22000 HIGHWAY 99.PDF11111111111111
11584
22000 HIGHWAY 99
CHANNELIZING DEVICE SPACING (FT)
MPH
TAPER
TANGENT
50/65
40
80
35/45
30
60
25/30
20
TABLE L
< X80A W16
S
830lnOH >
HIWAY 99
< 0
x FR
9>
NOTE:
INTERRUPT TRAFFIC FLOW TO ACCESS THE
1. FLASHING BEACON SHALL BE INSTALLED
AT EACH SIGN FOR NIGHT-TIME USE.
2. DISTANCES MAY VARY AS APPROVED
BY THE ENGINEER.
3. FLAGGERS REQUIRED TO CONTROL TRAFFIC
WHENEVER THE CONTRACTOR MUST
WORK SITE WITH MATERIALS OR EQUIPMENT.
[�E —
MIMNIMUM TAPER LENGTH (L) IN FEET
LANE_
25
Posted
30
Speed (mph)
35 40 45 50 55 65
WIDTH
(f eet)
10
105
150
205
N/A
11
115
165
225
12
125
180
2 4d
5
245
1/3 L
A
—f <i>
A
< U"Ll"
wm
NM >
TABLE A
SIGN SPACING X
FREEWAYS &
15AOSO'P
EXPRESSWAYS
35/55 MPH
(OR E R
MUTCO)_
RURAL ROADS
45/55 MPH
500'
URBAN ARTERIALS
35/40 MPH
350'
URBAN STREETS
RESIDENTIAL &
25/30 MPH
200'
BUSINESS DISTRICTS
TRAFFIC CONTROL PLAN DOT STANDARDS AND GUIDES...
cl K Fiqu re pa ge
j
WORK ON HOULOERS TA-3
GTE NW, INC. 2312C W. CASINO RD, EVERETT, WA. 98204-1400
220TH ST SW
NOTE:
INTERRUPT TRA TO ACCESS THE
1. FLASHING BEACON SHALL BE INSTALLED
AT EACH SIGN FOR NIGHT-TIME USE.
2. DISTANCES MAY VARY AS APPROVED
BY THE ENGINEER.
3. FLAGGERS REQUIRED TO CONTROL TRAFFIC
WHENEVER THE CONTRACTOR MUST
WORK SITE WITH MATERIALS OR EQUIPMENT.
F�9 -
CHANNELIZING DEVICE SPACING (FT)
MPH
TAPER
TANGENT
50/65
40
80
35/45
30
60
25/30
20
40
TABLE L
MIMNIMUM TAPER LENGTH (L) IN FEET
LANE
25
Posted
30
Speed (mph)
35 40 45 50 55 65
WIDTH
(feet)
10
105
150
205
N/A
1
11
115
165
225
1 12
125
180
245
C�-
<I
.:3:
F1
.M. F'El
A_ X:
N�__ X31
1/3 L
< >
A
<UTILITY
WORX
AHEAD >
TABLE A
SIGN
SPACING X
FREEWAYS &
1500'
EXPRESSWAYS
35/55
MPH
(OR AS PER
MUTCD)
RURAL ROADS
45/55
MPH
500'±
URBAN ARTERIALS
35/40
MPH
350' ±
URBAN STREETS
RESIDENTIAL &
25/30
MPH
200" ±
BUSINESS DISTRICTS
I
TRAFFIC CONTROL PLAN DOT STANDARDS AND GUIDES
�" N :m Figure Page
WORK ON SHOULDERS TA-3
GTE NW, INC. 2312C W. CASINO RD, EVERETT, WA. 98204-1400
I
so
TABLE A
SIGN
SPACING x
FREEWAYS &
EXPRESSWAYS
35/55
MPH
(OR AS PER
MUTCO)
RURAL ROADS
45/55
MPH
500' ±
URBAN ARTERIALS
35/40
MPH
350' ±
URBAN STREETS
RESIOENTIAL &
25/30
MPH
200' ±
BUSINESS DISTRICTS
10 91 (T�)
FT
MIN
1/3 L
4
A
<SHOLILDER
CLOSED
AHEA
A
ROAD
WORK
AHEAD
TABLE L
MIMNIMUM
TAPER LENGTH (L) IN FEET
LANE
25
Posted
30
Speed (mph)
35 40 45 50 55 65
WIOTH
(feet)
10
105
1150
205
N/A
11
225
12
125
1 180
245
TRAFFIC CONTROL PLAN-. I DOT STANDAROS ANO GUIOES
SHOULDER WORK W/ MINOR ENCROACHMENT Figure Page
TA-6 117
GTE NW, INC. 2312C W. CASINO RD, EVERETT, WA. 98204-1400
CITY OF EDMON-0
.�_Ip 121 50'Avenue North - Edmonds, WA 98020
Phone: 425.771.0220 - Fax: 425.771.0221 - Web: www.ci.edmonds.wa.us
DEVELOPMENT SFRVICEs DEPARTMENT: PLANNiNG DiviSION
ADMINISTRATIVE DESIGN REVIEW
-STAFFDECISION-
BLD20090739 Project Proposal:
Young Electric Sign Company has submitted an application on behalf of Jacksons Food Stores for a new internally
illuminated wall -mounted sign and to reface a portion of the existing pole sign at the existing Shell Station located at
22000 Highway 99.
Property Owner Applicant
PacWest Energy LLC Young Electric Sign Company
3450 E. Commercial Ct. 416 E. 4 1 " St.
Meridian, ID 83642 Boise, ID 83714
Design Review Process:
Design review for signs is considered an administrative staff decision subject to the requirements of ECDC 20.60
(Sign Code) and 20.01 (Type I Staff Decision — No Notice Required).
Analysis:
1. Location. The project site is located at 22000 Highway 99 within the General Commercial (CG2) zone.
Projects in the CG2 zone are subject to the design standards found in ECDC 16.60.030.
2. Sign type. The proposed intemally illuminated wall -mounted sign is a permitted sign type in the CG2 zone.
The second sign involves refacing a portion of an existing pole sign only. Pole signs are a pennitted sign type
in the CG2 zone.
3. Size. The proposed wall sign is 25.83 square feet, which is less than the maximum allowed of one square foot
per lineal foot of attached wall (50 feet). The proposed refacing of a portion of the existing pole sign will not
cause a change to the current area of this sign. Based on the sign areas on file for the existing signs on site
(BLD20020632), the existing pole sign is 86 square feet, the two existing "Shell" signs on the canopy are 12.77
square feet each, and the existing "Food Mart" sign, which is to be replaced by the new wall -mounted
"Jacksons" sign, is 5.2 square feet. This yields a total existing signage of 116.74 square feet and a total
proposed signage of 137.37 square feet, which is below the maximum allowed total signage of 200 square feet.
4. Color. The proposed signs are grey, white, and red in color. These colors are not excessively bright or garish.
5. Height. Pursuant to ECDC 20.60.030, the proposed wall -mounted sign may be a maximum of 14 feet high, or
the height of the face of the building on which the sign is located. The height of the building is provided on the
plans as 14.5 feet; however, the proposed wall -mounted sign is shown as being no higher than the height of the
face of the building. The proposal to reface a portion of the existing pole sign will not cause a change to the
existing height of the pole sign.
Decision:
Based on the facts and conclusions of this report, staff finds that the design review for this project (File No.
BLD20090739) is APPROVED.
I have reviewed tt9,_;tpplication for compliance with the Edmonds Community Development Code.
Jen Machuga-,,15-lanning Division
Appeals: Design review decisions by staff under the provisions of ECDC 20.12.030 are only appealable to the
extent that the applicable building permit or development approval is an appealable decision under the provisions of
the ECDC. Design review by staff is not in itself an appealable decision.
X
M
�n
rm�"
M
Page I of I
-.CITY CLERK
CIVIC CENTRA 0
gOMONDS. WA 90020
STREET
PEDESTRIAN UTILITY EASEMENT
IN CONSIDERATION of benefits to accrue to the grantors herein,
the undersigned, Texaco Refining and Marketing Inc., hereby grants
to the CITY OF EDMONDS, a Municipal Corporation, a permanent
easement for the, installation, operation and- maintenance of a
sidewalk and utilities over, across., through and below the
following described property; and the further right to remove
trees, bushes, undergrowth and other obstructions interfering with
the location, construction and maintenanae of said utility,
together with the right of access to the easement at any time for
the stated purposes.
The easement hereby granted is located in the County of
Snohomish, State of Washington, and is more particularly described
in Exhibit "All and "B" attached hereto and incorporated herei n by
reference.
the original
The CITY agrees to restore to substantially during the
condition siich improvements as are disturbed
construction, maintenance and r6pair of said sidewalk -and
utilities; provided the grantors, their heirs, or assigns shall not
construct any permanent structure over, upon, or within the
permanent easement.
DATED this 9th day of January 1992.
TE:XA REFINING AN91'"ETING INC.
By .
It : Division 14anager
STATE OF WASHINGTON)
ss
COUNTY OF KING
On this 9th day of _j� �a, 1992, before me, the undersigned, a Notary Public in and for the State of Washington, duly
commissioned and sworn, personally appeared John A. Price to me known to be the Division Manager
of Texaco Refining and Marketing Inc., the corporation that executed the foregoing instrument, and acknowledged the said instrument to
be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he is
authorized to execute the said instrument pursuant to its bylaws or a resolution of its Board of Directors.
WrI`NESS my hand and official seal hereto affixed the day and . year first written above.
NO EXCISE TAX
arbli.c.in and for t tate ashington,
REQUIRED Pu
1 J D J. MERLITTI a Public in and for t tate ashington,
STATE OF WASHINGTON residi gat Kirkland.
APR 16 1992 NOTARY PUBLIC
I
VRKE SI[VERS, slohomii (ounly Ife0sultr MY COMMiSsion Expires &17-95
By KIIRKE ZIEVERS-
1 -0 'JF VOL. 2560PAGE-1506
611
2063237135 B. R. 0
r-942 T--*P-003 NO) 02 191 13:16
EXHIBIT "A"
BUSH, ROEL) Sc HITCHINGS, INC-
SIDEWALK EASENEWT DESCRIPTION
THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF
SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH
COUNTY, WASHINGTONt LYING WITHIN STRIPS OF LAND 2.00 FEET IN
WIDTH DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF I THE NORTHERLY PROLONGATION OF
THE WESTERLY MARGIN OF STATE ROUTE 99 (100 FEET IN WIDTH) WITH
THE EASTERLY PROLONGATION OF THE SOUTH MARGIN OF 220TH STREET
SOUTHWEST.(60 FEET IN WIDTH); THEjjCE SOUTH 2 50A 4128" WEST 37.38
FEET ALONG SAID NORTHERLY PROLONGATION TO THE MOST SOUTHERLY
CORNER OF RIGHT—OF—WAY PARCEL DESCRIBED IN DEED RECORDED UNDER
SNOHOMISH.COUNTY RECORDING NO. 8612180144, THE BEGINNING OF A
NON —TANGENT CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 29.00
FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS SOUTH 7901913511
EAST) AND A TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE
ALONG THE SOUTHWESTERLY LINE OF SAID RIGHT—OF—WAY PARCEL THE
FOLLOWING TWO COURSES: THENCE NORTHERLY 3.87 FEET ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 07*38156"; THENCE NORTH
86058'31" WEST 2.00 FEET TO A POINT HEREINAFTER REFERRED TO AS
POINT "A" AND THE BEGINNING OF A NON —TANGENT CURVE CONCAVE TO THE
WEST HAVING A RADIUS OF 27.00 FEET (A RADIAL LINE THROUGH SAID
BEGINNING BEARS SOUTH 86058'31" EAST); THENCE SOUTHERLY 3.60 FEET
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0703815,6." TO A RADIAL
LINE OF SAID CURVE WHICH BEARS SOUTH 86058131" EAST, THENCE SOUTH
86*58!31" EAST 2.00 FEET ALONG SAID RADIAL LINE TO THE TRUE POINT
OF BEGINNING;
ALSO, COMMENCING AT POINT "A" DESCRIBED ABOVE; THENCE ALONG SAID
SOUTHWESTELRY LINE OF RIGHT—OF—WAY PARCEL THE FOLLOWING THREE
COURSES: THENCE NORTH 86058'31" WEST 1.00 FOOT; THENCE NORTH
01003140" WEST 3.70 FEET; THENCE NORTH 8405111211 EAST 1.00 FOOT
TO A TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE
CONTTNUTNG ALONG SAID SOUTHWESTERLY LINE THE FOLLOWING THREE
COURSES; THENCE NORTH 8405111211 EAST 2.00 FEET TO THE BEGINNING
OF A NON —TANGENT ctfRVE CONCAVE TO THE WEST HAVING A RADIUS OF
29. 00 FEET (A RADIAL LINE THROUGH SAID BEGINNING �BEARS NORTH
84*5111211 EAST); THENCE NORTHERLY 12.60 FEET ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 24053131"; THENCE SOUTH 5905714111 WEST
2.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "B" AND THE
BEGINNING� OF A NON —TANGENT CURVE CONCAVE TO THE WEST HAVING A
RADIUS OF 27.00 FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS
NOR'M 59-57-41" EAST); THENCE SOUTHERLY il..73 FEET ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 2405313111 TO THE TRUE POINT OF
BEGINNING;
X041604213-/2 2560PAGE1507
Page 1 of 2
Ll
0
BUSH, ROED & HITCHINGS, INC.
ALSO, COMMENCING AT POINT "B" DESCRIBED ABOVE; THENCE ALONG SAID
SOUTHWESTERLY LINE OF RIGHT-OF-WAY PARCEL THE FOLLOWING THREE
COURSES: THENCE SOUTH 59057141" WEST 1.00 FOOT; THENCE NORTH
3400712711 WEST 3.70 FEET; THENCE NORTH 5104712411 EAST 1.00 FOOT
TO A TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINU-
ING ALONG SAID SOUTHWESTERLY MARGIN THE FOLLOWING TWO COURSES:
THENCE NORTH 5104712411 EAST 2.00 FEET TO THE BEGINNING OF A NON -
TANGENT CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 29.00
FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS NORTH 5104712411
EAST); THENCE NORTHWESTERLY AND WESTERLY 25.76 FEET ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 5005313811 TO SAID SOUTH MARGIN
OF 220TH STREET SOUTHWEST AND THE MOST WESTERLY CORNER OF SAID
RIGHT-OF-WAY PARCEL; THENCE NORTH 89006117" WEST 75.72 FEET TO A
POINT WHICH BEARS SOUTH 25044'00" WEST 33.06 FEET AND SOUTH
8900611711 EAST 781.83 FEET FROM THE NORTHWEST CORNER OF SAID
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29; THENCE
SOUTH 25044128" WEST 2.20 FEET TO A LINE LYING PARALLEL WITH AND
2.00 FEET SOUTHERLY OF SAID SOUTH MARGIN; THENCE SOUTH 8900611711
EAST 76.65 FEET ALONG SAID PARALLEL LINE TO THE BEGINNING OF A
CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 27.00 FEET;
THENCE EASTERLY AND SOUTHEASTERLY 23.98 FEET ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 50053'4111 TO THE TRUE POINT OF BEGIN-
NING.
SITUATE IN THE CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON.
A)
HARRY SCHMIDT
EDMONDS TEXACO
WILLIAM A. HICKOX, P.L.S.
REVISED JANUARY 22, 1992
REVISED NOVEMBER 1, 1991
OCTOBER 22, 1991
90265.01/SUR 53-B
2/2
FES
P,r..DA?,!T C-0.9NTER
%`pZ04 IL60421
voi. 2560PA6EI508
2063237135 B. R. F-1'942 T-.50-002. HOV 02 191 13:15
EXHIBIT "B"
220 TH 15T. �5-W- 0
s.w. u4e oF o4w
['76.65: 44 7
P*0X-l--L , OF-C MO.
6, bGi:w bo%44
.0 'cb,
0.
Tpo-m.
ui 1.00,
cn
< 1p
L9
P0114T v
-T. P. 0. I'S
LINE OlSTA14CE 1. 00' 2.0a
2. OT W F_ 3.-la
m l5s*5i'41" E 5,co� A Ola 36 SV'
poM-r 'A A^ P- 2S. 0 0,
4-- 386C. t- 5. %T
---7 sa,
15. cb, ovO oe; 40' F, :5:106
ra - S W Irp-o-P5.
