engineering analyses. The conclusions and recommendations are
professional opinions derived in accordance with current
standards of practice within the scope of our services and
within budget and time constraints. No warranty is expressed
or implied. The scope of our services does not include
GEOTECH CONSULTANTS, INC.
Freiheit and Ho, Architects JN 91324
October 28, 1991 Page 11
services related to construction safety precautions and our
recommendations are not intended to direct the contractor's
methods, te6h.niques,. sequences or procedures, except as
specifically described in our report for consideration in
design. We recommend,that this report, in its entirety, be
included in the project contract documents for the information
of the contractor.
it is recommended that Geotech Consultants, Inc. provide a
general review of the geotechnical aspects of the final
design and specifications to verify that the earthwork and
foundation recommendations have been properly interpreted and
implemented in the design and project specifications.
It is also recommended that Geotech Consultants, Inc. be
retained to provide geotechnical consultation, testing, and
observation services during construction. This is to confirm
that subsurface conditions are consistent with those indicated
by our exploration, to evaluate whether earthwork and
foundation construction activities comply with the intent of
contract plans and specifications, and to provide
recommendations for design changes in the event subsurface
conditions differ from those anticipated prior to the start of
construction. However, our work will not -include supervision
or direction. of the actual work of the contractor, his
employees or agents. Also, job and site safety, and
dimensional measurements, will be the responsibility of the
contractor.
GEOTECH CONSULTANTS, INC.
Freiheit and Ho, Architects, JN 91324
October 28, .1991 Page 12
The following plates are attached and complete this report:
Pl ate 1 Vicinity Map
Pl ate 2 Site Exploration Plan
Plates 3 - 4 Test Pit Logs
Plate 5 Grain Size Analysis
Attachments
BDN/JRF:cka
Respectfully submitted,
GEOTECH CONSULTANTS, INC.
Bruce Novakovich
Geotechnical Engineer
. F1
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VICINITY MAP
GEOTECH
PACIFIC HWY AT
CONSULTANTS
76th AVENUE W.
EDMONDS9 WASHINGTON
AJob
No.:
D":
Logood By: Pkit.
9132
OCT 1991
z
PROPOSED BUILDING
TP-2 W
JTP-3
EXISTING
BUILDING
(K-MART)
LEGEND:
(j APPROXIMATE TEST PIT LOCATIONS
�At GEOTECH
CONSULTANTS
SITE EXPLORATION PLAN
PACIFIC HWY AT
76th AVENUE W.
EDMONDS9 WASHINGTON
dob No. to Role
1901
91324 I -Do 2
TEST PIT 1 0
USCS
fill
5.4
SM X
T `
15.7 .. ....
5
TTTT:
4.6 : : ' - :
.. SM
T
10
15
0
5
10
15
fill
Gray, gravelly, silty SAND, fine to coarse grained,
mn*qt. dt-mzt- (fill)
Reddish -brown, gravelly, silty SAND, fine to coarse
grained, loose.
Gray, gravelly, silty SAND, fine to coarse grained, moist,
medium -dense to dense.
becomes dense
Test pit terminated at I I feet below existing grade on 10-9-91.
No groundwater seepage encountered during excavation.
No caving.
TEST PIT 2
Reddish -brown, gravelly, silty SAND, fine to coarse grained,
moist, dense (fill).
Gray, gravelly, silty SAND, fine to coarse grained, moist,
dense (fill).
!.?-0.
Reddish -brown, gravelly,
\medium -dense to dense.
fine to coarse
moist,
!R
ddi h-bTown to gray, silty, sandy GRAVEL, moist, medium -dense
Re is
5.0
to dense.
Gray, gravelly, silty SAND, fine to coarse grained, moist, dense.
Test pit terminated at 10 feet below existing grade on 10-9-91.
No groundwater seepage encountered.
No caving.
-rdl5)k A
-M& -Air GEOTECH
CONSULTANTS, INC-
TEST PIT LOGS
PACIFIC HWY AT
76th AVENUE W.
EDMONDS, WASHINGTON
Job No: Date. Loggedby: 1plal�
91324 OCT 1991 BDN
I I . I
9
TEST PIT 3 0
5
10
is
USCS
11.1-1.1-IT-Tr
Gray, gravelly, silty SAND, fine to coarse grained, moist,
medium -dense (fill) (concrete debris). becomes less silty
large piece concrete encountered
Reddish -brown, gravelly, silty SAND, fine to coarse grained, moist,
medium -dense. becomes gray
Test pit terminated at 5 feet below existing grade on 10-9-91.
No groundwater seepage encountered during excavation.
No caving.
GEOTECH
Jt'X4 CONSULTANTS, INC.
TEST PIT LOGS
PACIFIC HWY AT
76th AVENUE W.
EDMONDS, WASHINGTON
Job No: Date: jLoggedby: Plate-
91324 OCT 1991 BDN 4
��v NIQ
14
A%.
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I Kii X 11
EDMONDS
DEPARTMENT OF BUILDINGS
CERTIFICATE OF OCCUPANCY
UNIFORM BUILDING CODE SECTION 307
22611 76th Avenue West, #101 Building Permit Number
Occupancy established by this certificate:
Floor Load signs in place (per Sec. 23o8 U.B.C.) Capacity signs 49 posted (per Sec. 3302(c) U.B.C.)
Floor load and room capacity signs, when required, inust remain posted at all times.
Owner of Building Northwest Real Estate Services Address 15015 Main Street, #203, Bellevue
THE McDONALDS EXPRESS HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH
THE'REQUIREMENTS OF THE UNIFORM BUILDING CODE AS ADOPTED BY THE CITY 1991 EDITION, FOR THE
GROUP AND DIVISION OF OCCUPANCY AND THE USE FOR WHICH THE PROPOSED OCCUPANCY IS CLASSIFIED.
CHIEF BUILDING OFFICIAL
This certificate shall be posted in a conspicuous public area and shall not be renfoved, mutilated or obscured and shall be main-
tained in legible condition at all times. Any change of occupancy requires a new certificate.
CITY OF EDMONDS ZONE PERMIT
NUMBER
rCaONSTRUCTION PERMIT APPLICATION 1,06
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I OWN RESS
_ERUAK1E/N4M&OFBJUSINESS - _�? — — " " — ---) - t 4--
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PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP,
EXISTING — REOUIRED DEDICATION —
TESCP Approved E3
RW Permit Required 0
Street Use Permit Req'd 0
Inspection Required 1q
Side.alk Required 13
ITY
.FT—ELEPHONE
JOE-M? WcKl
NUMBER
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11
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escription of Property - include all easements
SHRORLINE
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VARIANCE OR C�
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TEVARIKS
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This Permit covers work to be done on private property ONLY.
FIA N
GAADINGIFILL
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Any construction cin the public domain (curbs, sidewpike,
driveways, marquees, etc.) will require separate permission.