67
�5(DffWALK EbM'T
. 77
PQ EfPAQffo MR W AP.JQY 50-1 M I DT
tDMC)Nf:)Ib TffYAW 51TE 256 0 PAGE15009
JOF5 NO. c50'xG5.01 CWTE : MW I , 1551
ORq
9204160421
cn S E A L
CP
N A.
of WA
0
&
TEyk
'I I ILM
(Y 9 0 . 1 9 9 -
City of Edmondses i i- iLET F -,LE
RIGHT-�OF-WAY CONSTRUCTION
PERMIT Permit Number: 9'�'?_ --,A /
-7-
Issue Date:
A. Address or Vicinity of Construction: 22000 Highway 99
B. Type of Work. (be, specific): Install New Service
C. Contractor: -Washington Natural Gas Company
MailingAddress: 815 Mercer Street,
Seattle, WA 98111
State License #:
D. 'Building.Permit # (if applicable):
Contact: Frank Swan
Phone: 224-2278
Liability Insurance: Bond: $
Side Sewer Permit # (if applicable):
E. F_-1 Commercial EJ Subdivision E] City Project KI Utility (PUD, GTE, WNG, CABLE, WATER)
F] Multi -Family E] Single Family n Other
INSPECTOR: INSPECTOR:
F. Pavement or Concrete Cut : [I Yes K]No G. Size of Cut: � x — H. Charge$
APPLICANT TO READ AND SIGN
INDEMNITY. Applicant understands and by his signature to this application, agre old t;;1Ci4E9?n'x�_ar-mless from injuries, damages, or
At
claims of any kind 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 c6sq, and attomeyfees by reaso4 of granting this permit.
'1- 7). -(� Q7-'
7HE CON77ZACTOR IS RESPONSIBLE FOR WORKMANSHIPAND MATERIALS FOR A PERIOD OFONE YEARFOLLOWING THEFINAL-INSPEC77ON
AAE) ACCEPTANCE OF 7HE WORK ES77MATED RESTORA77ON FEES WILL BE HELD UN77L THE FINAL MEET PATCH IS COMPLE7ED BY
CITY FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUAVCE TO THE APPLICANT"
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering DeparW �'Ir 2
Work is to be inspected during progress and at completion. 771-0220
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 requirea by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day;
NO EXCEPTIONS.
I have read the above statements, ��erstand �e ger�nit requirements and the pink copy, of the permit will.be available
on site at all timesfor inspec h9_10W &14Z.
Signature:
Date: July 6, 1992
(Contractor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
'x
4)
BEGIN PRIOR TO
Engrg. Div. 1991
FIELD INSPECTION
I I I - Route copy to Street Depi)
Comments:
Diagram:
CONTRACTOR CALLED FOR INSPECTION
Partial Work Inspection by P. W.:
Work Disapproved By:
FINAL APPROVAL BY:
0 YES
Date:
Date:
0 NO
11
Eng. Div. July 1985
Washkvton,
Naturblum-0=
&VMrrQCnbMq0CCMv-
1,2,1- C:)o 0
Undum to Citl Of JAM-O-ILd—s
kdas Right of Way
permit Application
Submitted by: IZIC,14A,%ZP WIL-LA.RD
Engineering Aide
Washington Natural Gas
622-6767 X2761
pager "IL-q-
0 C> CLCr S
r S 1?- 6-
06
C)
C)]
PIP. wNG, to window
water main del
unknown
I'" gas main
-w- water
-g- gas
-ss- sewer
water hydrant
SIS McrCer St. (P.O. Box 1869). SMUIC. WA 98111 (206) 622-676-'
(Y 9 0 - I C) 4 -
City of Edmon'ds
06 2"ZZ3 1-m- i
R -OF-WAY CONSTRUCTION
PERMIT Permit Number: 2,
Issue Date: &_
A. Address or Vicinity of Construction: - +-K
- ;)-16 -4 2-7-660 5�
B. Type of Work (be specific): Cu w-b 4 -A (D.-*Lx-it,"1�1
40 e_ vvl*-- 4 —)CxA.4-x_
C. Contractor: R.1- , -+ Sov-,5 Contact: rn 6'Lr�—
Mailing Address: 0-103 C.""s L,'-�AcA Phone: 20(., -7 '/ I —
State License #: I :S F15j- Iq () \3
Liability Insurance: Bond: $
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):
E. Commercial El Subdivision El City Project F
] Utility (PUD, GTE, WNG, CABLE, WATER)
Multi -Family [:] Single Family F] Other
INSPECTOR: INSPECTOR:
F. Pavement or Concrete Cut :
JpYes [1No G. Size of Cut: x '200 H. Charge$
&-2-9
APPLICANT TO READ AND S
INDEMNITY. Applicant understands and by his signature to this application, agrees to ho the City of Edmohds hatwilessftom injuries, damages or
claims of any kind or description whatsoever, foreseen or unforeen, that may be made ag 71n.st the COMy off Edmonds, or any of its departments or entploy-
ees, , including or not limited to the defense of any legal proceedings including defense costs, and attorneyfees by reason of granting this permit.
THE CONTRA CTOR IS RESPONSIBLE FOR WORKMANSHIP AND MA TERIALS FOR A PERIOD OF ONE YEAR FOLLO WING THE FINAL INSPEC17ON
AND ACCEPTANCE OF THE WORK. ES77MA7ED RESTORA 7TON FEES WILL BE HELD UN77L THE FINAL S77ZEET PATCH IS COMPLE7ED 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. E"
A 24 hour notice is required for inspection; Please call the Engineering Departme iR'571'�'f`
,�:M
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 approvecj-�material prior to the end of the working day;
NO EXCEPTIONS.
I have read the above statements and understand the permit requirements and the pink copy of the permit will be available
on site at all times r inspection purposes.
Signature: 61 Z Date: F 1!?,f Z_
(Contractor orAgenT
----,--,CALL DIAIA DIG PRIOk TO BEGPiNING WORK
RECE11yr
RK
:.DATE::-:-:�_� . ISSUEDBY
TO PERMIT ISSU
Engrg. Div. 1991
FIELD INSPECTION RES
(Fund I I I - Route copy to Street Dept.)
.Comments:
Diagram:
CONTRACTOR CALLED FOR INSPECTION
Partial Work Inspection by P. W.:
Work Disapproved By:
FINAL APPROVAL BY: lzwl-
0 YES 0 NO
Date:
Date:
Eng. Div. July 1985
0
RF-CF—IVED
J U L 1 6 1992
ENGINEERING
July 15, 1992
Lyle Crisman
Engineering Inspector
City of Edmonds
250 5th Avenue N
Edmonds, WA 98020
Dear Mr. Crisman,
f-'ET RLE
au
GTE Northwest Incorporated
22118 20th Avenue S.E., Suite 130
Bothell, WA 98021-4407
Reply To
WA010200-ENGR
Subject: TELEPHONE FACILITIES TO 22000 HWY 99, GTE W. 0. #2100-3POOIQD
After thorough consideration of the available options to place telephone
facilities to the Texaco Station at 22000 Hwy 99, we have concluded that
temporary aerial feed may be the best means for all concerned. The only
other options that would satisfy the City of Edmonds' ordinance are as
follows:
1. Open cut from the northwest corner of the intersection of 220th
and Hwy 99 to the southwest corner parallel to Hwy 99. The
number of underground utilities along 220th preclude the
ability to window and push. This option would impact traffic
and disrupt the road surface of 220th.
2. Open cut or window and push from the east side of Hwy 99 to the
west. This option presents traffic and potential road surface
problems.
3. Open cut or window and push from a telephone pedestal located
approximately 400 feet west of Hwy 99 on the south side of
220th. This would create a long patch over a newly paved road.
Therefore, GTE requests permission to place two spans of 25 pair cable
(approximately 1/2 inch diameter) from the pole at the northwest corner of
this intersection to a pole on the southwest corner, then 40 feet west to
the pole the developer has provided at the telephone entrance conduit.
Please see the enclosed sketch. This aerial power lead, to which we would
attach this cable, will be considered temporary and relocated to
underground at the time of the Hwy 99 Improvement Project planned for in
the next few years.
A part of GTE Corporation
0 '� r. 0
Lyle Crisman
July 15, 1992
Page 2
This service station thanks you in advance for your speedy consideration of
this matter. Please contact Carl Samuelson, Field Technician, at 206/488-
1620 with any questions or concerns of this matter.
Sinc
Wely,
B. E. Knight
Operations Supervisor-
OSP Engineering
BEK:mab
Enclosure
(Y 9 0 . 1 9 4 -
71
v
i iEET FILE
City of Edmonds ST"
RIGHT-OF-WAY CONSTRUCTION
PERMI Permit Number: 1?15� �'�q'39
Issue Date: -7
A. Address or Vicinity of Construction: - 22000 Highway 99
B. Type of Work (be specific): Install New Service
C. Contractor: Wash. Nat'l. Gas CompaLiy
Mailing Address: 815 Mercer St. Seattle, Wn.
State License #: 98111
D. Building Permit # (if applicable):
Contact: Frank Swan
Phone: 224-2278
Liability Insurance: Bon&`$
Side Sewer Permit # (if applicable):
E. 'F� Commercial E] Subdivision M City Project )=Utility (PUD, GTE, WNG, CABLE, WATER)
F1 Multi -Family [:] Single Family M Other
INSPECTOR: INSPECTOR: 1RW
F. Pavement or Concrete Cut TA Yes MNo(l) G. Size of Cut: -3—, x 4 Charee $
Gas
APPLICANT TO READ -,SrGN -7
/ / -_
the City ofEdmonds hatwilessftom injuries, damages, or5o
INDEMNITY. Applicant understands and by his signature to this application, agree Z t'�'K
claims ofany kind or description whatsoever, foreseen or unforeen, that may be mad� against the City ofEdmonds, or any ofju departments or employ-
ng is ff r- i7��Z
ees, including or not limited to the defense ofany legal proceedings includi defense cos , and attorneyfees by reason ofgrantin 'this ve
V I .-. -
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR -A -PERIOD IfE
. ?F OAE YEAR FOLLOWINg-T fINIL-INSPECITON
AND ACCEPTANCE OF THE WORK ES77MATED RESTORA77ON FEES WILL BE HELD UN71L THE FINAL S77ZEET PATCH IS COMPLETED BY
CITY FORCES, A T WHICH 77ME A DEBIT OR CREDIT WILL BE PRO CESSED FOR ISSUANCE TO THE A PPLJCANT.
Construction drawing of proposed work required with-:peniijit application.
A 24 hour notice is required for inspection; Please call the Engineering Departme
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 approved material prior to the end of the working day;
NO EXCEPTIONS.
I have read the above statements and understand the permit requirements and the pink copy of the permit will be available
on site at all timesfor inspection purposes.
Signature:
Date: July 18, 1992
(Contractor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
PRIOR TOYERMIT ISSUANCE
Engrg. Div. 1991
FIELD INSPECTION
I I I - Route copy to Street De`pt.)"�!
Comments:
Diagram:
CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P. W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
Eng. Div. July 1985
7
AV
City of Edmonds*
-OF-WAY CONSTRUCTION
RIGHT
PERMIT
Permit Nmnber:
Usue Date: '7-
A. Address or Vicinity of Construction: 22000 Highway 99
B. Type of Work (be� specific):
Install New Service
9 0 1
C Contractor: Washiagton Natural Gas Company Contact: Frank Swan
MailingAddress: 815 Mercer Street, Phone: 224-2278
State License #: Seattle, WA 98111 Liability Insurance: Bond: $
D. !Building Permit # (if applicable):
Side Sewer Permit # (if applicable):
E. F-1 Commercial El Subdivision E] City Project Ig Utility (PUD, GTE, WNG, CABLE, WATER)
n Multi -Family [-] Single Family n Other
INSPECTOR: INSPECTOR:
Y. Pavement or Concrete Cut LJ Yes XJNo G. Size of Cut: x H. Charge$
APPLICANT TO READ AND SIGN
e-
INDEMNITY. Applicant understands and by his signature to this application, agy� . !O�hold the'dty �f E�mo"rmlessfrom injuries, damages, or
claims of any kind or description whatsoever, foreseen or unforeen, Lhat maybe m e against ihe City of Edmonds, or any of its departments or employ-
ees, including or not limited to the defense of any legal proceedings including defense iosis, and attorneyfires by reason of granting this permit.
THE CON7RA CTOR IS RESPONSIBLE FOR WORKMA NSHIP A AD MA TERIALS FOR A PERIOD OF ONE YEAR FOLLO WNG iHE FINAL- INSPECITON
AAD ACCEPTANCE OF THE WORK. ES77MA 7ED RESTOR,47TON FEES WILL BE HELD UN77L THE FINAL S7XEET PATCH IS COMPLETED BY
C17Y FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED I FOR ISSU.J(VCE TO THE A PPLICA NT.---,, 11
i T. 'S
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Departm
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 approved material prior to the end of the working day;
NO EXCEPTIONS.
I have read the above statements a!!�Lundersland the permit requirements and the pink copy. of the permit will be available
on site at all timesfor inspeoleirpurpo s
.:0000 4�1
Signature: _ �1-1�4 Date: July 6, 1992
(Contractor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
. ...... . . . ... .
FOR CITY USE ONLY
APPROVED BY: RIGHT OF WAY DEPOSIT:
TIME AUTHORIZED: VOLD AFTER Ekkt- DAYS DISRUPTION FEE/FUND I 11:
SPECIAL CONDMONS:. RESTORATION FEE.
PERMIT FEE:
...... . . ......TOTALFEE:.
..... COMMENTS:
DATE: ISSUED BY: 7./3
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
N
Engrg. Div. 1991
Gas
lkid)andum to
sit, of zdmonds
Right of Way
Permit Application
Submitted by: 1ZjC14AJZP WILLAAD
zngineering Aide
Washington Natural Gas
622-6767 X2761
PW\( pager c%A-
PIP, vNC
Wal
un)
12,
,&%=.Y -
-w- water
-g- gas
-zs- sewer
water hydrant
h
SIS Ma= St. (P.O. Box 1869). Scenic. WA 99111 (206) 622-676-1
Setbacks/Variance/Setback Adjustment
------------ --
...... .
Conditional Use Permit
ADB Requirements
.....
.......... ......
*....A" HIM
Other Zoning Requirements
mg
IBM.
Underground Wiring Required
lIZZ1,94
5
Lot Slope IS%
6
SEPA Environmental Checklist/Hydraulics Permit
.7.
Tree Cutting Plan
Plat/Subdivision Requirements
.................. . . . . . . . . . . . . . . . .
Legal Description Verification
Quit Cllalm/Street Dedications
Easements !;�Pdvate2,T/4lQu*.r-
Engineering Sfo—rm Drain Review Fee
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
Engineering 2.2 Inspection Fee
..............................
Drainage Plan (On-Pite)
. . . . . . . . .
Setback - Top of Bank, Stream, Water Courses
Setback - Storm Drain Line
Open Ditch - Existing
. . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....
. . . . .......
Culvert Required 642Z�-
.......... . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . ........
Culvert Size
MIVA MINES* ... . .. .
. . . . . . . . . . . . . . . . . . .
Shoulder Drainage/Shale Open Runoff
.................. .
.21:
Catch Basin Required 4&d
.........
. ... . ...... .
22
Driveway Slope & Vehicle Access
Sidewalk Required
Curb & Gutter Required
25
Curb Cut For Driveway Required 1/65
-26.
Street Paving Required
27
Right -Of -Way Construction Permit Required
.. ..........
. . ........
28
Street Name Sign Required
. .. ...........
.... .........
29
Other Signing Required
30:
Bond Required For Public Improvements
<-- F.M.:
31
FEMA Map Check/Water Table
.32
Side Sewer Availability
33
Calculate Sewer Connection Fee If No LID #
34
Create Street File
. .......
35
Existing Water Main Size
- - - - - - - - - - - - - -
. . . . . . . . . . . . . . . . . . . . . ........... . . . . . . . . . ..........
3 6
Water Meter Size
I'M
-V
37
Service Line Size
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... .......
..... .
.....................
--- - --
..........
I
Water Meter Charge Required kLt
................
.....
Hydrant Required
. .
......
Z0-?Z
40
Hydrant Size Existing
9A,
41
Fire Line Charge Required - Sprinkler
42
Street Cut
AJ6
AX)
43
Miscellaneous
I-z7-1 Z
44
p
Reviewed By:
FIRE PLA ENGINEERING PUBLIC WORKS
STWfff FILE
c--NV
AUG 01 '91 09:28 LOREN DWS INC PSA
0
P. 1/6
4 A W Y E R 5
SAMPSOti
&WILSON
A PROFeSSIONAL
SER"CE CORPORATiON
450 SKATTUCK AVE. SO.* STE. 200
Riwom. WAskiiNmos 080$3-2427
PtEitca couNTY (206) S63-4363
K*Ko Couwv (206) 9*6-4Q*O
FAcawLs (20C 225-AQSS
tit"
STU 4 �:_
FACSIMILE NLTY-BER: 235-4838
FACSIMILE TRANSMITTAL SHEET
DATE:
TO:
FAX NUMBER% r/ "/-� 6- 3 0 c-�
FROM:
sur.o. OZ. SAMPSOM
OuNCAN, e. WIL=m
LAumE J, NoRNEs
PUTUR J. PgAGWIN
KA-rwgkmg I.. J0kN$*m
This transmission consists of pages including
this transmittal sheet,
COMMENTS.,
Please call the above number if you do not receive all
pages. if you have any questions regarding this transmiz&ion,
please contact Mary A. Livermore at 235-4800.
AUG 01 '91 09:28 LOREN D,§BS INC PSA
0 P. 2/6
L A W Y E R S
SAMPSON
&WILSON
A. PROFESSIONAL
51CIRVICUM CORPORATION
450 SHATTUCK AVE So, �, STF, 200
tUNTON. WA3HIN=N ')fi0,i,'11427
rIERCE COUNTY (206) 803,4303
KING CouNTY (200) 235-4a00
FA=R4" (206) 235-A838
Mr. Cordon Hyde I
Znginearing Coordinator
The City of Eftonds,
Community Services Dept.
Engineering Division
260 Fifth Avenue North
Edmonds, WA 98020
Via Fax: 778-6322
August 1, 1991
REi Texaco at SR 99 and 22otb S.W., Edmonds
Dear Mr. Hyde:
SusAN R. 5AmPsoN
DUNCAN C. W46tiON
LAtmw J - Nowqw%�
PL'VWJ, PdAOUIN
KATbtL�RNV. L. -J0,tNWo4
Thank you for your courtesy in meeting with Frank Beck, Harry
Schmidt, and me, on Tuesday to discuss the Texaco station at SR
99 and 220th S.W. in Edmonds.
In this letter, T would like to suumarize Texaco's reqUeOt*
regarding the site. I hope you Will shaLre these concerns of
Texaco with your technical advisory committee at its August 1,
1991, meeting.
Histogy qf the site: Nature of Prolegt. The site, located
at tile soutnwest corner of SR 99 and 220tn S.W. , has long been
used as a gasoline service station. Most recently, It was a shell
station; now, Texaco proposes to put a fresh finish on the site,
and to reuse the existing building, canopy, and pumps as a Texaco
service station and small convenience store.
Procedure to Pgta.' Texaco's proposal has been given final
approval by the City of Edmonds Architectural Design Board,
subject to Engineering, Department approval for the driveway plan.
We understand that Engineering Department approval would actually
come from the Community Services Director.
Considerations Regarding the Drivqyay. The station is served
by one curb cut on 220th S.W., and by two curb cuts on SR 99. It
has been proposed that the northern maost curb cut on SR 99 be
is AUG 01 '91 09:29 LOREN DIWS INC PSA
0 P.3/6
6 A W V K a a Gordon Hyde, Engineering Coordinator
SAMPSON August 11 1991
&WILSON Page -2-
closed. However, closure of that driveway would render the site
not functional as d gasoline service 5tatione because.- (a) tank
trucKs that supply the station with ga5oline would be unable to
serve the site (service is required about once daily); and (b) a
major, portion of the station's customer base travv16 oouthbound
on SR 99, enters the northern most curb -cut on SR 99, and exits
onto the southern most curb -cut on SR 99. To delete the northern-
most curb -cut would result in conflicting traffic patterna on the
site. Customers would be required to make a 360 deg -roe maneuver
to resume their original direction of travel. This is likely to
seriously 1mpede the economic viability of the site.
Access to the site is already severely limited by the
intersection design and traf f ic conditions on SR 99 and 220th 6 W.
Traf f ic that is northbound on SR 99 cannot make a left turn across
oncoming lanes of traffic into the site. Even those motorists who
might attempt an unlawful maneuver are barred by a curb between
the northbound and southbound lanes of SR 99. Furthermore,
we5tbound traffic on 220th S.W. has no access to the Site. Not
only would such a maneuver require crossing two lanes of oncoming
traffic; hills and dips on 220th immediately to the west of Texaco
lot prohibit visibility of oncoming traffic on 220th, so that a
left turn off 220th into the site is not feasible.
Finally, during our meeting, - it was disclosed that the
community transit agency expects to install aL bus stop on the
southern most portion of Texaco's frontage on SR 99. While buses
are stopped at this site, if the northern curb -cut were removed,
the sole access to SR 99 would be blocked. This would leave the
station with only the curb -cut for eastbound traffic on 220th
available to serve the customer base.
curb -cuts Are Permitted Under the Hichway 99 Report. The
City has suggested closing Texaco0s northern most curb -cut on SR
99 because of provisions of the SR 99 Improvement Project Roadway
Design Standards, contemplating that only single curb -cuts from
commercial sites should be permitted on to SR 99; access from'SR
99 ahould be diverted to secondary streets; and all curb -cuts
should be as remote as feasible from intersections.
Texaco understand those design considerations, and if it were
building a now station today, undoubtedly would use a larger site
and would design its access much differently. However, the SR 99
improvement project roadway design standards expressly contemplate
continuing use of pre-existing drives constructed under old
standards. For example, the following sections of the SR 99
report would permit Texaco to keep its curb cuts -
Paragraph 1.1., "General." This section recognizes that,
"The skewed intersection angles and series of narrow properties
along SR 09 present num rous conditions requirinq individual
* AUG 01 '91 09:30 LOREN DjWS INC PSA
0 P. 4/6
L A W Y 9 R 5 Gordon Hyde, Engineering coordinator
SAMPSON August 1, 1991
&WILSON Page -3 -
considerations, * # - . Non-conforyAaroa ahould be granted to safe,
and reasonable existing access and parking operations. Special
conditions and exemptions shall be considered for approval by the
appropriate administrating authority." The drafters of the report
seeza to have the Texaco property in mind. It is a skewed
intersection (220th runs from $.W. to X.E.), and is a relatively
narrow property. it is pre-existing, and therefore should be
treated individually, and is a candidate for non-conformanoo for
it5 red5onable existing access.
The report, paragraph 1*2-6 (1) treats existing driveways,
and says "the number and location of the existing driveway (a) may
be retained if the existing driveway(s) meetz any of the following
criteria . . . (b) existing driveways are approved by the
appropriate administering authority as necessary for the rontinued
commercial viability of the current land use and the present
location of the existing building. The intent is to allow
existing properties to maintain functional access and parking."
This section would allow Texaco to Xeep its existing driveways in
order to preserve the continuing co=ercial viability of the
existing building and current land use.
Closing ne gM112-gut FoUld Violate CIty - of :Edmonds
ordinances. Closing of the curb -cut would violate ordinances
that are part of the community development code Of the city of
Edmonds. In particular, if the curb -cut were closed, the only
possible access for tank trucks and for consumers during the times
access was blocRed by transit buses would require a round about
approach through neighborhoods to the west of SR 99. However., the
City Ccde prohibits diversion of commercial traffic onto secondary
streets, if that diversion directs traffic into residential areas.
For example, Code Section 15.25.000 B4 provides that "the
disruption of established neiqhborhoods by street and highvay
systems must be avoided." Section 15.20.010 regarding commercial
land use, at Section C regarding policy says, "It shall be the
stated policy of the City of Edmonds to discourage andi to the
extent permitted by law, prohibit the encroachment of commercial
uses from Highway 99 into adjacent residential neighborhoods."
Policy, at C2 says, "Traffic control, routing and diversion shall
not encourage the spread or extension of commercial use into
residential neighborhoods. To the extent consistent with the
public health safety and welfare., the actions of the City shall
attempt to divert and route commercial traffic from residential
streets." These sections constitute the firm statement of the
City of Edmonds that it would prefer not to have Texaco's tanker
trucks diverted around the block back into the station to off
load.
conditigns for Mening the- Curb�cut. Texaco has no obJection
to replacing the broken curbing that presently separates the
northern -most from the southern -most driveways on the site with
w'. *V . AUG 01 �9 1 1 09:30 LOREN DfBS 1NC PSA 40 P.5/6
L A W Y E A 6 Gordon Hydep Engineering Coordinator
SAMPSON August 1# 1901
&WILSON Page -4-
a more substantial and attractive curb.
it has been suggested that a different use in the future
would not be permitted to have two curb cuts. Since Texaco is in
the busines5 only of operating service stations with attendant
convenienqe stores, it hab no serious Qbjection to sacrificing the
northern-mort curb -cut on SR 99 if ro-ex-vice station use of the site
is abandoned some time in the future. But a uniVe aspect of the
service station business J5 thdt it requires easy in and out
access for its patrons.
necedent. The City of EdmorAs may be interested in knowing
that a curb -cut permit recently was granted in a strongly similar
situation in Bothell. The traffic engineer from the Washington
State Department of Transportation, District 7, examined the file
and recognized that Texaco was only giving a facelift to a pre-
existing use. He recognized that such cosmetic changes should not
be an occasion for changing the curb -cut,, thereby changing the
economic viability of the Site.
gyp=Xy. summarizing, the project is an old site served by
driveways providing access to fuel i tanks in locations that Would
never be designed. by today's engineers. But it is an old site
that razains commercially viable, and should remain so. It can
remain viable only if it is permitted to keep its curb -cuts on SR
99. Permission for the curb -cuts can be granted consistent with
the SR 99 report, which recognizes that spec ial consideration must
sometimes be given to pre-existing driveways, skewed
intersectionso and narrow frontages.
Furthermore, granting this driveway is consistent with the
Edmonds City Code which expressly prohibits the diversion of
commercial traffic into residential neighborhoods to approach a
commercial site on Highway 99 only through secondary access.
Weighing (1) the policies expressed in the Edmonds Community
Development Code, (2) the need for curb -cuts to maintain the
economic viability of the site, and (3) the recognition in the SR
99 study that certain pre-existing driveways should be
grandfathered, the City should grant Texaco its permit for the
curb -cuts.
Very truly yours,
SAMPSON & WILSON, INC., P.S.
Susan Rae Sampson
cc: Frank Beck
Harry Solmidt
a
GTE to construct, maintain and operate a buried communications cable
along the south side of 220th St. SW starting 260' east of Hiway 99. The
cable will head west from the starting point till it reaches the comer at
Hiway 99. From here the cable will change direction and head south for
272'. At this point the cable will riser up a pole that will be relocated 3' east
by PUD to accommodate sidewalks that will be placed by work being done
for the road improvements along Hiway 99.
In order to perform the above mentioned work GTE will be required to
perform the following. Place one pedestal at the starting point. Push 220th
St. SW heading north for 67' from the starting point with one 4" PVC,
where it will then rise into a pedestal. Heading west from the starting point
GTE will open cut an existing asphalt patch in a driveway for 87'. The open
cut will begin 43' west of the starting point, and end 130' past the starting
point along the south side of 2201h St. SW. At 130' west of the starting point
GTE will set one pedestal next to an existing PUD pole. From this pedestal
GTE will push 8' north with one 4" PVC under the sidewalk to 220th St.
SW. GTE will then open cut the south most lane of 2201h St. SW, heading
west, for 130' beginning at 130' west of the starting point. At 260' from the
starting point GTE will push 8' south with one 4" PVC under the side walk
to the planting strip. GTE will continue burying cable heading south while
staying in the planter strip. At 361' and 466' from the starting point GTE
will push one 2" PVC under existing asphalt driveways. At stationing 532'
GTE will riser up relocated PUD pole and intercept existing aerial cable.
Once existing aerial cable is intercepted GTE will remove aerial cable
heading north from this point. Stopping on the northwest side of the
intersection of 220"' St. SW and Hiway 99. On the southeast comer of the
intersection of 2201h St. SW and Hiway 99 at address 22001 GTE will
Oth St. t
remove one pole. South of 22 SW along the eastside of Hiway 99 GTE
will transfer it attachments to a relocated PUD pole and remove old pole.
Approximate address for this location is 22127. This pole was relocated
under PUD work order JPN# 346E98.
On the northwest comer of the intersection of 2201h St. SW and Hiway 99
GTE will place a pedestal at the base of PUD pole number P-28 I X.
Heading north along the west side of Hiway 99 for 125' from PUD pole P-
2 8 1 X to pole P-2 81 GTE will replace an outdated aerial cable. GTE will
attach updated cable to relocated PUD poles, P-28 1X & P-28 1, and remove
old poles, and outdated cable. These poles were also relocated under PUD
work order JPN# 346E98.
On the west side of Hiway 99 at approximate address 21700 GTE will attach
to PUD pole P-278. From this pole (P-278) north GTE will then remove
cable to pole P-279, and remove pole P-279. GTE will also replace outdated
cable that heads west from pole P-279 to address 21700 with updated cable
that enter the address from pole P-278.
a 0
L A W Y E R S
SAMPSON
&WILSON
A PROFESSIONAL
SERVICE CORPORATION
450 SHAT-rUCK AVE. SO.* STE. 200
PENTON. WASHINGTON 98055-2427
P!ERCE COUNTY (206) 863-4363
K NG COUNTY (206) 235-4800
FACSIMILE (206) 235-4838
Mr. Gordon Hyde,
Engineering Coordinator
The City of Edmonds
Community Services Dept.
Engineering Division
250 Fifth Avenue -North
Edmonds, WA 98020
Via Fax: 778-5322
STReEET Fill E
August 1, 1991
RE: Texaco at SR 99 and 220th S.W., Edmonds
Dear Mr...Hyde:
RECEIVED
AUG 0 2 1991
ENGINEEBI,NGSAMPSON
DUNCAN C. WILSON
LAURIE J. NORNES
PETER J. PEAQUIN
KATHERINE L. JOHNSON
Thank you for your courtesy'" in !meeting with Frank Beck, Harry
Schmidt, and me,.'on T * uesday to,discuss the Texaco station at SR
99 and.220th S.W. in Edmonds.
In this letter, I would like to summarize Texaco's requests
regarding the site. I hope you will share these concerns of
Texaco with your technical- advisory committee at its August 1,
1991, meeting.
History of the site; Nature of Project. The site, located
at the southwest corner of SR 99 and 220th S.W., has long been
used as a gasoline service station. Most recently,, it was a Shell
station; now,.,,Texaco proposes to put a fresh finish on the site,
and to reuse the existing building, canopy, and -pumps as a Texaco
service station and small convenience store.
Procedure to Date. Texaco's proposal has been given final
approval by the City of Edmonds Architectural Design Board,
subject to Engineering Department approval for the driveway plan.
We understand that Engineering Department approval would actually
come from the.Community Services Director.
cons iderat ions'Regardinct the Driveway. The station is served
by one curb cut on 220th S.W., and by two curb cuts on SR 99. It
has been proposed that the northern most curb cut on SR 99 be
0 a
L A W Y E R S Gordon Hyde, Engineering coordinator
SAMPSON August 1, 1991
&WILSON Page -2-
closed. However, closure of that driveway would render the site
not functional as a gasoline service station, because: (a) tank
trucks that supply the station with gasoline would be unable to
serve the site (service is required about once daily); and (b) a
major portion of the station's customer base travels southbound
on SR 99, enters the northern most curb -cut on SR 99, and exits
onto the southern most curb -cut on SR 99. To delete the northern-
most curb -cut would result in conflicting traffic patterns on the
site. Customers would be required to make a 360 degree maneuver
to resume their original direction of travel. This is likely to
seriously impede the economic viability of the site.
Access to the site is already severely limited by the
intersection design and traffic conditions on SR 99 and 220th S.W.
Traffic that is northbound on SR 99 cannot make a left turn across
oncoming lanes of traffic into the site. Even those motorists who
might attempt an unlawful maneuver are barred by a curb between
the northbound and southbound lanes of SR 99. Furthermore,
westbound traffic on 220th S.W. has no access to the site. Not
only would such a maneuver require crossing two lanes of oncoming
traffic; hills and dips on 220th immediately to the west of Texaco
lot prohibit visibility of oncoming traffic on 220th, so that a
left turn off 220th into the site is not feasible.
Finally, during our meeting, - it was disclosed that the
community transit agency expects to install a bus stop on the
southern most portion of Texaco's frontage on SR 99. While buses
are stopped at this site, if the northern curb -cut were removed,
the sole access to SR 99 would be blocked. This would leave the
station with only the curb -cut for eastbound traffic on 220th
available to serve the customer base.
Curb -cuts Are Permitted Under the Hiqhwav 9��. The
City has suggested closing Texaco's northern most curb -cut on SR
99 because of provisions of the SR 99 Improvement Project Roadway
Design Standards, contemplating that only single curb -cuts from
commercial sites should be permitted on to SR 99; access from SR
99 should be diverted to secondary streets; and all curb -cuts
should be as remote as feasible from intersections.
Texaco understand those design considerations, and if it were
building a new station today, undoubtedly would use a larger site
and would design its access much differently. Howeverl the SR 99
improvement project roadway design standards expressly contemplate
continuing use of pre-existing drives constructed under old
standards. For example, the following sections of the SR 99
report would permit Texaco to keep its curb cuts.