CI
TA T R H A
STATE SURCHAF16E
S E S U E
Peffnit Application; 180 Days
Permit Limit: I Year - Provided Work Is Started Within 180 Days
STORM OR A I N AD E F
STORM DRAINAGE FEE10d)
"Applicani. on behalf of his or her spouse, heirs, assigns and
6111 —
successors in interest, agrees to indemnity, defend and hold
harmless the City of Edmonds, Washington. its officials,
2
employees, and agents from any and all claims for damages of
In
whatever nature, arising directly or indirectly from the Issuance
of this permit. Issuance of this permit shall not be deemed to
I' N C. C K EF
PLAN CHECK DEPOSIT
6667
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modify, waive or reduce any requirement of any City ordinance
nor limit In any way the City's ability to enforce any Ord nance
I
TOTAL AMOUNT DUE
TOTA L AM U N
— lic,
, "I
1/0057
provision."
1 /
I hereby acknowledge that I have read this application; that the
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
THIS PERMIT
state laws regulating construction; and in doing the work authoriz.
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 Insuranc I
INSPECTION
acMowledged�Jn pl�pepiliovided_,'
N T A E NT) I D
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DEPARTMENT
PFF191AL
L�'�
CITY OF
EDMONDS
7E
>
ATTENTION
CALL FOR
'RELEASED BY: DATE
IT IS UNLAWFUL TO USE OR OCCUPY A BUIL61NG OR STRUCTURE
INSPECTION
771-3202
UNTIL A -FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
ORIGINAL — File YELLOW — Inspector
CHAPTER 3.
PINK — Owner GOLD — Assessor
Z
Z
FILE
11
CITY OF EDMONDS Z HE PERMIT
NUMBER
U
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0
CONSTRUCTION PERMIT APPLICATION i S;
06
OW?R�AME /JAME OF BUSINESS — [ADDRESS SUITEIJPT I
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M SCRIPTION CHECKI SUBDIVISION NO LID N
MAILING ADDAESS
0
CITY Zip TELE NENUMBER PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP, TESCP Approved 0
01F ?:�1-7 EXISTING _ AW Permit Required 0
_ _2100 RECUIRI. DEDICATION Street Use Permit Recl 0
t5 eel—L F-W&
NAf— f —.3ED inspection Required
_1e Side.alk Required 0
REMARKS
ADDRESS JW17 6S
Oq L[0 1\4 1�- '33 19L-, # Zo
CITY Z
TELEPHONE NUMBER
rb akevurL �'a-7-Zioa
NAME Aw 41,1z, I/ 4� I fi&4�.1,7 415�'UZIZ /ALS�' 4e Zr�0
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CITY ZIP
TELEPHONE NUMBER
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STATE LICENSE NUMBER
SIGN AREA SEPA REVIEW ADS NO
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VARIANCE OR CU PLANNING REVIEW BY DATE
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SIDE REAR Z
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�.AEMAIRKS
Tax Account Parcel No.
NEW RESIDENTIAL PLUMBING
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ADDIALTER COMMERCIAL MECHANICAL
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DEMOLISH GRADING CYDS.
CHECKED BY TYPE OF CONSTRUCTION CODE HEIGH
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CARPORT
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REMODEL GARAGE PDOL
RE ECIAL INSPECTOR AREAi— uc OCCUPANT
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(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
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NUMBER OF STORIES INUMBEROF
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UNITS
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FINAL INSPECTION REQUIRED
VALUATION FEE
PLAN CHECK FEE
13UILDING
PLUMBING
Plan Check No.
MECHANICAL
GRADINGIFILL
This Permit Covers work to be done On private property ONL
Any Construction on the public domain (curb--, sidewpiks,
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
Permit Application: 180 Days
Permit Limit: I Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
ENO. INSPECTION FEE
"Applicant, on behalf of his or her spouse, heirs, assigns and
successors in interest,
2
agrees to indemnify, defend and hold
harmless I he City of Edmonds, Washington, its officials,
employees, and agents from any and all claims for damages of
kvz
whatever nature, arising directly or indirectly from the issuance
of this permit Issuance of this permit shall not be deemed to
-or
PLAN CHECK DEPOSIT
0.
modify. waive reduce any requirement o I any city ordinance
nor limit 1,n any way the City's ability to enforce any ordinance
provision.
TOTAL AMOUNT DUE
LV
I hereby acknowledge that I have read this application; that the
information given is correct; and that I am the Owner, or the duly
authorized agent of the owner. I agree to cc m ply with city and
state laws regulating Construction; and In doing the work authOriz-
ATTENTION APPLICATION APPROVAL
THIS PERMIT
This
ad thereby, no person will be employed in violation of the Labor
AUTHORIZES application is not a permit until
ONLY THE signed by the Building Official or his/her
Code o I the State of Washington relating to Workmen's CompenSa-
lion Insurance,
WORK NOTED Deputy; and fees are paid. and receipt is
INSPECTION acknowledged in space provided.
EPARTMENT OFFICIAL S SIGNA
CITY OF TURE DATE
WUNA�TU�FENER OR AGENT) D
EDMONDS
CALLIFOR RELEASED BY DATE
ATTENTION
IT S UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
INSPECTION
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
771-3202
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
ORIGINAL — File YELLOW — Inspector
CHAPTER 3.
10247
PINK — Owner GOLD — Assessor
"ROJECT REVIEW CHECKCIel ''STR
EE.T." FILE: -
PROJECT NAME: Z5�W,0-1,0_J k7;9& dld-I PLAN CHECK
PROJECT ADD RESS:-7-2ok/ pvp 4*0- W RECEIPT DATE:-
n a ae
PLAN.' WATER
COMMENTS
FIRE
BLDG. SEWER
STREET
'ENG1.
Setbacks/Variance/Setback Adjustment
. . . . . . ................
. . . . . .
Conditional Use Permit
AD13 Requirements
3
Other Zoning Requirements
. . . . . . . . . . . . . .
Underground Wiring Required
....
Lot Slope 15%
6
SEPA Environmental Checklist/Hydraulics Permit
7
Tree Cutting Plan
Plat/Subdivision Requirembnts
Legal Description Verification
Quit Claim/Street Deqj2Afi2ns
. . . . . .
Easements - PubliclPrivate
Engineering Storm DFaifi-ii—Review Fee
131
En ineering 2.2 Inspection Fee
..... . . . . . . . . . .
--
- ------
Drainage Plan (On-�$ite)
. . . . . . . . . . . ; . . . . . . . . . . . . . . .
........
Setback - Top of Bpnk, Stream, Water Courses
Setback - Storm Drain Line
1-24-54-
17:
Open Ditch - Existing
18
Culvert Required
. . . . . . . . . . . . . . . N.
9
Culvert Size
...........
-.20
Shoulder Drainage/Shale Open Runoff
. . . . . . . . . . .
21
Catch Basin Required
22
Driveway Slope & Vehicle Access
......
23
Sidewalk Required
A
Curb & Gutter Required
25
Curb Cut For Driveway Required
26
Street Paving Required
217
Right -Of -Way Construction Permit Required
.................. ............ ............. ...