Paragraph 1.1., ."General." This section recognizes that,
"The skewed intersection angles and series of narrow properties
along SR 99 present numerous conditions requiring individual
L A W Y E R S Gordon Hyde,_ Engineering Coordinator
SAMPSON August 1, 1991
&WILSON Page -3-
considerations . . . . . Non-conformance should be granted to safe
and reasonable existing access and parking operations. Special
conditions and exemptions shall be considered for approval by the
appropriate administrating authority." The drafters of the report
seem to have the Texaco property in mind. It is a skewed
intersection (220th runs from S.W. to N.E.), and is a relatively
narrow property. It is pre-existing, and therefore should be
treated individually, and is a candidate for non-conformance for
its reasonable existing access.
The report, paragraph 1.2-6 (1) treats existing driveways,
and says "the number and location of the existing driveway (s) may
be retained if the existing driveway(s) meets any of the following
criteria . . . (b) existing driveways are approved by the
appropriate administering authority as necessary for the continued
commercial viability of the current land use and the present
location of the existing building. The intent is to allow
existing properties to maintain functional access and parking."
This section would allow Texaco to keep its existing driveways in
order. to preserve the continuing commercial viability of the
existing building and current land use.
Closing the Curb -cut Would Violate City of Edmonds
ordinances. Closing of the curb -cut would violate ordinances
that are part of the community development code of the City of
Edmonds. In particular, if the curb -cut were closed, the only
possible access for tank trucks and for consumers during the times
access was blocked by transit buses would require a round about
approach through neighborhoods to the west of SR 99. However, the
City Code prohibits diversion of commercial traffic onto secondary
streets, if that diversion directs traffic into residential areas.
For example, Code Section 15.25.000 B4 provides that "the
disruption of established neighborhoods by street and highway
systems must be avoided." Section 15.20. 010 regarding commercial
land use, at Section C regarding policy says, "It shall be the
stated policy of the City of Edmonds to discourage and, to the
extent permitted by law, prohibit the encroachment of commercial
uses from Highway 99 into adjacent residential neighborhoods."
Policy, at C2 says, "Traffic control, routing and diversion shall
not encourage the spread or extension of commercial use into
residential neighborhoods. To the extent consistent with the
public health safety and welfare, the actions of the City shall
attempt to divert and route commercial traffic from residential
streets." These sections constitute the firm statement of the
City of Edmonds that it would prefer not to have Texaco's tanker
trucks diverted around the block back into the station to off
load.
Conditions for Keeping the Curb -cut. Texaco has no objection
to replacing the broken curbing that presently separates the
northern -most from the southern -most driveways on the site with
a
0
L A W Y E R S Gordon Hyde, Engineering Coordinator
SAMPSON August 1, 1991
&WILSON Page -4-
a more substantial and attractive curb.
It has been suggested that a different use in the future
would not be permitted to have two curb cuts. Since Texaco is in
the business only of operating service stations with attendant
convenience stores, it has no serious objection to sacrificing the
northern -most curb -cut on SR 99 if service station use of the site
is abandoned some time in the future. But a unique aspect of the
service station business is that it requires easy in and out
access for its patrons.
Precedent. The City of Edmonds may be interested in knowing
that a curb -cut permit recently was granted in a strongly similar
situation in Bothell. The traffic engineer from the Washington
State Department of Transportation, District 7,, examined the file
and recognized that Texaco was only giving a facelift to a pre-
existing use. He recognized that such cosmetic changes should not
be an occasion for changing the curb -cut, thereby changing the
economic viability of the site.
Summary. Summarizing, the project is an old site served by
driveways providing access to fuel tanks in locations that would
never be designed by today's engineers. But it is an old site
that remains commercially viable, and should remain so. It can
remain viable only if it is permitted to keep its curb -cuts on SR
99. Permission for the curb -cuts can be granted consistent with
the SR 99 report, which recognizes that special consideration must
sometimes be given to pre-existing driveways, skewed
intersections, and narrow frontages.
Furthermore, granting this driveway is consistent with the
Edmonds City Code which expressly prohibits the diversion of
commercial traffic into residential neighborhoods to approach a
commercial site on Highway 99 only through secondary access.
Weighing (1) the policies expressed in the Edmonds Community
Development Code, (2) the need for curb -cuts to maintain the
economic viability of the site, and (3) the recognition in the SR
99 study that certain pre-existing driveways should be
grandf athered, the City. should grant Texaco its permit for the
curb -cuts.
Very truly yours,
SAMPSON & WILSON, INC., P.S.
Susan Rae Sampson
cc: Frank Beck
Harry Schmidt
L
CITY OF EDMONDS LARRY S. NAUGHTEN
CIVIC CENTER - EDMONDS, WASHINGTON 98020 - (206) 775-2525 MAYOR
OFFICE OF THE MAYOR
March 17, 1987
Dave Soderland
Shell Station
22000 Highway 99
Edmonds, WA. 98020
Dear Mr. Soderland: I I .
It has been called to my attention that you have:been working with City
staff in identifying sources of the pollution whi-ch discharge into Lake
Ballinger and corrective measures. I also unders�t�nd that you intend
to make the necessary changes on your property tor.'either eliminate or
control the source of pollution from your p . roperty.
I want to express, on -behalf of the City, our appreciation for your
cooperation. This is a problem that will require the cooperative
effort by everyone in the community. Your positive attitude and
cooperation in helping to solve this problem will not go unnoticed.
Your immediate attention will help establish your business as a member
of the community in taking an active roll in cleaning up our
environment.
Once again, thank you for your cooperation in this matter.
Sincerely,
LARRY S. NAUGHTEN
Mayor
JWH/sdt
POLLUTN/TXTST530
i
ma
72
D I
311-AYATER licTs,
INO. P.O. 30X
R EVI 0 N, W,'� S 1111., G 0 N K" 5 5
LC
HINGE ASSY.
I-f
6"
.j .11
66"
04 RE -BAR
6-0"
A
4-0"
A.
Lob. 16"
23 2 1
PLAN OF BASE UNIT
24".
OUTLET
" Sjl�'411
UNI '7
A J_ I
8"
5/8" INSERTS
(4 PLACES)
I- - - ___ __ - . - ___ - - - �_ ___ - - - It - - - -
L
I-12 -4—r— — 24 24"
7�' 12 '. 12"
24" x 24" HINGED COVER — H-20 LOAD , '-F
DOOR FLOOR PLAT /8' LOOR PLATI
WITH RCP LOCK INSP. COVER
LIFT HOLE PLUG ��Tfll INST.
,�3/8" x 2' x 2' FLOOR PLATE
HINGED RCP LOCK
3/8" x 121, x 12" DROP
IN FLOOR PLATE
6"
__I 72'j
_DLuvv
ISTRIBUTION
BAFFLE
/�011. R71TAINER ���LUDGE P.- :AINER
BAFFLE
4 x 4 -6- 1/2 W. W. P. SECTION A -A
GENERAL NOTES:
CONCRETE: 'RENGTH = F'C 4,M PSI.
MINIMUM 28 DAY COMPRESSIVE "0 52563 "MINIMJM"
DESIGN IN ACCORDANCE WITH 1, -
REOUIRtMENTS FOR THIN SECT - PRECAST CONCREYE
101
CONS'IRUCIION.
REINFORCEMENT: '11TH ASTM
ED EARS IN'ACCORtANCjA3RIC IN
DEFORM'
A615 65 GRAX 40, WELDED WIRE A155-69.
ACCORDANCE WITH ASTM A82-6�"
r A I
W.W.F,
SECTION B-B
BASE UNIT 5053 LOS.
COVER 1450 LOS.
DESIGN LOADS:
AASHO - H-20
GALVANIZING:
ALL FABPICAIED STEEL ITEMS,"EXCEPT
REINFORCING, 10 BE HOI DIPPED GALVANIZED
AFTER FABRICATION, CONFORMING TO
SPECIFICATIONS ASIM A384, A335, A396, a A123.
RENTON CONCRETE
GRAVITY OILAVATER SEPARAl"Ill - PRODUCTS, INC. [:tq =Cp
PART NO. 64872-S P.O. BOX 917 (206) 255-1521
RENTON. WASHINGTON 98055
Page 58.1
%.. :11,
660-ST TOP
1,350 lbs —
1012-P Diamond Plate
Inspection Covers
7i T-27 —1-1
Inspection & Sampling I
Tee (by others)
Oil Retainer Baffle
Vault No. 660-S
5,750 lbs.
Copyright 1976
660-SA
JAN 2
PERMIT COUNTER
222-P Diamond Plate
C Ove r
Flow Diffuser
Baffle
8" 0 hole each end
for inlet & outlet
6'-0"
W-0-
Grit/Sludge
Retainer Weir
STREET FILE
Max. capacity,.450 gal..
Flow at 15 min. retention: 30 g.p.m.
For details see reverse side.
118 issue: August, 1988
660-SA
0
A
t
i.- 4" 6'0"
--e-1 2":::!�— 24" 24" 12"
24" 1
4'0"
24"
B -*-J 2 NO. 1012P DIAMOND NO. 222P
DIAMOND PLATE COVER
PLATE INSPECTION COVERS
PLAN —BASE PLAN —COVER
2 No. 1012P
NO. 222PDIAMOND DIAMOND PLATE
INSP
PLATE ACCESS DOOR -7 ECTION COVERS
g
6" 6"
'0 T JL
24" T 01 L MATE R 8" 0 HOLE TYP 0.
0'
181, SEPARATION EA. END FOR
CHAMBER INLET INLET & OUTLET
,,_01 RETAINER 4D
L
BAFFLE
FLOW DIFFUSER
(' -1 5'6"
BAFFLE 0.
01 GRIT/SLU.G E
RETAINER WEIR 6'0" 0
48-1 2"
0�
06 INSPECTION & �0 0
0 SAMPLING TEE
(BY OTHERS) p 0
LE .0
0
o
91, 91,
00
0
O�
0
orc
0 v 0"o 0. . 0 0- 0 0 :.0 f
0 -0 0 O-No Z10
0 le
0 o-a rj_0 0, b 0. 0,
. n� . 0 D
23" ---w -0— 21 12"-w-0-16" 4'0"
6-0" _ t, .
GALVANIZED
STEEL PLATE BAFFLES
& WEIR
SECTION A -A SECTION B-B
SCALE: ;/2"-T-0"
A
i
I-)
S.7- - -, , �- -- -, I
Ti 4�L""" 1 i-'-V'LE
CITY OF EDMONDS
250 51h AVE. N. * EDMONDS, WASHINGTON 98020 * (206) 771-3202
COMMUNITY SERVICES
February 20, 1987
Owner/Manager
Shell Station
22000 Highway 99
Edmonds, WA. 98020'
Dear Sir:
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
Visual inspection of the storm drains adjacent to your place of
business has indicated that significant amounts of pollution, primarily
oil and grease, are entering the storm conveyance system that is
tributory to Halls Creek and Lake Ballinger.
This is in violation of City, State, and Federal ordinances and laws.
We would appreciate the opportunity to discuss measures designed to
correct the problem. We would prefer to handle such problems on a
local level with your voluntary cooperation.
If you have any questions or concerns, please feel free to contact me
at my office. Thank you for your assistance in this matter.
Very tru I y yours,
�A) d
JERRY HAUTH, P.E.
Hydraulics Engineer
JWH/sdt
cc: Dave Wright
Washington State Department of Ecology
SHELLSTA/TXTFORMS
PUBLIC WORKS PLANNING
0 PARKS AND RECREATION ENGINEERING
PLANNING DATA
- - signs - -
Name:
MCA<
Date
Site Address:,-.,
Plan Check
Project Descriptio
Wc
Reduced Site Plan Provided:O/ NO) ZoningcG..a
Comprehensive Plan Designation
Map Page:
_?
Corner Lot: NO)
00
Flag Lot: (YES I(NO)
ADB File # (or date waived). A C /I I%
7_0TAL Area 'r T of 5-1 n
'3
Type of Sign
Allowed in
zone?
M trix
Matrix
conditions
Allowed
area per
Unit
TOTAL sign
area
Proposed
met?
unit
allowed for
sign area
-
this sign
Exdnyple
Wdil Wlinternal
Illumh7A,61-1
Ye-,;, tivIth
c0f)(11bons
Yes
I sq. ttlllneal
ft att,3ched
41 /T att'ided
W10
41 5quare feet
20 square feet
Wa#
Sign #I
z/
AJJA
eer-
50 cz-4t
Sign 2
e0c-Alfol) OP
NIA
Ye- z
Sign #3
------------------
TO TA L ��n A rea fbt- TenantlSlte
NoVeZ� �/$ -
Max Permitted: aco eso ous Total: S ee- Proposed Total:
Sign.Height
Sign Type: Max Permitted: -0, J_
Actual Height: 6
Sign Type: Max Permitted:
��q3 (.�o
Actual Height:
no n 4--
Sign Type: Max Permitted:
Actual Height:
Sion L
Sign Type: W Proposed Allowed in Zone:
a'
Sign Type:
,tf %
Proposed:
Allowed in Zone:
Ye-s
0 0
PLANNING DATA STREE
- - signs - -
51�7n Colors
Proposed: Red. %ac-ey
Acceptable? U It Requires ADB Approval?
F
5iqn Location
if freestanding and 3-feet or over (unless a fence) meets setbacks?
Reqqired Setbacks
Street:
Side:
Rear:
Actual Setbacks
Street:
Side:
Side:
Rear:
Landscaping for Fj ee�nd,- Sj-
r4 . - - Yng j9ps
Size:
Location:
Critical Areas Determination ff:
Study Required
waiver
Othef-
A-r-> 69- re.-,,,ov;e4
01, cl--�C>ey x a 0.77 a
Poke- S, = 9G S.P.
4Y
Ta�� E,
T 7:7 S
Plan Review By:
Ile
i
na,o
, Oorsra,5
as L%
L � %\�
NI AO-A-d
0 'V��
C
� .1a,:"^"NDS
CITY OF L J , —
BUILDING DEPARTMENT
WORK
ADDRESS ---- 0-
OWNER
APPROVED DATE:
BLDG. OFFICIAL -
PERMIT
APPRO
F'RE,Qep
AT
APPROVED BY PLANNING
719q
0
4 WILE NO. qg—j e-7
Critical Areas Checklist R 5. 0. .
----------------------------------------------------- j U L 13 1999
Site Information (soils/topography/hydrology/vegetation) PLANN".4(i:
Site Address/Location: 12L d O�ZP C-7�-' 1107# '�10, -� k� 4 44�i7�!'&
2. Property Tax Account Num6er: j��,97-'40L4 01 QC)Q21:�- /�r, - axp on 00b
3. Approximate Site Size (acres or square feet): '12>P
4. Is this site currently developed? �4 yes; _no. /0 Z-3 - 00 C
If yes; how is site developed? -sIN61,6 e-5011- rIN16 /D
5. Describe the general site topography. Check all that apply.
X Flat: less than 5-feet elevation change over entire'site.
Rolling: slopes on site generally less than 15% (a vertical rise of I 0-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of
I 0-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on s ite (a vertical rise of I 0-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: Approx. Depth:
7. Site containsareas of seasonal standing water: Approx. Depth:
What season(s) of the year?
8. Site is in the floodway k4- floodplain_XIA. of a. water c9urse.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? . A4 Flows are seasonal? - AIA (What time of year?
10. Site is primarily: forested ; meadow ;shrubs mixed
urban landscaped (lawn,shrubs etc) `)e
11. Obvious wetland is present on site: A/ft-
*th su,
S#e within. Md"J" i0ifidsffde haz�rd'ohii?.
i* q*0 -Y-Sensittye
r 1� -
C El. VV L'. D
J U L 1 3 1998
City of Edmonds DEPT.
CRITICAL AREAS CHECKLIST
The Critical Areas Checklist contained on this form is
to be filled out by any person preparing a
Development Permit Application for the City of
Edmonds prior to his/her submittal of a development
permit to the City.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The
information. needed to complete the Checklist should
be easily available from observations of the site or
data available at City Hall (Critical Areas inventories,
maps, or soil surveys).
An applicant, or his/her representative, must fill out
the checklist, sign and date it, and submit it to the
City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity. map along with the signed
copy of this form to assist City staff in finding and
locating the specific piece of property described on
this form. In addition, the applicant shall include
other pertinent information (e.g., site plan, topography
map, etc.) or studies in conjunction with this Checklist
to assist staff in completing their preliminary
assessment of the site
I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the
best of my knowledge (fill out the appropriate column below).
Owner/Applicant:
Name
Sc es =\
6o0c) s A
Street Address
L&-'te '5� .8 lo(
City State Zip
Applicant Representative:
---I
(Zn k LA. Wej-)�-
Name
�!3-? D - ftyp #
Street Address i
AlAe L,� Pt (9giz I
City State Zip
Zb1n - Z,� Lt 0 'R
Telephone
Signgf'&
�g-
Date
c:reccption\Jana\cac1.doc
(over)
1"7 C_ C)')
.19
July 21, 1998
Baldridge Group C/O
Scott Bruinger
600 University Street
Suite 3012
Seattle, WA 98101
CITY OF EDMONDS BARBARA FAHEY
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 MAYOR
COMMUNITY SERVICES DEPARTMENT
Public Works - PlAnning/ Building e Parks and Recreation e Engineering - Wastewater Treatment Plant
Subject: Determination regarding Critical Areas Checklist # 98-187
Dear Applicant:
Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City
is located on the reverse side of the form (bottom of page).
It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records.
IMPORTANT INFORMATION TO BE NOTED:
PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT
ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIS OR CRITICAL AREAS STUDY,
The 'DETERMINATION' for the Critical Areas Checklist you submifted is a site -specific determination not a
project -specific determination.
M10, YOU must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL
PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED.
Permit applications include the following:
Building Permits
Conditional Use Permits
Subdivisions
Variances
Applications to the ADB* Land Use Applications
Any other development permit applications.
Enc: Critical Areas Determination
Thank you.
Sharla Graham.
Acting Planning Secretary
* Architectural Design Board
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
oa-lc�p-
CA File No:--..
Critical Areas Checklist
Site Infolmation (soils/ topography /hydrology/ vegetation)
ec� WWndt VV. 14 b Z-(.a
1. Site Address/ Location: OD 0
5—q3!( _ao
2. property Tax Account Number:
I Approximate I Site Size (acres or square feet):
4. Is this site currently developed? L yes; — n . o.
if yes; how is site developed?(�Db &w
5. Describe the general site topography. Check all that apply.
Flat. less than 5-feet 6levation change over entire site.
Rolling: slopes on s , ite . g . enerally less than.15% (a vertical rise o . f 10-feet ov er a horizontal
distance of 66-feet).
,I .
Hilly: slopes present on site of more . than 15% and less than 30%, ( a vertical rise of 10-feet
over I a ho . n'zontal distance -of 33 to 66-feet). -feetover a horizontal
Steep: grades of greater than 30% present on site (a vertical rise of 10
distance of less than 33-fee.j.
Other (please describe):
6. Site contains areas of year-round standing water: Approx. Depth:
7. Site contains areas of seasonal st�anoin . gwater': _tLLA_-; Approx. Depth:
What season(s) of the year?
8. Site is in the floodway _- floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
Flows are seasonal? _ (What time of year?
10.
site is primarily: forested meadow shrubs mixed
urban landscaped (lawnsh.rubs etc)
6
,s Checklist.doc/3.19-2001
-,;. 10,
City of "Edmonds Date Received:
Development Services Department Ci�f 'Receipt M
.Critical
Planning Division Areas File #,
Critic a''I'Are''a's'i Checklist Fee: $46.00
Phone: 425.77.1.0220
Fax: 425.77-1.0221 -.00RO110019 Applicant:
The Critical Areas Checklist contained on this form is to
be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property.' The information
needed to complete' the Checklist should be easily
available from observations of the. site or data available at
City Hall (Critical areas inventories, maps, or. soil
surveys).
A property owner, or his/her -authorized representative,
must fill out the checklist, sign and date it, and submit it
to the City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subse uent steps necessary to complete a development
. , q
permit application.
Please.submit a vicinity niap, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property,, described on this form. In
addition, the applicant shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this* Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees
to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or
incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I certify that the information and exhibits herewith submitted are true and correct to. the best of my
knowledge and that I am authorized to.file th is application on the behalf of the owner as listed below.
SIGNATURE OF APPLICANT/AGENT�_jgt�4-ha4Aj:I4=2 DAT E* o
Property Owner's Authorization
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attendant to this application. ri-
-e;'lEe A7TA-C��
SIGNA ��.IWVNEIR�l DATE
PLEASE PRINT ULEAHLY
Owner/Applicant:
Name V
Q&02- 616 P("(2
Street Address
W &2A Of
bty State Zip
Telephone: 2r-) - N-a
Email address (optional):
AppHcant Representative:
Name
1-g-M -Ave
Street Address
K. 1 r kAajj�L 1 0 6- Vt 6"* 0 6
city S * tate Zip
Telephone: _741(to
Email Address (optional): &I M6 JLJ& j Aftffl4fCh . Orr
Critical Areas Check] ist.doc/3.19.2001
CITY OF EDMONDS
PERMI
ZONE INUMBT 92016:�
ER
CONSTRUCTION PERMIT APPLICATION
7_
OWNER NAME/NAME OF BUSINESS
JOB SUITE/AP
ADDRESS
)n r 9:�
JIN 6- AOV A<k
LEGAL D I ESCRIPTION CHECKI
SUBDIVISION NO.9
LVO.,
MAILWADAI
Z
/0/,o 3,PP11
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
TESCP Approved
CITY ; zip
L<�A*�AAW, WA Wo331
TELEPHONE N UMBER
N_-2 - Q 7 6
EXISTING —REQUIRED DEDICATI.N —
RW Permit Required
Street Use Permit Req'd
Inspection Required
-
NAME
PROPOSED
Sidewalk Required
// C 5 IlAy io 7-- IN C
REMARKS
-
ADDRESS
25MIWALt raMa nvw oy 6MIK &Zp�
I
'/o 3.3 S_ HAN
CITY ZIP
TELEPHONE NUMB ER
61sw5vue v0uy
(j(3_F-j17,7.
I
NAME
gww_ WYD�_fffd ��
ENGINEERING MEMO DATED
3131�e
ADDRESS
0
'
3 r�"2) ( <
METER SIZE
LY SIZE, NO�
OF FIXTURPOW
L)
9
C �T� ZIP
qLP40NE NUMBER
ELE
Z
�2W �Sa :Z;:�,
7%:2 9 V!Z
REMARKS
ST�C�a E NUMBER
SIGN AREA
SEPA REVIEW
AOB NO.
easements
ALLOWED
/
PROPOSED
COMPLETE EXEMPT
—
4 �PRELIN
Z
7- r/1 ME a
-70
I
(:?- 0_1 I
14
0
.4
EXP
MA
VARIANCE OR CU
V- —
PLANNING REVIEW BY
PATE
7
SET HEIGHT
LOT CO E
EA
FRONT S DE R R
Tax Account Parcel No. 2 2 3 _0.30p_ Z
_ _70Y
REMARKS
EJ
11
NEW
El RESIDENTIAL
PLUMBING
ADDIALTER
COMMERCIAL
11 MECHANICAL
40ft
ElREPAIR
APT. BLDG.
SIGN
GRADING FENCE
CHECKED BY_
TYPE OF CONSTRUCTION CODE
HEIGHT
DEMOLISH CYDS. I FT)
CARPORT
El REMOD'EL' GARAGE POOL
SPECIAL INSPECT OR.
OCCUPANT
JAREA JOCCUPANCY
REQUIRED GROUP
13 YES
LOAD
F WOOD STOVE/ r7 RETAINING WALL/
INSERT I I ROCKERY RENEWAL
REMARKS
Z
0 (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
PROGRESS INSPECTIONS PERUBC 305
5,4EKV(t:_C
Ew,01MAL
NUMBER OF STORIES
NWUMBIER 11
7 q_
0 Aj
0 EL
ad
0
UNITS
DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
OoO
yw_;tgg�
_142*36.
4:E�-
AL INSPECTION REQUIRED
59W A32r COYJ C-A/s '-/IV&
VALUATION
FEE
61402TIfla Fozo P4,i
7o r
BUILDING
PLUMBING
Plan Check No.
MECHANICAL
This Permit covers work 1015e done on private property ONLY.
6RADINGIFILL
Any construction on the public domain (curts, sidewalks,
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
Permit Application: 180 Days
Permit Limit: 1 Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
"Applicant, on behalf of his or her spouse, heirs, assigns and
ENG. INSPECTION FEE
successors in interest, agrees to indemnify, defend and hold
IL
harmless the City of Edmonds, Washington, its officials
loyee , ano agents from any and all claims for damages oi
I 9mP s
.<I ZY
what ever nature, arising directly or indirictly:from the issuance?
of this permit. Issuance of this permit shall hot be deemed to
PLAN CHEUK UtFUbl I
Q modify, waive or reduce any requirement ofany city ordinance
OX nor limit in any way the City's ability to enforce any ordinance
TOTAL AMOUNT DUE
provision."
I hereby acknowledge that I have read this application; that the
ATTENTION
APPLICATION APPROVAL
Information given is correct; and that I am the owner, or the duly
authorized agent of the owner. I agree to comply with city and
I
THIS PERMII
state laws regulating construction; and In doing the work authOrz-
AUTHORIZE
This application is not a permit until
ad 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
tiQn Insurance.
INSPECTION
acknowledged In space provided.
SIGNATURE (;O;NER70�j SIGNED
DEPARTMENT
JDATE
A�09
CITY OF
OFFI IAL' I N T RE DATE
EDMONDS
7- 9
ATTENTION
".
CALL FOR
E BY: DATE
INSPECTION
1.2 - 9.�;'
IT S UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTUR E
771-3202
UJIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
ORIGINAL — File YELLOW — Inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN. GRANTED. UBC
CHAPTER 3.
PINK — Owner GOLD — Assessor
10247
I I I
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
&-JD41Z ir-e,15 _12—x4eg
W MAILING ADDRESS
z
0
CITY ZIP TELEPHONE
F !�-O I -Z 7ZO
NAME
0
W
ADDRESS
CITY ZIP ITELEPHONE-
USE
ZONE C07
JOB
ADDRESS :2,2000
LEGAL DESCRIPTION CHECK
PERMIT EXPIRES D 111 1 KV
PERMIT
NUMBER !91906&9
SW SUITE/APT#
/I/9-V 9 C�
SUBDIVISION NO I - nmr,
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approved
1:1
RW Per.it Required
0
EXISTING — REQUIRED DEDICATION
Sure t Use Pe—ft Req'd
C3
lnsp:ction Required
0
PROPOSED
Side..tk Required
0
METER SIZE
LINE SIZE
OF FIXTURES
PRV REOU IRED
YES 0 NO 1:3
REMARKS
1z
1W
NAME
E . NGINEERING MEMO DATED REVIEWED BY,
A" eo- t 5
Ix ADDRESS
0
L)
z/a/4 k1
FIRE ME�IMO DATED
REVIEWED BY ui
z
g
Lr
UL
CITY ZIP
TELEPHONE
z
0
17- 5_3-- ?7Z -74 /,T
VARIANCE OR CU
ADB#
SHORELINE #
Al-
STATE LICENSE NUMBER EXPIRATION DATE
BY
19111fqK
W
SEPA REVIEW
SIGN AREA
HEIGHT
,4P14,t,2 I.-z
o6-�Q-L,
COMPLETE I EXEMPT
x
ALLOWED SED
I PROPO
ALLOWED. PROPOSED
z LEGAL DESCRIPTION OF PROPERTY - INCLUDE ALL EASEMENTS
2
tXP
LOT COVERAGE
REQUIRED SETBACKS (FT.)
PROPOSED SETBACKS (FT.)
ALLOWED PROPOSED
FRONT SIDE REAR
FRONT UR SIDE REAR
uj
0
z
2
z
_j
< PRVERTY TAX ACCOUNT
0j
W
PARCEL MO.
LOT AREA
PLANNING REVIEW BY DAT
re
NEW
Ej RESIDENTIAL C] PLUMBING MECH
REMARKS
M�,ADDITION
COMMERCIAL COMPLIANCE OR
CHANGE OF USE
0 REMODEL
0 APARTMENT SIGN
REPAIR
GRADING FENCE
cY6S 0 ( X FT)
-
DEMOLISH!
TANK Ej OTHER
CHECKED BY
Y Y.
CONSTI
CONSTRUCTION
ICODE
OCCUPANT
GROUP
OR AREA
SPECIAL INSPEC; AREA
REQUIRED [:] Y . ES
OCCUPANT
LOAD
GARAGE RETAINING WALL 0 RENEWAL
CARPORT,
ROCKERY
_S
P: (TYPE OF USE, BUSINESS
Q.
OR ACTIVITY) Exp N:
/,'c
REMARKS
z
4W
reO541e
PROGRESS INSPECTIONS
PER 1.113�'C 108
U)
w NUMBER
o
OF
NUMBER OF
DWELLING
ujiak
CRITICAL It- r
AREAS
_j
o STORIES
UNITS
NUMBER
DESCRIBE WORK TO BE DONE
p
eel
V, - /-z
FINAL INSPECTION
REQUIRED
VALUATION
FEE
PLAN CHECK FEE
HEAT SOURCE
GLAZING %
LOT SLOPE %
rtrube
BUILDING
PLAN CHECK N-0-
VESTED DATE
PLUMBING
MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
GRADING/FILL
:1 DOMAIN (CURBS,SIDEWALKS, DRIVEWAYS, MARQUEES,ETC.) WILL REQUIRE
t SEPARATE PERMISSION.
STATE SURCHARGE
PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT. I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
STORM DRAINAGE FEES
cn
cn 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESO RS
ENG. INSPECTION FEE
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
55. 0 0
x ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
PLAN CHECK DEPOSIT
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
0 DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
x NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION."
TOTAL AMOUNT DUE
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT AND THAT I AM THE OWNER, OR I THE DULY AUTHORIZED AGENT OF
APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOR CODE. OF. THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION
Building Official or his/her Deputy: and Fees are paid. and
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
receipt is acknowledged in space provided.
SIGNA E N DAT7GNED
(425)
od SSI URE DATE
771-022 0
RELEEA�BY D TE
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CEPITIFI-
ORIGINAL - FILE - YELLOW - INSPECTOR
CATE OF OCCUPANCY HAS BEEN GRANTED.. UBC SECTION 109
PINK -OWNER - GOLD - ASSESSOR
5/98
9 q
City of Edmonds, Permit No:
RIGHT-OF-WAY CONSTRUCT,10N PERMIT Issue Date:
A. Address or Vicinity of Construction: Hi ghway 99 & 220th St. S.W.
B. Type of Work (be specific): I � . -_
PLEASE SEE ATTACHED DETAIL SHEETS,.(2 pag s)
engr tech; Derekbucote' 425/710-4121
C. Contractor'! GTE NORTHWEST INCORPORATED Contact: LINDA ALDEN, PERMIT COORDINATOR
.Mailing Address: 2312C W. Casino Rd..,Everett Wkdhone: 425/710-0945
VoLvff-f"
State License #: Liability Insurance:- Bond: $
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):
E. Commercial E] Subdivision 0 C4y Proj ect X EUC (PUD(�PSE, CHAMBERS, OVWD)
Multf-Family [-] Single Family F] Other
INSPECTOR- F-Apol, VV t4 t -r r- %0 -t T
-11 1 -% � 0% 1
`F_ PAVEMENT: YES n NO G. SIZE OF CUT X Alf I H. Charge:'$ -
CONCRETE CUT: YES NO (f tj SH)
v
t
]DEMNITY. Applicant understands- by his/her signature to this qpplicati6fi'he7Ae holds the City of Edmonds harmless from injuries,
damages or claims of any kind or description whatsoever, fore6een -or �n�oreseen7,thdl'm be -Made against the City of Edmonds or
t, '� 'y
any of its departments or employees, including but not limited,to the de
feper ot_,an -legal proceedings including defense costs and
attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND. MA TERIALS FOR A PERIOD -OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND A CCEPTANCE OF THE WORK,-�ESTIMA TED RESTORA TION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH IS
COMPLETED B Y CITY FORCES, A T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
* Traffic control and public safety shall be/in accordance with City regulations as required by the City Engineer. Every
flagger must be trained as required by (WAC) 296'-155-305.and must have certification verifying completion of the
required training in their possession.
* Restoration is to be in' accordance with City. codps. All street -cut trench work shall be patched with asphalt or City -
.approved material prior to the end of the workday -!'NO� EXCEPTIONS.
* Three sets of construction drawings of proposed work"A&,,required with the permit application.
I HA VE READ THE ABO VE STA TEMENTS AND UNDE I 86TAND THE PERMIT REQ VIREMENTS AND A CKNO WLEDGE
THA T I MUST MAKE THE PINK COPY OF THE fERkj�A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
I a
Signature:
8/03/99
AWKINS, (Contractor or Agent) Sec. mgr.-ACcess �bsign'
CALL DIAL -A -DIG (1-800-424-5555) PRIOR iO kGINNING WORK
J
FOR CITY U
Approved by:
Time Authorized'. Voi&At
Special Conditions,:,'
J11 _4
Z ONLY
Right-of-way Fee: . tv-, 00
Disruption Fee/Fund 111:
Restoration Fee:
Total Fee: 19 0
Receipt No:
Issued by*.,-::�� �.iL�lw I V
7'
UPON COMPLETION Of PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER.1 8.00: OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE.