. ...
28
Street Name Sign Required
24
Other Signing Required
..........
......
Bond Required For Public Improvements
31
FEMA Map Check/Water Table
..... I . . . . .
Side Sewer Availability
.. . . .......
Wx
33
Calculate Sewer Connection Fee If No LID #
. ..............
. . .........
.............
.. .
... ... .
........ . ...
34
Create Street File
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
35
Existing Water Main Size
c
Water Meter Size
Service Line Size
.
. . . . . . . . ---------
.................
39
Water Meter Charge Required
............
. . ..... . .
Hydrant Required
40
Hydrant Size Existing
41
Fire Line Charge Required - Sprinkler
Ve S
Street Cut
-7 t dd
,Miscellaneous X;,EeL) 11,*&e
Reviewed By:
. FIRE PLANNING ENGINEERING
PUBLIQ WbRI<S
�OJECT REVIEW CHECKLIS I
FILE
P LZBKV 15'�
PROJECT NAME: k7W&-
PROJECT ADDRESS: ;?6 o4j).e W RECEIPT DATE:
t=Vlt=VV lzu 01. klillucallLj I
PLAN. WATER
...FIRE: BLOG. SEWER STREE ENG.
..... ... COMMENTS
Setbacks/Variance/Setback Ad*ustment ....
.. . . ................... ..
.................
.......
Conditional Use Permit
3-
ADB; Requirements
Other Zoning Requirements
Underground Wiring Required
Lot Slope 15%
SEPA Environmental Checklist/Hydraulics Permit
Tree Cutting Plan
Plat/Subdivision Requirements
Legal Description Verification
Quit Clakn/Street Deft�pns
Easements - PubliqlPrivate - - - - - - - - - - - - - - - - - ------------- .....
1
1:31
Eng!9eering. Storm DF9-1-n—Review Fee - - - - - - -
-.4
Engineering 2.2 hispectionfee
. . . . . . .
Drainage Plan (On -Site) . . . . . .
.
Setback -Top of Bank, Stream, Water Courses . . . . . . . . . . . . . . . . . . . . . . . .................
... ... ------ ------
Setback - Storm Drain Line
-48 -
open Ditch - Existing
Culvert Required
Culvert Size
797
...... All
Shoulder Drainage/Shale Open Runoff ......
Catch Basin Required ... . .....
Driveway Slope & Vehicle Access
Sidewalk Required
Curb & Gutter Required
25
.26-
Curb Cut For Driveway Required AV
.27:
. . . . . . . . . . . . . . . . . - - - - - - - - - - - -
Street Paving Required
Right-Of-WaV Construction Permit Required -.-, . . . . . .
.2-8,
X., .................
Street Name Sign Required
-.29
-30
Other Signing Required
Bond Required For Public I.mprovements
FEMA Map Check/Water Table
F 32 -
Side Sewer Availability
Calculate Sewer Connection Fee If No LID # . . .... .......
Create Street File -vn*,*,-
- - - - - - - - -
-
Existing Water Main Size
*-*-*-
-0----- ---------------
Water Meter Size ........
Service Line Size
Water Meter Charge Required
40
Hydrant Required
e %j
Hydrant Size Existing
Fire Line Charge Required - Sprinkler lye
42..
Street Cut
Miscellaneous A),6zo
44'
Reviewed By:
/'� e~ WC-
/;7, z r-<ri
FIRE
PLANNING
ENGINEERING
PUBLIC WORKS
00
TO:
FROM:
SUBJECT:
STREET FILE
WE M 0 R A N D U M
September 25, 1991
Ed Somers, Associate Planner
Gordy Hyde, Engineering Coordinator re�__
CDRC REVIEW OF 9-12-91 FOR ADB APPLJC,4IONS
Engineering has comments regarding the following proposals:
ADB-73-91: / Earlier review of this proposal showed that drainage
consideration and high traffic load driveway would be
required.
ADB-74-91:
Earlier review of this proposal showed that driveway
width is required tb be fourteen feet curb to curb and
storm water is to be discharged at an approved location.
ADB-79-91:"-'/
Incomplete submittal. See attached sheet for
deficiencies. Drainage detention will be required.
Seven to ten foot sidewalk required in BC zone.
Existing curbs to be inspected; replace if determined.
Alley to be inspected; overlaid with 1-112" ACP if
determined. Curb to be constructed to separate alley
from private property.
ADB-80-91:
Traffic report will be required. High traffic load
driveways required; 216th St. approach to be exit only.
All two-way driveway widths twenty-four feet minimum.
All parking stalls overhanging sidewalks require wheel
stops; storm drainage detention required.
ADB-83-91:
Comments have been submitted under separate cover.
GCH/sdt
Attachments
Alberts
CDRCREVW/TXTST530
ge,
SI I o.
M E M 0 R A N D U 14
August 16, 1991
TO: Ed Somers, Associate Planner
FROM: Gordie Hyde, Engineering Coordinatorc?(V-
SUBJECT: ADB AGENDA COMMENTS
ADB-74-91, 222 - 4th Ave. S., J. Behm for Hofto: Driveway width to be
141 curb to curb. Discharge storm water to an approved location.
ADB-73-91, 22611 - 76th Ave. W., Fr eiheit: Detention to be provided.
High traffic load. Driveway required.
ADB-64-91, 7212 - 220th St. S.W., W. LaFon-for H. Behla: Parking stall
sizes and aisle width to be shown. Frontage improvements required.
Traffic mitigation may be required. Detention required.
GCH/sdt
ADBCMNTS.ADB/TXTST530
OUADRANT Nos.
CLEANED
'REW LEADER
AND DATTE REMARKS
SANITARY
j Ajw
J.. ,I R DTVIS�-`ON
I
SEW�RS--WORK SHEET
i
"Sto p
KEY SHEET lz4
STREET
I E)
MANHOLE NO. 9 TO Nd�;7
T.V. INSPECTION
REPAIRED
LEAK DISTANCE
NO READING
QUADRANT
1 2
HOTOCREWLEA
NO
DER
AND DATE
REMARKS
CREW LEADER
AND DATE
REMARKS
0 1 FlLnL, I
1 11
2?-
kiLf ejk\
S
I
pC
PIPE CONDITION
MANHOLE CONDITION
nv-1
GRADE
REMARKS
In r
DIRECTION OF MEASUREMENT-----*. FROM CENTER OF MANHOLE
MANHOLE
MANHOLE
ITS,
m
01/08/1992 12:04 FROM BARGHAUSEN ENGINEERS TO
11785322 P.02
CONTMLCMN Cm Wm"TE
MR
FREMMT & HO MTAIL W=NG
Emcdalkm
Pvemm fernoval
6- downspout line
so VWm lim (PVC)
15, mrm WX (PVC)
Type I CB
Type n-480 CB
1 1/2' waterline
11/2* mefor w/tapp
6' sanitary sewer PVC (SDIK-35)
6"' ckan-qut am=bly
Asphalt paving
cast-in-pum cem=t co=New cmb
CeMM concmw *kwalk
Extru&d conmin curb
U10 Traffic Load Dm� (mcludw
renwmal of existing driveway)
4322.003
15 e, �,, -,, l) Z j P--ki L JTA
JANUARY 6, IM
17677���
Qmmay
Wo
5,48D SFr
LV LF
28 Ly
28 LF
I FA
I EA
70 IF
LUMPSUM
10 LF
1EA
110 SY
210 LF
780 SF
Sm LF
I EA
1K.