FINAL APPROVAL OF PERMITTED WORK.
INSPECTOR'S SIGNATURE DATE:
For inspection requirements see Engineering Information Handout.
sluie # 609
27000 IV go
VRAM, WA
.C=3
Z-4",
lt
- Z., :v
'k- Ai�
V03-
R ECE: 0 VE I
0 C T 2 3 --
DEVELOPMENT SERVICES C
CITY OF EDMONDS
SION # 609
22000 HWY 99
RAMS, WA
ID PZAM
M,
3'-10 3/8"
,- It", W. "
MAIN fil E.; , ,
SCOPE OF WORK
ObWn ElectfleaR Femm!t ff'r0m
State Labor & IndustThs
SCALE: I"=I'-O"
PZEMOVE'FOOD MAPT'FACE5 AND JUNK
MFF, AND INSTALL NEW FACES W/TYPICAL JACKSON5 LOGO
FIED 3030-33
GREY 3030-rol My OF EM
5KGD - SHELL OPAQUE GREY BULDWS DEPAF
ADDRESS
02006 Edition IRC,%k,/kVAC Amendments � 0 W N E R , LA: �q 1 ��L
132006 Edition 1BC),v/VVAC Amendments APPROVEDDAM.
02006 Edition UPC Nk,/WAC Amendments
and Appendices A, B, Q I BLDG. OMML,
[32006 t�itionf"NJC w[WAC Amendments
E32006 Edition I' ;0C w/VVAC Amendments
[32006 Edition f FC wl'vVAI%. Amendments
[32006 Edition VJAQ WAC 51-13
Q.2006 Edition WSEC WAC 9 lot 1
co-
1�4
:00
j u T 2 3 2009
RODUCTION
READY
M
c:) CD
to CD
cn
Z
0=z
C:) 0
C,
C,j
C4
ACCOUNT DMCUTFVF*
ERIC WILLIAMS
DRAM
MATT
DATF*
8/11/09
IRDER NUMBER
ECT NUMBER.
T
DEvELopMENT SERVICES CTR,
--o
OF
Store # 609
22000 HM 99
EDMONDS, WA
50'-0" (DUILDING)
30'-0" (COLOR DAND)
LlO.-0.1
F
v
I F
Ci of Ed m � c -a- ds E i; n m ent
ity
A PrIllh
SCOPE OF WORK SCALE: 3/8"=I'-O'
MFR AND INE31ALL (1) 5/F INTERNALLY ILLUMINATED p15PLAY
CAD TO DE ALUM PAINTED WHITE - INTERNALLY ILLUMINATE
W/T-12'07. FACE TO DE 3/16" CLEAR PLEX FACE - DKGP TO HAVE
2No OURFACE GREY #3030-01, RED #3030-33, AND WHITE
3630-20 VINYL GRAPHIC5.
LETTERS TO DE CUT OUT 1/2"CLEAR PLEX W/15T SURFACE WHITE
DIFFUSER 00% VINYL.
FA5 CIA DAND TO DE FAINTED DY JACK07ON5
5/F CAD TO 15E CENTERED OVER DOORS
METHOD OF ATTACHMENT: TOTAL SQUARE FOOTAGE:
3116" WOOD E3CPFW AVEP-AGF- 10 PF-K P15PLAY 2S'.63 5F
FASCIA MATERI AL: ELECTRICAL:
APOLIC 4 AMP5 0120 VOLT5
RIECEAVED
0 C T 2 3 2009
2'OfturmtAl SERVICFS rT�
%A IT UF EDMONDS
4
pin
101-0"
I � V-4% a' . _ T-71,yleq 1� T-71y,62 1. V-4V16" 1.
A.
I- IN
FACE
NOT
SHOWN
I Y2"xl Vx.063
ALUM. RETAINER
ATTACHED W/#8 SCREW§
Cjt0Af'PftR0 'CID
PLYWOOD
ALUM. RETAINER
SEE TABLE FOR
SCREW DETAILS
FRAMING
SEE ELEVATION
kN.
rT-. 7^. RV-3VIS"
L 1 Y,'-X1 Y25(yal- SEE TABLE FOR
STEEL OR ALUM SCREW DETAILS
FRAME
81-OU I
VAY16- 2'-101)'jen Ll"Ayle"
e
Jet)
t
FACE
NOT
N SHOWN
.4
Ll
I Vxl Vx.063
ALUM. RETAINER L I Y2"xi Y2"xYs"
ATTACHED W/ #8 SCREWS STEEL OR ALUM
@ 12- O.C. AROUND PERIM. FRAME
GENERAL STRUCTURAL NOTES
RV-0X16R
SEE TABLE FOR
SCREW DETAILS
STRUCTURAL ALUMINUM
6. DE81GN AND FABRICATION ACCORDING TO ADM 2005
7. ALUMINUM ANGLE: 6061-T6
8. SHEET ALUMINUM: 6061
WELDING
9. DESIGN AND FABRICATION ACCORDING TO AWS D1.1,
CURRENT EDITION.
10. E70XX ELECTRODES FOR SMAW PROCESS.
11. F7X-EXXX ELECTRODES FOR SAW PROCESSES
12. Y8"MIN FILLET WELD UNLESS OTHERWISE NOTED
'Nothing 1r. thip permit approval procew-9 shal� SCREWS INTO WOOD STUDS & PLYWOOD
interpra4z;";' aAo-wing or permitting the 13. DESIGN AND INSTALLATION PER NDS 2005 EDITION
PLEX FACE mairkt,�mqrice. of any -Urrently existing illegal,
nonconforming or LD.0ermitted building, structure
or site conditioun is outside the scope of the NOTE:
permit Pp p 1-i-a-ition, regardless of whether such LAG SCREWS TO BE INSTALLED INTO WOOD STUDS (CAN NOT BE USED IN PLYWOOD ONLY)
2X4STUD building:,.!,�11-mctlare or condition is shown on the TOGGLE AND WALL -DOG TO BE INSTALLED IN Y2" PLYWOOD FASCIA (EMBEDMENT IN WOOD STUDS NOT REQUIRED)
HF STUD GRADE lan or &.�nving, Such building, structure or SCREWS TO BE EQUALLY SPACED AROUND PERIMETER
ASSUMED solUition may be -sukiect of a separate
.force'rey, -v,11 ja
SEE TABLE FOR
SCREW DETAILS
#8 SCREWS @ 12- O.C.
DESIGN CRITERIA
1. BUILDING CODE: IBC 200-4p
2. DEAD LOAD: SIGN CABINETS <= 10 PSF FRONT
ELEVATION AREA
3. WIND LOAD: V = 90 MPH (3 SECOND GUST), EXPOSURE
C (OPEN TERRAIN WITH SCATTED OBSTRUCTIONS)
STRUCTURALSTEEL
4. DESIGN AND FABRICATION ACCORDING TO AISC-ASD,
13TH EDITION
5. ANGLE: ASTM A36, FY= 36 KSI
SCREW TYPE
10'-0" SIGN
8'-Ou SIGN
NOTE
LAG SCREW
(6) 1/4"0 WITH 2 PENETR.
(6) 1/4"0 WITH 2 PENETR.
IN WOOD STUDS ONLY
"POWERS" TOGGLE
(10)1/4-0
(6) 1/4"0
IN 112"PLYWOOD
"POWERS"WALL-DOG
(10)1/4-0
(6)1/4-0
RECE
IN 112" PLYWOOD
0, G T IL -3
U-
U-0 --00
W -
0 P1 q 2
06 W 0
C3, (" 0
0,0
IL
W -j :! 1 7.
0 < UJ
0
--i
C:
(1)
Uj
U
Uj
0
z
4�
'a
0
0
C,
0
Cn
0
U)
-.4
0
0
U,
ca
L-
cu
--
0
>
W
2
z
0
z
M
0
Uj
0
0
J
P
7
0
LL
>M
FPr
. SIGN
NUMBER
WO NUMBER
SHEET—I—OF—J—
k-1 I T Ul- LUMUNDS
� �,ONS 135767
m
10 0 10 210 3c
................
.................. 014�i: 1; 422 3mmr.m.mm_m_w=7
�SCALE IN FEET
I It = 10 1
.......... __ y ............. . . .. ...
0 v e., /-AX-7
TO tq Y AA 6 TA L
0
6U1LD1YV6
3 e5*44'00"PY �LL:6AO
N250 .......
30-00
`A,0
RET54 P C
(7-Y�01C_AL'
-qgce_-g Y� <)
0, feve)
00
�-A
F0
-1 H
U E3 A�r 15>061
. ......... . ......
10
L
Q)
tT tj,G caHw1,f7 r'OZ Rlot4
r-1-J. %_�/V(_I. 47(Afy. 1/y L_44t_)c Yv/ BAa1a_Qf__U_A_RTNG:
01,-3C � IDUIYG�y WQk, WASHINGTON STATE HIGHWAY DEPARTMENT.
OC-r 04, 50 AREA:
18, 464 SQUARE FEET
SITE CONTAINS OR 0.424 ACRES, MORE OR LESS.
LEGAL D 5MIRITON:
THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF
SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS
FOLIA)WS:
Cl cp
0 (:p COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF
(;� U- THE SOUTHWEST QUARTER; THENCE SOUTH 8900611711 EAST ALONG THE
NORTH LINE THEREOF, 781.83 FEET; THENCE SOUTH 2504410011 WEST
33.06 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING
77-,7111i-�r Coevl-ll App X-rv- j p 6 P) L--j 0 SOUTH 25044100" WEST 125 FEET; THENCE SOUTH 4401711211 EAST 57.93
-2� FEET; THENCE SOUTH 25044100"WEST 30 FEET; THENCE SOUT118900611711
q4c.
EAST 60 FEET TO THE WEST MARGIN OF THE UNITED STATES HIGHWAY 99;
LIL HSV\) vt�,Hf p6tF-P6 THENCE NORTH25*44 '00"EASTALONG SAID MARGIN 200 FEET TO THE
SOUTH MARGIN OF 220TH STREET SOUTHWEST; THENCE NORTH 8900611711
.... . .................. WEST ALONG SAID MARGIN 120 FEET TO THE TRUE POINT OF BEGINNING;
. . ......... . .. .................... ................ Z
x - - ------- . ........... .... .............. THOSE PORTIONS DEEDED TO THE CITY OF EDMONDS UNDER
. . . . ........ . . .......
A V AUDITOR'S FILE NOS. 2381452 A14D 8612180144. cp) �F
A125 44 23 '1,5 00" N (LE-6AL) _x ................ .. . ............. . . . ...... 3 a5044'00 W
- - - - - ----- ----- - - SITUATE IN THE COUNTY OF SNOHOMISH,
33-06' (LE6AL) STATE OF WASHINGTON.
00 _91i
CERTIFICA 19
SURVEY IDENTIFICATION NO.: 90265
REGISTERED LAND SURVEYOR NO.: 22333
n.
Wkiov(, t5XI - 1-16" 4t-_:)0w) �-SIAL,
1,20V_61 y SURVEYOR'S ADDRESS COMPANY: BUSH, ROED & HITCHINGS, INC.
_w,b,6T6 OIL,
2009 MINOR AVENUE EAST
PIN�
_�_K\ Al [:_�H P or e :5ri W-::, PC L_6� P-/=>) SEATTLE, WASHINGTON 98102
TELEPHONE: (206) 323-4144
All lZoNe-H _r1b sc�_C) U)
.e CERTIFIED TO: w% cr I
_> -71 FIRST AMERICAN TITLE INSURANCE -
pt-46,-, COH(,. ve,�VJA-,u(_-r0 -0".
COMPANY 0
T_
-47/ call,
6c,
Ve X_
V)
R;R-
�el_,IOQ6 61utblao r2AIL_� _0
�v? rx-feup6p
/Yt9 N e5 44 00 E (LtCz40
.2
IH�ZLG HOJ 6e��,166 POL,,5
7 3 25 q4 ZO'l W
r.............. . .. ........ - - ----- ..... . ......
. i(ly
po/c .... . ................ . . ........ ............ . ... . . ...........
oe 6 Ccwc
"I All�
.. .................... \,. ................ PV ....... .... . . .............. . ...........
so, 0
UY VX
7
2 2-p _r� AT i NN V
. . ............
n2il_ i L
:1 Tiv� ccalf0t
TH ST L MI-4 r
4 . . ....
C AR
t) R
JR ],,�!ALLEY
HS -h �L �w <1 .I
t
�7
TH <> H
51
�n-
J.
I'TH S
_jz T1
T.; _i4_ 11
213
ST
�.T(yj A(.1 4- '171
4� Nq
fA4 /10sp
JF:
jiy-E EIGHTS
MT S, svv 2201H ST FT
0
F, "s
c
_41_4'sw
>
>
D"
�f�
ST 5
".-mw A- f- .— .7.
r... >
sy
12MTH
24
ST
'y.
T:.
> T
VICIN[ITY MAP
I Fj
150
I /f— 1\ \ "1, (5 > 'I,
TEXACO, USA L!
LJ
Ap.P "THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH >
Ij IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL
?jo
REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, " JOINTLY ESTAB-
�jk N. H/ M4 LISHED AND ADOPTED BY ALTA AND ACSM IN 1986; AND MEETS THE ACCU-
7.
�7RACY REQUIREMENTS OF A CLASS "All SURVEY, AS DEFINED THEREIN AND
INCLUDES ITEMS (1, 2, 3, 5, & 9 THROUGH 12) OF TABLE 3 THEREOF. �T
0
-7 <
con
06
STRATION NO. 22333
REGI
Cc
THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN ACCORDANCE
LIJ
WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO C) ED
OTHER WARRANTY, EITHER EXPRESSED OR IMPLIED.
z
Luali'TRUCIURES: LIJ
BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED
BY OTHERS A14D VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE Z
or, qt�OHP6- M. Lij
FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. uj
.. .......... FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO cc _j Uj
DESIGHCONTACT THE UTILITY OWNER/AGENCY. >
w
0 THIS SURVEY WAS CONDUCTED ACCORDING TO THE ABOVE DESCRIPTION, z
FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT
'441 c- F1 u- NO. 29486-3, DATED JULY 12, 1990 AT 7:30 A.M. THE EASEMENTS 0)
Vy
SHOWN OR NOTEDHEREON RELATE TO THIS COMMITMENT.
CD
NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT
SHOWN OR NOTEDHEREON.
__.VAP0fZ_ �-IAHI ro.LP
Q) RECORDED: DECEMBER 18, 1986
. ......... ........
RECORDING NO.: 8612180144
Lj ..........
........... FOR: TO MAINTAIN AND EXISTING SIGN OVER AND ABOVE THE
..............
AREA DESCRIBED
Paj 5Ls Vi
6' -000 0470 67/-\1I) _rM K4, 1
I)Hgvj l?'coo L-P,6,�
. . ............
.. . ...................... ............... - All% _V_AFFECTS: THAT PORTION OF THE NORTHWEST QUARTER OF THE
. ................... . . ......... ........... .. . ............................. AH4_e-7-*e 4Lo,, HIH - 5up_�- PEOVI
SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27
NORTH, RANGE4 EAST, W.M., IN SNOHOMISH COUNTY,
LlHi5 LJHL-,CADeD TAH11/_ WAL(_
WASHINGTON, DESCRIBED AS FOLLOWS:
TV-0puc-1, LIHI55 rgot-1 TO p I 5ro+_Gzt�
C'0-10,e. y x . , /&,
4C J
cq
CIt _L W-OpLic COMMENCING' AT THE INTERSECTION OF THE WESTERLY
% MARGIN OF STATE ROUTE 99 WITH THE SOUTH MARGIN OF
220TIl STREET SOUTHWEST; THENCE NORTH 87051 7
AH() 0)�_Ip eox H 10, 000
WEST ALONG THE SOUTH MARGIN OF 220TH STREET souvi-
/0 PLJHP; Hl?-'w 6rAGC "511-I&L-155 'ON-t- WEST FOR 26.05
c� FEET; THENCE SOUTH 200815311 WEST
Vpfov- uHt5_)H1ev1j IH&L-C IVI)PL.A- FOR 4.00 FEET TO AN INTERSECTION WITH A CURVE
HAVING A RADIUS OF 13.00 FEET, THE RADIUS POINT OF
A
VdH1
WHICH BEARS SOUTH 200815311 WEST; THENCE EASTERLY
ALONG THE ARC OF SAID CURVE CONSUMING A CENTRAL w
ANGLE OF 114*50'30" FOR AN ARC DISTANCE OF 26.06
z
............................. . . . .. . ............................. . FEET; THENCE SOUTH 6300015011 EAST FOR 3.50 FEET;
THENCE SOUTH 26059110"WEST FOR 26. 10 FEET TO THE
01
F BEGINNING OF A CURVE THE RADIUS POINT OF WHICH z
. .......................