25672
�fIONAL i'O�
oil
d>'A
le'40ts.
O%zt,
FAL
Eft
$i.QD/sF
$8-00/FT
$1100IFr
$24.00/Fr
$600.00fEA
$2,000.00/EA
$6.001n
—$600.-OOL- I I CZ
$12.00/]FT
$300.00/EA
$14.001SY
$10.00IF7
$1-50,'SF
$i,500/EA
SUBTOTAL
5.2% WSST
TOTAL
Subtotal
5,460.00
I'm-00
336-00
MOO
6W.00
2,000-00
420.00
-60a�*-o ( I
1,980.00
300-00
1,540.00
2,100.00
1,170.00
03- a>.
P
$1,7N,00 68,1 ..
III=.' 24143Z-7,
pfe-
DTC-/mh
TOTAL P.02
01/08/1992 12:04 FROM BARGHAUSEN ENGINEERS TO
17785322 P.02
Z 2ef, ( (
-76-r*/
C.-TREET FILE
caamwer" cm um"m
MR
FRE=,:'& Ho WTAL KI=NG
Doca"
ft"Mew femoval
6- do%mspmt Um
8* tFkpz linD (PVC)
15' sorm lixx Q)VQ
Type I CB
7ype 11-480 CB
1 112* watorlim
11/2* meter wtt&PP
6' sanitary sewer PVC (SDIK-35)
6" ckan-gut aMmbly
Aspb9t paving
Cast-in-plam cement coo=w emb
Cement concrete sdewa]l
Exbvded concreie cmrb
Rio Traffic Load DriYeM (MCWW
renboval of exis&q driveway)
4322.003
JAMARY 6, 1"2
Q=Qft
udK
5,48D SF
130 LF
28 Ly
28 LF
I EA
I EA
70 IF
LLW SUM
10 LF
I EA
110 SY
210 LE
780 SF
OW LF
I EA
2S672 I
lsvls�
�10NAL
Est.
Ell -a
$1.00/SF
$8-00/FT
$1100IT-7
$24.00/Fr
$6=00(EA
$2,000.00/EA
$E001n
—$609M— I I VZ
$12.00/)FT
$300.001EA
$14.001SY
$10.00IFr
$1-501SF
%"DfFT—
$1,500/EA
SMOTAL
8.2% WSST
TOTAL
SubtDW
5,480.00
l'odo.00
136.00
Moo
600.00
2,000-00
420.00
4980.00
300-00
1,5Q.00
2,100.00
1,170.00
t--(� 2zoo
i.,yp.QQ
Ui—,33&. W— 9 3 --'
$Lyjm 16 01
DTC./nih
TOTAL P.02
NOTICE:
No warranty of accuracy.
The information shown on the attached
map(s) was compiled for use by the City of
Edmonds, its Employees and Consultants.
The City of Edmonds does not warrant the
accuracy of anything set forth on these
map(s). Any person or entity requesting a
copy should conduct an independent
inquiry regarding the information shown on
the map(s), including, but not limited to,
the location of any sewer stub shown. Such
sewer stubs may or may not exist and may
or may not exist at the location shown.
Neither the City of Edmonds nor its
employees or officers shall be liable for the
information given on this map(s), nor for
any one representation provided based
upon said map(s).
STREFT Fil 1: Drawing
I he City of Ed EASEMENT NO. — ------------------- ---------------------
NEW CONSTRUCTION Co REPAIRS F-1 LID NO - ---------------- .. -ASMT. NO - ------------------
OWNER------------------------------------------------ ----------------------------------------------- CONTRACTOR ---------------- ------------------------------------------------------------------- PERMIT NO - --------------------
JOB ADDRESS ZZG-1-1 ------------ ----- Ah-s-4q7, --- W ---------- LEGAL DESCRIPTION: LOT NO - -------------- --------------- ------- BLOCK NO - ------------------------------------
------------------------------ ------------------------------------
NAMEOF ADDITION -------- I ------- -------------------------------------------------------------------------------------------------------
; ------------------------------
/Y,Y�
19-9 PWW-0001-1
EV.11178)
9- 2,G 11 7 (. TA e�,JS.W.
coppr-R
PAC -JOINT ADAPTEP.
- 114CC.T.S.
WMSFLJF-X
141-M41- POL-V PIPE
I"tACTER
stsp^ss raix 3
7G TIA 0"'C' - W' Approved:
DATE A::I
-.. t40-R-r±±--WK
............. By ----------------------------
6 9 0 - 199 -
City of Edmonds
R T CTION
=,I T
Permit 1�umber:
'Issue Date:
22611 76 Avenue West #A200
AAA W.
ti. ress or. c n ty o onSLrUCLion:
Type of Work (be specific): Ins tall. New Service
C. Contractor: —Washington Natural Gas Company Contact: Frank Swan
Mailing Address: 815 Mercer Street, Phone: 224-2278
State License #: $Battle, WA . 98111 Liability Insurance:
D. Building Permit # (if applicable):
Bond: $
Side Sewer Permit # (if applicable):
E. Commercial F1 Subdivision F1 City Project KX Utility (PUD, GTE, WNV-7, CABLE, WATER)
E] Multi -Family E] Single Family E] Other
INSPECTOR: INSPECTOR:
F. Pavement or Concrete Cut faYes E]No G. Size of Cut: 2 x 4 H. Charge$
APPLICANT TO READ AND. SIGN
INDEMNITY. Applicant understands and by his signature to this application, agrees t6 hWd the. City of Edmonds harwilessfrom injuries, damages, or
claims of any kind or description whatsoever, foreseen or unforeen, that may be made,gkpinsl the City of Edmonds, or any 9fits departments _�f employ-
ees, including or not limited to the defense of any legal proceedings including defensi ran pelCit.
inil attorneyfees by rea�on oPg rin'g1th&
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIPAND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC77ON
AND ACCEPTANCE OF THE WORK ES77MA TED RESTORA 77ON FEES WILL BE HELD, UN77L THE FINAL STREET PATCH IS COMPLETED BY
CITY FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Department- 771-3202.
Work is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City appAdWed) material prior to the�pd�of-thew
ffking day;
NO EXCEPTIONS.
I have read the above statements and understand the permit requirements and the pink copy of the permit will be available
on site at all timesfor inspection purposes.
Signature: Date: March 12, 1992
(Contractor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
j
TF: �,:xx: . ISSUED,BY::
SHALL, BEGIN PRIOR TO PERMIT ISSUAN
Engrg. Div. 1991
FIELD INSPECTION NOTES- (Fund I I I - Route copy to Street Dept.)
Comments -
IDiagram:
CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P..W.:,
Work Disapproved.By: Date:
FINAL APPROVAL BY: Date:
-5. -.- -J,
Washington
Natural Gas'
A VAW� 5XIrW C-V-N
Addendum to City of Edmonds
Right of Way
Permit Application
-*Alce:- Submitted by: Kerry Walsh
AIV w
-tj,,A2,0C> Engineering Aide
;�Vp % AN w :> Washington Natural Gas
622-6767 x2761
pager 995-6914
4. -->
drant
815 Mercer St. (P.O. Box 1869), Seattle, WA 98111 (206) 622-6767
SPECIFICATIONS APPROVED BY AN
"GAMES, COMICS & CARDS" LETTERS 41h.
SIZE: 1 '4'H x 20'-O'W x 5"D
FACES: Red acrylic
SIDES: Custom paint yellow to match 31M 220-15 Bright Yellow
TRIM CAP: 3/4" silver
ILLUMINATION: Red U.S. LEDs
RACEWAY
SIZE: 8"H x I g'-8"W x 4'D
COLOR: Paint to match fascia
OVERALL DISPLAY SIZE: V-4" x 20--011 (26.66 sqft)
-J
W
ui
-i
V-6-
28'
Kolne
No commercial sign shall be illuminated after i1:1OO p.m. unless the commercial
enterprise is open for business and then may remain on only as long as the enterprise� is,
open.
4,
RECEIVED SCALE: 3/4" = V-0"
JUN 29 2012
DEVELOPMENT SERVICES
COUNTER
CITY OF EDMONDS
BUILDING DEPARTMENT
APPROVED DATE:
BLDG. OFFICIAL —
PERMBT WUMBER
12- -05-
SITE PLANIAEMAL VIEW Sca§w 1 -'J'-50Y
0990MIEff-91WIE
Customer Pdame: Games, Comics & Card
Project Address: 22611 76th Ave W #101, Edmonds, WA 98026
Date: 6128112 Design #:Kylene/Games, Comics & Cards
Approved by. Date:
M D �OTM
bwonnor.awo Approved by. Date:
9 0
"City of Edmonds
`E
T "TQF-WAY CONSTRUCTION
APR 2 0 1992 PERMIT
ENGINEERING
A. Address or Vicinity of Construction: 1Z 1Z 41
B. Type of Work (be specific): n pe
Permit Number: ?-.2 - 2 / I
Issue Date: - 77
-7 /TH Lk
16-T�,Vi
C. Contractor: Svto Cn PLI-D it I Contact: -P,
MailingAddress: 7-1C>1CC;S Phone: G'70-3zpS
State License #: Liability Insurance: Bond: $
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):
E. Commercial E] Subdivision 0 City Project Utility (PUD, GTE,, WNG, CABLE, WATER)
Multi -family E] Single Family n Other
INSPECTOR: INSPECTOR:
F. Pavement or Concr te.Cut Yes E]No G. Size of Cut: - x H. Charge$
4�il APPLICANT TO READ A
1.7 S
INDEMNITY.- Applicant understands and by his signature to this application, agrees aldZ.onds harmlesskli.,J, d q84, or
claims of anykind or description whatsoever, foreseen or unforeen, that may be made against the City of Edmonds, or any of its departments or employ-
ees, including or not limited to the defense of any legal proceedings including defense costs, and atiorneyfees by reason of granting this permit.
THE CONTRACTORIS RESPONSIBLE FOR WORKMANSHIPAND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE,FINAL INSPEC77ON
AND ACCEPTANCE OF THE WORK ES71MA7FD RESTOR,4770N FEES WILL BE HELD UN77L THE FINAL S77ZEETPATCH IS COMPLEYED BY
CITY FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Department- 771-3202.
Work is to be inspected during progress and at completion..
Restoration is to be in accordance with City Codes.
Street shali be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved tMe4ial prior to the enVy-h
,$"5king day;
NO EXCEPTIONS..
I have read the above statements and understand the permit requirements and the pink copy of the permit will be available
on site at all timesfo n oses.
Signature: Date:
(Contractor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
COMMENTS: ... -- RECEIPTNO:
..........
I :.. DATE: ISSUEDBY
.............
BEGIN PRIOR TO PERMIT ISSU
Engrg. Div. 1901
FIELD INSPECTION NOTES (Fund I I I - Route copy to Street Dept.)
U Diagram
CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P. W.:
Work Disapproved By: Date:
FINAL APPROVAL BYAA/t, Date:
Eng. Div. Ju13
I P'JoLoc
!LOCATION _ZlZ (211 _l&*rH;"Fl W. .:AREA �2 -rFJ 60IJ
POLE NO. :5 W 1/4 S29 T 27 R 4 DATE z W.O. NO.
REASON FOR WORK 3 !A PIZI ljl(�WQ :5VC, ENGINEER HOL,-f DWG. NO.
16,2 J�-,W DRAFTER U.G. NO. '7521(a.
I SCALE w 0 fr- I?
DATE WORK COMPLETED
SUBSTATION F:: I V 9 6 0 Q N E� FZ`51
CIRCUIT NO. IZ- 12$34 PHASE
FOREMAN
ROAD CROSSINGS ONLY
APPR INO.1 DATE I W.O. NO./DWG. NO.
I REVISIONS
I APPR INO.1 DATE 1. DESCRIPTION
AS -.BUILT
T_ DESCRIPTION
I APPR INO.1 DATE
APPROVED
ENVIRONMENTAL ANALYSIS
C9 EXEMPT 0 NOT EXEMPT
FEES REQ'D 0 YES 0 NO
PARA. 18 ITEM- C
PRIMARY OVERHEAD
U.G. COND. 12�41 KV
• RESIDENTIAL
ADD �2 CKT. Fr. PH
• COMMERCIAL
REM CKT. FT. PH
LEO#
NET C KT. FT.
@ S s
U.G. COND. 7.2 KV
SECONDARY OVERHEAD
ADD *0 CKT. FT. I PH
BASIC FEE S
i
@ $
REM CKT. FT. - PH
NET CKT. FT.
METER/CONV. POLE s
PERMITS (DATE;; GRANTED)
PRIMARY UNDERGROUND
0 TREE,TRIM
* RESIDENTIAL
0 STATE
* COMMERCIAL 00
0 COUNTY
BASIC FEE $
0
LEU#
@ $
0
LAtiLIALINITS 0 REQUIRED
SECONDARY UNDERGROUND
E# 0 NOT REQUIRED
BASIC FEE
ZZ
UNDERGROUND PLAT
BASIC FEE
$
FT. @$
STREET LIGHTING
FF.