. . ................... BEARS NORTH 4705512511 0
........... WEST A DISTANCE OF 29.00
FEET; THENCE NORTHERLY AND WESTERLY ALONG THE ARC
<VOC. OF SAII)CURVE THROUGH A CENTRAL ANGLE OF 5904113011
c-omn .......... hox
_sew FOR AN ARC DISTANCE OF 30.21 FEET TO THE POINT OF
BEGINNING; THENCE NORTH 66*2511111 EAST FOR 5.00
FEET; THENCE NORTH 20,12611311 WEST FOR 2.74 FEET; cf)
z
0
........ ...... I. e.6 THENCE SOUTH 6902511111WEST FOR 5. 00 FEET TOTHE
F BEGINNING OF A CURVE THE RADIUS POINT OF
_Lm
r
...................... .......... ................ ........... .................. 1643. 63
BEARS SOUTH 66027118" WEST A DISTANCE OF 29.00
FEET; THENCE SOUTHERLY AND EASTERLY ALONG THE ARC w
I . . . ....... . ........ . .................. . ..... ..... ... \4 ..... ... ........... ...... . .........
T__`::::::: - . K I .....................
OF SAID CURVE rHROUGH A CENTRAL ANGLE OF 5*55'47
....................... . ............... . . . . ...... . .......... . ... ..... ... ... . . . .......... . . . ............ . .. . . ...... FOR AN ARC DISTANCE OF 3.00 FEET TO THE POINT OF
.... .......... - 71'z;-;_,-�'_-�__`;�7,;;_� . . . .....
BEGINNING.
. . . .................... ...... . . .. ............. ............ ................. . ........... ........... ..... ............... ... . ..........
............... .. . . .. ............ ..... _r .............. . . . ............ .
NOTE- UPON REMOVAL OF THE EXISTING STGN, THIS [m
.............. . . ........ EASEMENT SHALL TERMINATE.
5CWe'r M /J.
V7
...................... ........ ........... . .. .............. I :�
.......... .. ......... ... - - - - - -- ---------------- ...... . .. ................. ...... . . ...... ............... . ....... .... . ..... - -------------- ......... . . . ..........................
......................... ............
... ......... . . . . . . . ...... .. ... ... ... . . ... ... ............ .. . . . .............
w
5b-ec/ .......
_�EDED TD T14E CITY OF EavotqD,5 >
vo/ve, PLWT,'ON f- o)
Ilk PER A-F M)6, fZ361450 )j44
-e 561216C
0 0 1? 0 F.-A I � I %A I D
I -_� 1,L4,
L-Jr7a
I,-
V -Ac)o -.-,D l-i oA 1 0 - 13L, K_- Pc� UL/�
OH Hevi 1621 POL5 Ho
Pe :w A,
BLpL__; I - - �_i
U. .5. H16H WA Y 913
...... . . . ........
L-01- 60VErLA6e
C_�Opy_
ioe�
0137ANCE
c0H6p&__TcH
5.00'
OF C�A i�-4-rf5 FN�I,46, 61?k4f_-6
F(Z0\AQD-D-- 7"
�40OT2`7'1
E
5. 70'
3
N
3305741"
E
4
3
041,51,12 "
pi
00'
5
3
01 0 W t.,V,p
E
3.70,
6
3
66 "W51
E
00
WIND
REFERENCE DRAWINGS
NUMBER
SHEET
TITLE
. DATE
C#9
I
GENERAL ARRANGEMENT
08' 17-91'
C#9
2
CKAt>1"& 4 SlDrJ4 U-MA-19Aad
015 - CD i
C#9
545A,.LAm1:F5CjW6
I IftIt%&6,T%ou1 PLAA
05-28-91
C19
4
IFLOOR PLAN
04-25-91
C#9
5
BLDG. ELEVATIONS
08-22-91
C19
6
BLDG. FASCIA DETAILS
08-08-91
C#9
7
CANOPY ELEVATIONS
04-25-91
C#9
8
CANOPY FASCIA DETAILS
08-01-9V�
C19
9
BLDG. & EAVE LIGHTING
-25-91
C#9
to f 1aA
BLDG. MECH. & H-VA,C
05-07-91
GCCO
It
GENERAL CONDITIONS
08-29-86
Sus_9C_I
12
GENERAL SPECIFICATIONS
05-08-90
SUS-9C-2
13
GENERACSPECIFICATIONS
02-19-87
SUS-9C-3
14
GENERAL SPECIFICATIONS
02-19-87
LAOD-448
15
INSTALLATION SPECIFICATIONS
03-28-90
LAOD-448A
16
INSTALLATION SPECIFICAtIONS
02-28-90
LAOD-449
17
ELECTRICAL SOECIFICAT19NS
02-128-90
LAOD-449A
18
ASPHALT & CONC. SPECS.
03-28-90
L�OD-450
19
U.G. PIPI W. & ELECTRICAL
12-13-96
LAOD-451
20
DBL. WALL TANK INSTALLATION
05-15-90
LAOD-452
21
MISC. TANK DETAILS
05-15-90
LAOD-453
22
MISC. INSTALLATION DETAILS
02-28-90
LAOD-454
23 -MISC.
PIPING SECTION & DETAILS_
04-27-90
LAOD-455
24
MISC, PIPI NG SECT ION& DETAILS
04-23-90
LAOD-457
25
ELECTRICAL SCHEMATIC
02-28-90
SUS-261
26
TYPICAL DETAILS
06-04-85
UTILITY BEST MANAGEMENT PRACTICES (BMP)
PROVIDE DIRECTION TO UTILITIES AND CONTRACTORS TO COMPLY WITH THE SNOHOMISH
COUNTY "CRITICAL AREAS REGULATIONS'.(CAR)
I). THE CONTRACTOR SHALL MINIMIZE THE TRANSPORT OF SEDIMENT ONTO PAVED SERFACE.
IF SEDIMENT IS TRANSPORTED ONTO A PAVED SERFACECLEAN THE PAVED SURFACE AT
THE END OF EACH DAY.
2). REPAIR OR RESTORE THE IMPACTED AREA, TO THE EXTENT REASONABLY PRACTICABLE,
TO ITS EXISTING CONDITION. NO SOIL MAY REMAIN EXPOSED FOR MORE THAN 2 DAYS.
3). WORK SOULD BE DONE AS QUICKLY AS PRACTICABLE CONSIDERING THE IMPACTS AND CIRCUMSTANCES.
4). INSTALL APPROPRIATE EROSION CONTROL MEASURES PRIOR TO COMMENCING WORK -
ROUTINELY INSPECT CONTROL MEASURE TO ENSURE EFFECTIVENESS TO PREVENT SEDIMENTS
FROM ENTERING STREAMS AND WETLANDSOR ADJACENT PROPERTIES.
USE COMBINATIONS OF BARRIERS AND FILTERS (SUCH AS HAY BALES OR SILT FENCES),BERMS,
MULCHING, REMOVAL OR STABILIZATION OF EXCAVATED OR STOCKPILED SOILS AS APPROPRIATE
TO THE CIRCUMSTANCES.
THE CONTRACTOR SHALL KEEP MATERIALS, EQUIPMENT, AND OTHER RESOURCES ON SITE AT ALL
TIMES,IN ADEQUATE QUANTITIES To IMMEDIATELY STABILIZE ALL SOIL
5). RESTORE ORIGINAL GRADES TO THE EXTENT PRACTICABLE. MINOR GRADING OF RUTTED AREAS
MAY OCCUR TO RESTORE ORIGINAL GRADES.
6). AS APPROPRIATE AND PRACTICABLE, REVEGETATE DISTURBEDIALTERED AREAS WITH
VEGETATION COMPATIBLE WITH UTILITY INSTALLATIONS.
REVEGETATION SHOULD OCCUR AS SOON AS PRACTICABLE FOLLOWING THE COMPLETION OF WORK.
7). MINIMIZE VEHICULAR TRAFFIC AND MECHANIZED EQUIPMENT.
EQUIPMENT MAINTENANCE SHOULD NOT OCCUR IN ADJACENT AREAS.
8). PREVENT ACCUMULATION OF STORM WATER IN OR NEAR WORK AREAS.
9). REMOVE ALL UTILITY WORK LITTER FROM THE SITE AND RESTORE TO ORIGINAL OR
BETTER CONDITION.
BEFORE CONSTRUCTION ACCEPTANCE BY THE COUNTYINSTALL A PERMANENT VEGETATIVE
GROUND COVER TO CONTROL SOIL EROSION AND TO SURVIVE SEVERE WEATHER CONDITIONS ON ALL
AREAS OF LAND DISTURBANCE NOT OTHERWISE PERMANENTLY STABILIZED BY IMPERVIOUS
SURFACES OR OTHER MEANS.
LL
O�
BALED HAY OR STRAW
12'ON CENTER
DITCH
PLAN
DITCH PROFILE
2 2" X 2" X 3' PECS
EACH BALE
NOTES:
r p7q
OVERLAP EDGES
EMBED BALES 4 - 6INCHES
DRIVE STAKES MINIMUM 12" INTO GROUND
TYPICAL STRAW BALE SEDIMENT
BARRIERS IN DITCHILINE
A�
51011
il
2' 011
T -
2' 6
FILTER FABRIC MATERIAL 60" ROLLS
USE STAPLES OR WIRE RINGS TO
ATTACH FABRIC TO WIRE
2"X 2"BY 14 GA. WIRE
FABRIC OR EQUIV,
X\ \X/�\\ x x
6' MAX
SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY
AFTER EACH RAINFALL AND AT LEAST DAILEY DURING PROLONGED RAINFALL.
CLOSE ATTENTION SHALLL BE PAID TO THE REPAIR OF DAMAGED BALES.
END RUNS AND UNDERCUTTING BENETH BALES
IRS TO BARRIERS OR REPLACEMENT SHALL BE'
ACCOMPLISHED PROMPTLY.
SEDIMENT DEPOSITS MUST BE REMOVED WHEN THE LEVEL OF DEPOSITS REACHES
APPROXIMATLEY ONE HALF OF THE HEIGHT OF THE BARRIER
ANY SEDMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BARRIER
IS NO LONGER REQUIRED SHALL BE DRESSED TO C014FORM TO THE
EXISTING GRADE. PREPARED AND SEEDED
HYDROSEEDING GENERAL NOTES
CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL ESTABLISHED
GROUND COVER THAT FULFILLS THE REQUIREMENTS OF THE ENTITY
WITH JURISDICTION OVER THE JOB.
ALL DISTURBED AREAS OUTSIDE OF THE CRUSHED ROCK SHOULD BE SEEDED
WITH A PERENNIAL GROUND COVER GRASS TO MINIMIZE EROSION.
GRASS SEEDING WILLL BE DONE USING AN APPROVED HYDROSEEDER
OR BY HAND SEEDING AND PLACMENT OF STRAW MULCH AS
APPROVED BY THE ENTITY WITH JURISDICTION OVER THE
RESTORATION OF THE SHOULDERS.
SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY
FILTER FABRIC MATERIAL-----_______,,,
2"X-. 2"BY 14 GA.WIRE
FABRIC OR EQUIV. -
x
8
x
PROVIDE :Y4" -1.5"
WASHED GRAVEL BACKFILL
Ifq TRENCH AND ON BOTH SIDES
OF FILTER FENCE FABRIC ON
THE SURFACE
2"XA" WOOD POST 'Z
ALT:STEELFENCE POSTS
USE THIS PAGE ONLY IF NECCESSARY
FOR THE NORTHWEST CORNER OF THE
INTERSECTION OF 220TH ST SW AND HWY 99
ON SHEET 1 OF 7
5/011
ao
EXCHANGE
COUNTY
HALLS LAKE
I SNOHOMISH
TITLE:
ALIS AUTO
SUPPLY
& ROAD IMPROVEMENTS
220011 HWY 99
;u D
m
APPROVED BY
DATE
CD
m
OD
T. R. SEC.
SHEET
Nr) . 7 OF 7
0
I
I
POLE'S TO BE REMOVED
WRECKING INFORMATION
POLE
HIC
YEAR
M�C.
SH.
P60
35'15
60
113355
6
P61
35'15
60
IIJ355
6
p6_9
35,15
84
1133o5
6
P63
35'12
84
11335,�
6
P64
30,15
68
113JO5
6
P65
JLY15
66
11,3.3o.5
6
P6J-11
45'12
67
11-3452
6
p61-11
45'12
63
22J425
6
CABLE
YEAR PLACED
FOOTAGE
MAT.CODE
AE25-24IM
82
80'
223425
AE50-24
78
50'
221650
AE25-26
78
3'
221625
ral"PA.-I
C23.-2401-2425
AKF25-24-
95' W1 LAP
<m
P60-/i
178
TO CoOm
TO FIELD
KRUEGER
CLINIC
P64—/l
508
62+27
—41853
C23:2001-2025
AE25-26IM
68+78
�/ . w -
A (185)
66)
P6 65
16 9 X4�11.10�
66+98 4w
.) 4841
P64
C171
6' E
C23:2001-2050 LOCO
-AEF50-26
Lo
co Ln
C-)
CD N
7
7711
........ HH64 / 2
I
-------- 68+73
THIS PAGE ONLY
PL-ACING AND REMOVEAL
DETAIL FAGE
, U 1 N %J I I % U %—, I I U IN I Nu I L-10
F IS CRITICAL THAT WE TRANSFER
FF OF ALL POLES ON THE EAST SIDE
F HWY 99 NORTH OF 220TH ST SW BY
-3-99 SO THEY CAN POUR THE SIDEWAL�
FFECTED POLES ARE LOCATED ON PAGES
rlt r- -7 A K I r-% r_- e-% r- -7
EXCHANGE
COUNTY
HALLS LAKE
ISNOHOMISH
TITLE:AL'S AUTO SUPPLY
& ROAD IMPROVEMENTS
CMD
7,
22001 HWY 99
0
m
;a s
APPROVED BY DATE
z
m
m ;v
27NRAE SEC-29B
SHEET
ING . 6 OF7
OD
C>
1�
cl
z
0
.0
TO FIELD
co
co U-)
Q)
95
\A
\ �-3
P59-/
4 3 8�
59+58 10
9562 C2.3.2401-2410
rall"UR
P58-/l
58+35 180
1 ) i
A
5 50/
80)
0
-III,/
P57-/l
C2.3.-2001-2050
AE50-24 STUB
1 G 2,�
P55/ 11(35 6
1.10 03 �6
,q, '(s
Q
,4,, IN
111) '.\',
d
0
0,
Ci (61
P2
186
S�� �'IG�- I 1�
op
p 1
184
3' E
9
P59
177
o %
GTE TO
SET NEW POLE
3' E OF EXISTING
44�
P58 'Z
17 25X 57+39
- 1850
3.2401-2425 C23.-2001-2050+
0 -CI9.-501-525+25DD+
3*'E
(o 41-11. Cl.-501-550+25XD+
�-) C23.-1876-1900+1.-576-600
cD LL CD
A
CD
+ C2,3.2001-2050+50DD+
Lo Q) CI:501-550-25DD�
'Z' C23:1876-1900-CI:576-600
\j Lo
Ln AE2-26---n
58 LLJ Lo C23.-2401-2450
AE50-26
- 0 % %,r . .1 - yt A E 5 0 - 2
') (g A /N, 9
7 1 P53 P52 P51 P50 P49
P55 1112 184 183 607 GOG
181 NIF C23.2001-2050
. AE50-24 STUB--/
C2.3:2076-2100 50 7/ + li 1-44 -, j
AE25-24 25 6025)
1 C23:2076-2100 2076-2100) ZB53
�AE25-241M 100DD�Ch-501-550
C239876 AE2-2
C23:2001-2100
AEl-2&—
/ 61+92
50 rr-� 6024
3' E 2051-2100 ',.V ZB1-/l
C23:2051-2100
UG TO FIELD
AE50-22
6"
X?
GTE TO
SET NEW POLE
3' E OF EXISTING
ICGS NOTE:
THESE ARE NOT IN THE FIELD.
POLES: P53/182 & P57/582
TERM:B037
REMOVEAL DETAIL
NO PLACING
WRECKING INFORMATION
CABLE
YEAR PLACED
FOOTAGE
)VATCODE
AE25-26IM
80
237'
223625
AE50-26
69
540'
221650
AE50-26
78
360'
221650
AE2-2G
96
540'
221682
,AE50-24 STUBI
97
1 EA
520208
N
Lo
c\j 23.-2001-2100+2401-2450+
+ C19.-501-525+
Lo
C23.-2476-2500+2601-2700
Ln MH3
LLJ P45-/2
208 49+06
C2.3.2001-2100-2401-2450-
25DD-2476-2500,
2601-2700
A r- n ") -)
8:
tn c\j
I
HIS
09,
i
220TH
POLES TO BE REMOVED
POLE
HIC
YEAR
U.C.