WORK IN RIGHT. OF
WAY
N PRIMARY
El SECONADARY
Z 0 t Fr. @ $
MISCELLANEOUS FEES
VAULT
PERMIT
$ 3 0 0-�o
TOTAL DUE
DATE PAID
RECEIPT#
NEW SVCE APPLICATION#
DATE SENT TO R/W
FOREIGN CONTACTS:
• GTNW: JPN#
• CATV JPN#
0 JOINT. TRENCH GTNW CATV
0 JOINT� BORE GTNW &; CATV
POLE STENCILING
FROM TO
TAKE OFF POLE
PRE—CONSTR. REQUIREMENTS
* TREE;TRIM 0 PUD LOCATOR
* BACKHOE 0
* ONE CALL DATE -
INDEX I POLES I I P LAT
LOGS I U-MAPI
API I
LOCATION MAP PAC; E A-1 6. A - I
PRINTED
0
- � rA "
�-z 1122
E� Fzemov E�V)
FE IE
(D51TE 5ECTION 'A'
- I. -
(D-SITE 5ECTION T'
IE
(D5
_�ITTE 55ECT1110N V
VICINITY MAP
LEGAL DESCRIPTION
0
1- 10
SIKET Flil
-----------
AV-- ---------
-76TH AVENUE K
--------------- ------------------------------
RMSIONS
OL17n:6N
ILI
RETAIL, BUILDING FQEIHEIT igr Ho A2. I
EDMONDS, WASHINGTON T"& IW- PA OF
APCHI
I
OEOTECH13256 N.E. 20th St. (Northup Way), Suite 16
6>""jj
CONSULTANTS, INC. B F1 tC 6 7
ST PEET FILE
(206)343-7959
TO: CITY OF EDMONDS DATE: 4-99-92
250 5TH AVE. N. JOB NO.: 91324
EDMONDS, WA 98020 PROJECT: HWY. 99 AT 76TH AVE.
ATTENTION: QUALITY CONTROL
WE ARE SENDING YOU:
El Field Reports
0 Reports
0 Attached
11 Via FAX To
0 Preliminary Drafts
0 Test Results
7W
Transmitting _Pages Including
This Page
Copies
Date
Description
1
4-16,17
FIELD REPORTS
THESE ARE TRANSMITTED FOR YOUR:
0 Information
0 Files
0 Approval
El Review and Comments
REMARKS:
CC:
Signed:
0 Signature
C3 Distribution
0
0
CONSULTANTS, INC.
A
13256 N.E. 2 t St. (Northup Way), Suite 16
Bellevue, WA 9W05
(206) 747-5618
)ENSITY TEST FIELD REPORT
TRAVEL/PREP TIME
MILES
C/o
JOB NO.
TIME ON SITE
':�' I
/ 1
WEATHER -f
, j
8,,.J_r
DATE
ZZwV/' / '� 2.
DAY F WEEK
- 0 7
lreW4
TIME OFF SITE
/0.�oo 0. m
CLIENT/OWNER
Fg,:: 7- 114jr r 7-Ala
GAUGE/
e-,
PERMIT NO.
112 0 / 2 3
JOB LOCATION
7 6 A "7
GENERAL -40NTRACTOR
/,)q o Ivy-ae
GENERAL CONTRACTOR'S SUPT.
/ n 14
PAGE OF
GRADING CONTRACTOR
e_ ze,4 4,,4 7:;:A41—
GRADING FOREMAN
HAS. CHARGED
ST
0.
LOCATION
ELEVATION
SOIL
TYPE
PERCENT
MOISTURE
TEST DAY
DENSITY/PCF
OPTIMUM
MOISTURE
MAX. DRY
DENSITY/PCF
PERCENT
COMPACTION
REMARKS-
y
/ ,
ew -tr FE Ll r
c Al- 9 &A..i 0_1 I o
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de, J .Vr _2 �ov'4-y'
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STANDARD�/ COUNTS- DENSITY MOISTURE
INEXT SIT IT-
Te
cop 0
SIGNED�
1-'5;Vf
w 11
NO
TRAVEL/PREP TIME
MILES
JOB NO.
CONSULTANTS, INC.
TIME ON SITE
WEATHER
DAT E
1 -7)6
DAY_OF WEEK
m,
11�-�-Jr
TIME OFF SITE
CL!5NT/OWNER
e;A 610
QAUGEJ
(-3
PERMIT No.
q2 0-�
A
13256 N.E. 20th St. (Northup Way), Suite 16
Bellevue, WA 98005
JOB LOCATION
-7
(206)747 -5618
�6
GENERAL CONTRACTOR
GENERAL CONTRACTOR'S SUPT.
PAGE -�z OF
DENSITY TEST FIELD REPORT
GRADING CONTRACTOR
GRADING FOREMAN
HRS. CHARGED
ZJ
TEST
N N 0.
LOCATION
ELEVATION
SOIL
TYPE
PERCENT
MOISTURE
TEST DRY
DE NSITY/PCF
OPTIMUM
MOISTURE
MAX. DRY
DENSITY/PCF
PERCENT
c OMPACTION
REMARKS*
TAN
5AND
Z 33—
20-1-
-3<36-
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6
7, 7
J-3L
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STANDARD COUNTSs U DENSITY/ MOISTURE.
NEXT SITE VISIT
Xo v E. se J
0 ISIGNED
Y Tfl,
-77
OEOrrECH T
TRAVEL/PRE
�t- TIME
/,-S
MILES q,�
J013 NO.
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CONSULTANTS, INC. 11
TIME ON SITE
57 - j 0
WEATHER 0
DATE
/ Vx�, -1 / ' L,
DAY OF WEEK
=g
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A 572S
TIME OFF SITE
;� .,
—
CLIENT/OWNER
ke
GAUGE/
PERMIT NO.
11�z 0:�
13256 N.E. 20th St. (Northup Way), Suite 16
JOB LOCATI , ON
7�, 7"+,4,e, ra �tlA
Bellevue, WA 98005
(206) 747-5618
GENERAL CONTRACTOR
GENERAL CONTRACTOR*s SUPT.
PAGE OF
)ENSITY TEST FIELD REPORT
/.
GRADING CONTRAC OR
GRADING. FORE"
MRS. CHARGED
Lo J?"�x 67 4 VA �)'�i
7T
EST
NO.
LOCATION
ELEVATION
SOI L
TYPE
PERCENT
MOISTURE
TA.ST DRY
DE NSITY/PCF
OPTIMUM
MOISTURE
MAX. DRY
DENSITY/PCF
PERCENT
COMPACTION
REMARKS'
A)
1:2.1
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77
13-5
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STANDARD COUNTS DENSITY / MOISTURE
NEXT SITE VISIT,
C, PY TO
S JjG N E
zVOA,(F- S /J f
1--r o /y �c- R
CITY OF EDMONDS
COMMUNITY SERVICES
Date: 1-7 2-
Received
Water Meter Size:
Water Connection
Sewer Permit/Repair
Trunk Charge
Sewer Connection/LID Fee
R/W Construction Permit
Street Restoration7street Cut (620 Funa)
Street Disruption Fee
Eng. 2.2% Inspection Fee
Eng. Specs. & Plans
Storm Drainage Fee
Street Use Permit
Building Permit (Type)
Plan Check Fee
S.E.P.A. Review
Recording Fee
Ra-ps/Books
Photostating
Tax
Date of Hearing:
Ti me:
By: Permit #:
tilt
CITY OF EDMONDS
COMMUNITY SERVICES
Date: -7
Received of: -!Y
Check,) Cash -t 77�
77.7 --r
Water Meter Size:
WateF 'Connection
Sewer epair
T 'T Charge
run
Sewer Connecti n/L ee
R/W Construction Permit
Street Restor n/Street Cut (620 Fund)
Street Disru on F
E ng
- 2 .2% Inspection Fe—e-
Eng. Sp s. & pla-ns
Storm Drainage Fee
Street Use Per i
Building Permit ( ype)
Plan CheCK Fee
. . . . . . . . . . . . . .
Statill! 511,111r,111:11harge (FunC
7—oning APPlications (Type)
ShoreMn—ePermits
S.E.F.A. Review
Record"I" 11,11''i . .. .. . . .. .. . . .. .. . . .. .. . . . .. .. . . . . . .. Fee
MaPs/BOOKS
Photostaring
lax
Date of Hearing: Time:
By: Permit #:
ow
E
15015 Main Street, Suite 203 9 Belkevue, Wasbington98007, Pbone(206) 746-6066* Facsimile (206) 746-6595
0
PROJECT *�� . . . O7.—�l .... PROJ. # .9.57 ............................
CONTRACTOR ............................ DATE. .................
WORKERS ON SITE .........................................................................
EQUIPMENTON SITE .......................................................................
........................................................................................
WEATHER .................. TEMPERATURE ........................................
0
DAILY ACTIVITY (A.M./P.M.) .........................................................
ZIAAV� IAO,97o-e��
....... .. .......................................................
Ar7
..................... .............................. f ................
.................
...................................................
rA, 70 15k5
................................................
................. f ......
...............................
.......................... ...... ...............................
COMMENTS (CONVERSATIONS, FIELD PROBLEMS) ................................. o o ..........
FOLLOW—UP TESTING .......................................................................
........................................................................................
CITY REPRESENTATIVE .... A& % �.� ............ DATE/TIME.
PROJLOG/TXTFORMS
'-*
890 0
0 .
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works 9 Planning * Parks and Recreation e Engineering
April 2, 1992
Mr. Eric Guion
Freiheit & Ho Architects, Inc., P.S.
Evergreen One
10940 N.E. 33rd Pl-, Suite 202
Bellevue, WA 98004
E05? ,
LAURA M. HALL
MAYOR
PETER E. HAHN
DIRECTOR
kx-e-j-d (113 /? 1�1 -
SUBJECT: EDMONDS RETAIL, PERMIT NO. 920069
LETTER FROM MR. GUION TO MR. ALBERTS DATED MARCH 30, 1991
Dear Mr. Guion,
The Edmonds Retail building is a new structure requiring a connection
to the sewer system. A condition of the connection is to install a
manhole for operation and maintenance purposes. This is not an
uncommon requirement. The requirement, therefore, will stay in effect.
If there are any questions, please call us at 771-0220.
Sincerely,
ROBERT J. ALBERTS, P.E.
City Engineer
RJA/sdt
c: Lyle Chrisman, Engineering Inspector
EDMRETL/TXTST530
* Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
FREIHEIT & HO ARCH INC TEL 6 1-206-828-6899
Apr 2,92 10:09 No.002 P.01
0
EIT & Ito no
AD-ClUTECIA', INC-t P.8- L-1 Li
10940 N.E. 33RD pLACZ, STZ 202 - SELLEVUE, WA. 98004 ax no. (Z05) 828-68
if f ice (206) 827-2188
DATE.
pROJECT VAHE-- PROJECT NO. qO7 6
4
RECFIVED
TO: A, 4 PA Mandf�L-- APR 2 1992
A.TTI;: ENGNEERING
NUMBER OF PAGES
WE ARE SENDING YOU:,
(�ncludlng Cover)
THESE ARE TRM3MITTED (as checkcd Imlow)
For YOUT APPIroval.
For Your Use & Inform&t^mn
As Requested
For Review & Comment
FURTHER COMMENTS:
Sincerely.
COPY TO:
ceceoc<pj�st go(FL�4 Ve if Information is Hot Received as Indicated'))>))>
FREIHEIT � HO ARCH INC TEL ipl-206-828-6899
Apr 2,92 10:09 No.002 P.02
March 30, 1992
. FPEIHEIT & NO E 11
ADCHITECT (DO- I N C. P 6. 0
Ever9wen One, 1040 IqE 33rd Place, Suite 202, Bellevue, WA 98004 (206) 827-2100
City Of EOmonds
Community Servi
leas Department
Engineering Division
250 Sth Ave. N.
Edmonds, Washington 98020
ATT: BOB ALBERTS
RIS: EDMONDS MAIL
22611 76TH AVE. WEST
PERMIT NO. 920069
Mr. Alberts,
The CitY Of Edmonds isgued a grading permit
Project on 1-29-92. This permit for the referenced
review and approval had Included a site engineering
After the permit wag by t1le City Of Edmonds engineering staff.
issued , the contractor and this office were
verbally notified by Lyle Chrisman and Ron Holland that there would
be additional raquirements not noted during the review process.
InClUded was a requirement that a new manhole be installed at an
existing sanitary cower line serving X-MART at the southwest corner
Of the existing X-MART building. This manhole Is not within the
Bite boundaries of this project. The OWner of this project does
not feel that he is responsible to add a Manhole
Sanitary sewer line that appears to have been functioning properly
during thn lifQ of the existing X- MAR T building. to an eXisting
It iS our understanding that K-MART is in the process of applying
for the necessary Permits for an addition and remodel or their
building. we hmve Contacted K-MART in order tO coordinate the
Installation of the manhole under their
work would then be completed with the a Pending application. The
dditional sanitary sewer
work that will be required by the City of Edmonds for the new food
service operation and Proposed restroom addition. A copy of the
Correspondence is attached.
FREIHEIT & HO ARCH INC TEL 0 1-206-828-6899
Apr 2 4 10:09 No.002 P.03 -
Plea" COntact Me after You have reviewed this request 00 thdt we
may 4igcUss hOw this request can be accomPlished.
Sineerely,
PREIREIT AND HO ARCHITECTs imc., P.S.
ERIC GUION
ASSOCIATE
cc: Plark Wolf
Nat Franklin
DO O'Shea
903725S
FREIHEIT 81 HO ARCH INC TEL # 1-206-828-6899
1' ",1-40- 1 V:le- Lu i I t) I -mum
Rpr 2.92 10:09 No.002 P.04
TO 0 828se9g P.u2
jd4�RT MRi&A�MN
tBinx
0`12
CQma CaUuMia` 1. 2.
1
w
V
td
KmRrt #4 208
Washington
.1effff dated March 25, 1992 and ft plans/owifica6m d1ted
This letbu Is wtitie�
xc�-. owledp rmdpt of said plans as you mqucstcdo =d tv Igu'vior,
our coukmtnts A& whOr.'Gf thit PwPWY wW YOU 901t. OUr ConimentiS hnd
I., ne 6w '04 the ftft
m of the, propwy is listed of tk- M ;3 M JQhn=p Mwu
& W161T, 1AM (*Vi0tWjY W3 iS A MiSMkt " the 0%;ejS FhMJMD-BdM0nds
'L.P. aegal vnitten wdce has bM provided W ymchecks'!`,,-,�- fly sent
=Ar
L.P,). Pla.w wrwt your plans and
P,
nWCq of cmTection with the City of Rdmuds;
"p,
'Sh* L- -2 QwidscW Irriptioq) w%CU yout
sj)rWW 9he fanimin
MMWi Md mmmfinl to our now landrupij 64ia6a: iy"---'I� oj
&
Y,
BAP. 41holpad utilbler. have bow oepmtoy s�etwvd fwl"i
4.
,fL
t6t You do not tic into our sygm nor disturb
but'!
1pla Pm
out completion next mouth,
3. T6. City Of Edmonds requim ow Im
4 dfiveways upgmdqW
d 61" - * 1
y
IGa' 'VMYS q your'constmdoli;
%Mam�l- 65 On duriii
15015 AWn bw;, A ite 2Q3 0 &Wkw, W0.0 (Wlln M7 - Pbw. (200, 7464M 9 Facsfmfk (206) 746-6595
,91,7f HaumAmuc, Sum 210 -.Ranc-b,cumMM194, LWf
flymki Pt 7*7 - Mom (714) 9,99 7.177 - kwhulk (71,9),00.076r)
T
FREIHEIT & HO RRCH INC TEL 1-206-828-6899
MRR-20-1992 02:15 FROM &
Rpr 2,92 10:09 No,002 P.05
TO 0 8286899 P.01
el
;-
C
Of, , OR J
Nat
Ga,
WC
A ftWd depict a manhole at the sanituy sewer fte at the southwest
th� Payliss buMns to bring this sewer Une, in complknee with City
RW ftndark:
rmvvW of your cxisting auto centart p1ma provide ve with
�A
of adtqute tM to Insure Oat no hazaWous waste wu
that it wag proWly smoved); aftdp
4
— I e,.. .
�N
us witi kdoqci �w your plans and buIW4 meet the. 1992 roqWrW
a Mubititict Avt (ADA) regardint Yani, markings. walks, aw.
please call toe direedy.
0-5
% ... . ...
kl
rOTAL P.01
FQEIHEIT (4 110
ADCHITECTeS. INC., P-8.
Evergreen One, 10940 NE 33rd Place, Suite 202, Bellevue, WA 98004 (206) 827-2100
March 30, 1992
City of Edmonds
community Services Department
Engineering Division
250 5th Ave. N.
Edmonds, Washington 98020
ATT: BOB ALBERTS
RE: EDMONDS RETAIL
22611 76TH AVE. WEST
PERMIT NO. 920069
Mr. Alberts,
R F. C . EIVED
APR 3 1992
E N G I N EYE' R. IINIG
The City of Edmonds issued a grading permit for the referenced
project on 1-29-92. This permit had included a site engineering
review and approval by the City of Edmonds engineering staff.
After the permit was issued, the contractor and this office were
verbally notified by Lyle Chrisman and Ron Holland that there would
be additional requirements not noted during the review process.
Included was a requirement that a new manhole be installed at an
existing sanitary sewer line serving K-MART at the southwest corner
of the existing K-MART building. This manhole is not within the
site boundaries of this project.. TL-le owner of this project does
not feel that he is responsible to add a manhole to an existing
sanitary sewer line that appears to have been functioning properly
during the life of the existing K-MART building.
It is our understanding that K-MART is in the process of applying
for the necessary permits for an addition and remodel of their
building. We have contacted K-MART in order to coordinate the
installation of the manhole under their pending application. The
work would then be completed with the additional sanitary sewer
work that will be required by the City of Edmonds for the new food
service operation and proposed restroom addition. A copy of the
correspondence is attached.
0
Please contact me after you have reviewed this request so that we
may discuss how this request can be accomplished.
Sincerely,
FREIHEIT AND HO ARCHITECTS INC., P.S.
ERIC GUION
ASSOCIATE
cc: Mark Wolf
Nat Franklin
Bo O'Shea
90372SS
MAR-28-1992 02:15 FROM
0 TO 0 8286899 P.02
March 27,
`2
Y our letter dated March 25, 1992 and the plans/specifications dated
.
March' 411-`�`-:1992; "b" Associates.
This letter is v�ittefi icknbwledge receipt of said plans as you requested, and tu prvvide
our commenti, as owlNer . of this property and your store, Our comments and
requirements follow"
l.- The bwner of the property is listed on. the ftnt of th�. Plans as Johnson, Olsen
& Wolf, Inc. Obviously this is a mistake as the owner is Franklin -Edmonds
L.P. Oegal written notice has been provided and your checks. c,orrectly sent
tDFranklin-FAmonds L.P.). P]eA.%P- correct your plans and p
notice of correction with the City of Edmonds;
prifi 6nni "Y
.2... Sh6ei L-2 (landscape irrigation) depicts yout kler line ng.in ou ne,
...;'Olanters and connecting to our new landscaping irrigation system.*.* -All
of
m your parcel.
�uilding/pad utilities have been separately metered fro
P16k....Insure. that you do not fie into our system nor disturb qui.'
p
avidt our completion next month;
3 Th'i'City"o mon
. i td dsrequires thatall. driveways be uV;Wad6d'.k.'rh`e:et cifyv
Edm"onds.Commercial drivewaY S* s. . Pleise insure th pl.ete �lf*
tandard ...at Y01 Com
egrem,driveways during your construction;
1-5015hfain Street.,5uite 20.3 - BellaW. Wmbinglan 9SW7 0 Pbone (20) 746-W) - Facsfmik (206) 746-5595 . "-0760
0121 FlavenAvenue.511UP 2,10 * I?anrb(7 (,'jtCaj"0?jga. (',(j[ffFP?7dI4 91730 - rboise (7W 1�99 7477 - pnesimile (711) �a
MAR-28-1992 02:18 FROM
TO
8286899 P.01
4 'Yod sewer line at the southwest
, ---0jahs should depici a manhole at the s=tary
the Payl,�ss building to bring this sewer line in compliance with City
101
"Us staiidatds-
'yb0,i-ernvval of ydur existing auto center, plcase provide us with
During
rtf gAgwillatp tpCto. tn insure that no hazardous waste was
6
detecW (&'Idetected, that it was properly removed); and,
�kxbtlde us with evidence that your plans and building meet the 1992 required
Aih Disabilities Aut (ADA) regarding vans, rnarldngs, walks, ete.
ty6. jj�jquestions please call me directly.
LR.
Nat F=�&:
General Partn6i
MCW/NF
Voif,* Peneral Partwr
2!