SH.
P2
35'15
68
113452
5
P/
35'12
?
113502
5
P55
35'15
6-0
113355
5
P58
45'15
60
IIJJ55
5
P59
3515
113355
5
P58-11
45'12
66
lij452
5
P57-11
45'12
go
113452
5
ST. S.W.
SS4-24
CONSTRUCTION NOTE:
IT IS CRITICAL THAT WE TRANSFER
OFF OF ALL POLES ON THE EAST SIDE
OF HWY 99 NORTH OF 220TH ST SW BY
8-3-99 SO THEY CAN POUR THE SIDEWALK.
EFFECTED POLES ARE LOCATED ON PAGES
6 OF 7 AND 5 OF 7.
C23:1876-1900�CI:576-600
C23.2301-2400-2101-2200
ONLY
TO CuOu
—m
EXCHANGE
COUNTY
HALLS LAKE7
SNOHOMISH
TITLE: ALS AUTO SUPPLY
& ROAD IMPROVEMENTS
-c CD
22001 HWY 99
0 o
CD -0
x
0-0
m
:0
APPROVED BY DATE
z
-70
m
;u
T. 27NRAE SEC.29B&CI
SHEET
NO.: 5 OF 7
co
REMOVEAL DETAIL
NO PLACING
2" PVC
-) \�n5\
LCG�476-500-,451-475
EF50-24 —
N ;I-
N m PG
Cr N 572
1�
Q0
c\j
co C�)
C:)
Ln
Lo
N
Q)
CG:476-500
AE25-241
81+93
8235
P4
194
0
P15
193
m
ONLY
NIF
POL.E'S TO BE REMOVED
THIS PAGE ONLY
POLE HIC YEAR UC. Sly.
P4 .35'12 65 11.34-52 H4
0 6
6
5',o,'
(o 0-,-, Ln
r-� I LLJ
+
C.)
12)
NIF
x
Lo
P3 1-2" PVC
187 1.301 P4-/3
3+32 PLACED BY GTE P4-/l 588
-------------- 1 528
UC3 —A KF25-26-,��, ��e4.1876-1 66+55
C25:1876-1900 AKF 25-2 900
UG 25X ----a E593
CP3:1876-1900
r,i ZB4-/3
527 3' E )
a07 4+
CZ3:2-+051 - 2-089+
p077- -zloo
ZDD DZO9?-
0�) �6\
CI:501-550-25DD,,
576-600
FIELD
m
EXCHANGE
COUNTY
HALLS LAKE
ISNOHOMISH
TITLE: AL/S AUTO SUPPLY
& ROAD IMPROVEMENTS
22001 HWY 99
C3
0-0
w
APPROVED By
T. 27NRAE SEC-29C
SHEET
IND.. 4 OF7
OD
�D I
00
00
4ON
CD
0�
00
cq
'Ki
:a:
r.
0
4
70
LL
0
N
Lij
CD
<E
CL
LLJ
Lli
U)
mnC,
cl) Ic
+ 11-1
C, C)
x
UG
23.-1801-1875-25XL)-
1901-2000-IOOXD
AE3-26 Q CD
M
8
co
cl)
I,/
PLACING
NO
DETAIL
ONLY
REMOVEAL
..O<—
TO FIELD
T
RN
ki)
—'Lu
<r
(A
PIS2
21G
1-1" SUBDUCT
150'(FR@95flIl&9&J3
U,G 'Ejzc�-1-12 -F llvj,"
YGN12-SM VN zpI
AESTUB2
L
AEF3- z 1901-Nn!,
�-AE3-26 1:301-350-50XD-401�� d. /
23.1876-1900-1.576-800'-�� 2,5.-22(
1� / � f- - SS4-24 '-977*
<1 - HH36 P36 P35
39+2a) 213 85 218
to
(D -q- Ul
(r
LLJ
+
�N
'T
ry
(-0
4o
F35:1-12
AE2-2
P34
534
C,3
LL
Lu
42+46 #13965
50
27� 9855
25XD-2.3.2676-276P
ZB34SI
C19.-501-550-25ODD
r�
JLvJHM3-
C19.1-000
SS21-2
02.1-589-2DO-592-59
40-601-1069-20,
1092-1096-4015,1101-117f
6DL�-118,Q-1475'6DD-
1482-1500
SS15-2&--`
C10.1901-2200
AE3-26----T
m �T
(D
LD
_j
r
z
cloj-qol-�
09.1501-4'
AE9-
D
C. 0.
mHl
MH]fo
38+79
R2 36+111.101-/50
XM03.1801-1802-2519-25
REC1974-1975-2594-25921 E -2
F&O 1976-1977
23.2201-2300,2501-2528-
1977�2530-2600,2301-2400,
2101-2200
,z--SS4-24
Nq
2-2
6,
"),0
r., to
00 (0
' a
N
00
+
00
co
j
LO
FB
Q)
B—
colq-
2
LO
N
LU
co
Ln
23:1801-2450�25XD-
2476-2700
SS9-24-\
LL HH29S4
:�i! 35+04 A /f T-J A
f-J&- 1-50XL)-401-55b- 1� h1-68-2XD-71-2XD*74-75* MH149
?3.1876-900-1:576-600P PVC-12YM8-79-,-XD-8,--.350'50XL-.)- 31+45
—AE3-26 �20FT 401-550-25XD,576-600
AE6-2G 23:1801-2450-25XD-
1876-1900-2426-2!!450- HI14?W41 . 2476-2700
m. I 34+-2M29125XD-23.2426-2450. SS9-24—
AEFI-24 11.1lef 15e
I � I I I ---AFFl-24
I YUN12-SM c�
-25XD, �t,-c;zr
01-1875
23.1801-2450,25XD, I-P-SUBDUCT 100'1 :p
�01-2000 24 - -t�?:
7.120-1-50-101-125 2476-2700 YGN12-StPa
WE F T--- S S 9-24-Al-2--
0 0 ZM30 To 2476-2700
Pg3 P32 P31F3 P3lr23:2001-2100-2401-2450- V P29 P28
529 0 ��XD�2476-2501-2601-27004 / A(9 0 315
Cn— 4�5 317 AE3-24— ��Oj</Z)JHH' 316 k? Iry .� 28.1201-2,A)g7
L'i � 34+8: :D
2.3:2001-2100-2401-2450- \N --
CN S -M2
_j B=
\.L5XD-2476-2500-2601-27004 0� IV 28.1201-2400
2 2
(D
AE3-2 to 23.2476-2500-1851-1875
+ AEF50-24 LO
m 23.1801-1802-48XL-)- MH3
- 35+95
31:�
1974-1977-21XD-25XD -113937 1:101-125
#
AE25-24
AE-STUBI-2 A872 M 25
-MHO
232-W1-2J00#R401-2450,%
CI9.501-525-
C23:2476-2500t2601-2700
o P32SI
522
TO MH105.5
--- -- . I
�v ZB29Sl v 34+09
p Ce) U)
'M co
N cl)
23"-1-000-2401-2450- ft co
f;�A5' 23.2201-2300-2501-2600- N
2301-2400-2101-2,100 C19.-501-525- N
N Jlj
LD +
SS4-24 C23.-2476-2500+2601-2700 N (D
CI-29 LL ')
UJ 28.1201-2400
AE12-24 Lo
c\j
c/0.j-Z2w,bwuu
— SS27-26
C)
DQ
o
q
Ti.301-1100-201-300
SS9-22
(n
CM801 -2450#
z
(n
(n
C19MI-525#
8
N
E476-2700
I
LO
tC23J801-2450-25DL),
2476-2700 - I
co
U)
0
d)
%
—SS9-24
Q
TO RISERS
W04 UNKNOWN TYPE=UNKNOWN L0008
2100 HALLS LAKE
Ug-1500-J000-
!450,25DD-2476-2700
C28J--2,00-30ODD
SLM27-26
A
co
ts,
0 CD
C28:1-1200
SL12-26
U27N4E29AI
lc3s# M H 6
FAC# M H 10 6
L cli
uo- F—:J'l
HH2811
36+72
TANK AS NECCESSARY
EITHER SIDE OF MANHOLE
A
TO CO
P2
28.1-2400-30M
SLM27-26
eb
MH6
MH106
32+03
10.1-2200-500XD
SS27-26
P25
0 220TH
10./50/-/.900
SS4-26
SS34a26
19
CD
D P2
605/0.50/4900
1 AEF4-24
fZM4 ..201-2400
AE12-2i6+08
TO FIELD
ST. S.W.
EXCHANGE
COUNTY
HALLS LAKE
[��OMISH
TITLE: AL'S AUTO SUPPLY
& ROAD IMPROVEMENTS
22001 HWY 99
�D
m
m
z
APPROVED BY DATE
m
IT. 27NRAE SEC.29B
SHEET
lNO-- 3 OF 7
co
cl�
TO FIELD
C23.-2001-2050+
C19.-501-525+25DD+
Cl.-501-550+25XD+
C23.-1876-1900+1.-576-600
25:2001-2050-,50XD+
1:501-550+25XD-,-
z 25.1876-1900+1.576-600
A 1:7) -') C
u- -
0
T--1 <�
<
AE50-2
<
2100
EQN]
P45SG
207
AE50-
23.2401-2450
P50 P49
607 23:2001-2050 606
AESTUB50-24---/
100XD+1.501-550+
23.1876-1900+1.576-600
AE2-24-
23:2001-2100
AEl-2(;
C19.-501-525+25DD
1OA1-.50-26-
0 G' P45S4
r-0
9' cJ2 0 6
co
-, LO
23.-2001-2100+2401-2450+
C19.-501-525+
Lo Ln
C23.-2476-2500+260172700
T-
Ln 6 MH3 <A-M-i
L—u
P4 2MHI�2
;,hFN 49+06
m
C\J
c�
c)
n:�
Q:)
''ZI
c�
11
23:2001-2100-,-2401-2450-,-
25XD�-2476-2500-2601-2700
)0— AE3-22 0,4
P45 27N4E29.B P44
209 568
C) JL 0
Pi 220TH
605
al
rl)
qz
r
P2
219
52+52 #14893
50 7508
ZBISI
2-3:2601-2700
TO FIELD
13
PLACING
DETA IL
ONLY
NO
REMDVEAL
220TH STo SoWo P 4 2 S 2 23.2601-2650
603 r—AE50-24
23:2201-2300-1.501-550-
23.-1876-1900,1.576-600-
23.-2301-2400-2101-2200
SS4-24
P43F3 &
211
2.3:2601-2700 2,3.2501-2528-,1977- P43 <
.AEl-26 25JO-2600-2601-2650-150XD- 577
1.401-500,,50XD,
SOW 23:1876-1900-1425XD CD
AEF9-26 C:)
'b
23.2501-2528-1977-
2550-2650-150XD,-1.401-500-
.4
50XD-25:1876-1900-425XD
AEF9-2
Q �)
I
IZI- Ln
co
LL
(3)
Q) Q)
Li
Nc-) C-) 6
q�
Lu
<l:
I \v V\
TO CO
MH2
28:1-1200
43+78 SS12-24
100XD-19:101-200-300XD- 19.101-200-401-500
401-500-28.-901-1200
AE9-26--\,
LOC.1-300
— AE3-24
100XDt19.101-200-3
OE9-216d ff)l-ann_00nnl 101,
�MH43
MHI-�]A
48+17
HH43S]
49+20
TO FIELD
M
u
UG ------
>
7
LL
0
(y)
LLI
(D
<E
CL
P39 HH38 w
37 w
212 44+54 7 > co
37
v I
m
EXCHANGE
COUNTY
HALLS LAKE
ISNOHOMISH
TITLE:AL'S AUTO SUPPLY
& ROAD IMPROVEMENTS
22001 HWY 99
m
:0 (D
z
APPROVED BY DATE
c:
ca
m
T. 27NRAE SEC-29B
SHEET
No . 2 OF7
CC)
CD
SECTION THROW �NEW
RISER AT NEW POLE
TO NEW SPLICE PED
Lo
<T co
to u-
cli
242LJM
T TP
5
ES 306
Lly
20
DATE
7-99
pw
200
300
FAC
DCP
Tor
200
300
p
1 123
6
STA
R
c
0
YR /
129
G5
YR 2
T3 —6
9-8—
YR 3
142
71
YR I
1157
R
JYR 10
1308
1
A
ES 179
Lly
12
DATE
7-99
pw
100
200
FAC
DCP
TOT
100
200
p
1 77
77
STA
R
c
0
0
YR /
81
81
YR 2
85
85
YR 3
--99
-9-9
Y" 4
94
FR 3
124
9�
. Zj�
1
JYR 10
1193
1
1 97
1
TO FIELD
rTp�
C2.12,401-242.5
AE25-26
>-677i
5'L
P58-/l
c
180 60 /
*
1 Aj
24"
1
'4"v
.A6,
I
0/ /P57-/l
B
CABLES OVERSIZED TO ACCOMMODATE
FUTURE GROWTH, AND EDMONDS AERIAL
FACILITIES POLICY.
P 15 60-32
C 0 5ODD-C23.2051-2074-20D, 18151
U 38 2077-2089,2DD-2092-2100
Ch-501-550-C23:1876-1900
C C1.576-600
FPT-----q AKF2-26
FUFJJ
D
7y
4k,
P1
PI
'/l 8 4 a
psmm W.,
l®r;'
PLACING DETAIL ONLY
NO REMOVEAL
Loom
Z_
-1
k, z<
C23s2401-2425
#7&M)
AKFI-24 -
125'WI LAP
lom
c2-3.2001-2050
A- AE50-26
IB
COUNT
BEFORE
AFTER
WKR �:F-VAC
-DEF
WKR
VAC
DEF
C23:501-525
23
0
2
23
0
2
C23:526-550
18
7
0
18
7
0
C23:576-GOO
23
2
0
7
18
C23:187G-1900
22
0
3
22
0
-0
3
C23:2001-2025
29
0
0
29
0
0
C23:202G-205o
27
0
0
27
0
0
C23:2051-2075
34
0
7
34
0
7
C23:207G-2100
19
4
1
12
11
1
C23:2401-2425
21
2
2
21
2
2
C23:2426-2450
28
0
3
28
0
3
C19:501-525
0
0
0
23
0
0
SPLICE DEAD
0
COUNT THROUGH
79 / lb PLACE BSW FROM
0 GTE TO PLACE FROM
51 PED# TO POLE AND
c NEW ANCHOR & GUY S E JAL OPS
CTIRANSFER DAERIALDROPS,
10'L SOUTH
2!42ZMMO cm
rTp
cm
BUILD RISER
co
+ 7207
to
Q3 U) / POLE NOT SHOWN IN RECORDS
a, DIRT (s)
+ + +
CD (D a <T-
CZJaWl-2050�wDi> &
C23:2401-2425#75DD
B B— AKF2-24 — B
-1 352'
33' PUSH 242M
ASPHALT
CONCRETE SIDEWALK CONCRETE SIDEWALK
(WKR =WKR + DED)
u-
AKF2-24
220TH ST- SW 105, 0
E) M
Lo M
OPEN CUT EXISTING
OPEN CUT ASPHALT ASPHALT PATCH
-130' 87'
EXISTING ATHALT
WA �B PATCH
oils
01FUSH 8' PUSH 'LT
I- ASPHA
4'PVC 2Z1-M74igo&2W-4-M -X 1-4'PVC I DRIVEWAY
TO FIELD
I
�4
ow
L LPLACE NEW ANCHOR
UY 8� L 0 TH
& GUY B'L NORTH
PLACE NEW RISER
NEXT TO EXISTING
PLANTER
.B
I w
0
Lo
CL
lC23:X01-205X19j901-925#
25DD,0501-55025M
C21187&1900
CW6-rm
IC23..2001-20'50,50DD
-Cl.-501-550-25DD-
C23.-1876-1900-
P51 C1.576-600
//—AE2-26
183
------------
flolz_olfnl-olfL: --z' —
—AE50-26 C23:2401-24-15-0-�\�
AL'S AUTO SUPPLY 184 15' L . -�v c ->
c b4z 'cl AE50-26�
44vivil mw I I-) C114
Z--� I C23076-1900-50DD,- I-
57+14 X5l-Xr4+2DtN,2W-2089 t+-
F200 25X .00 CK -2D1>2092-P-W v
+ U)
TP w AKF3-26
C159-501-525 U) 242&W 208,
T2
ts)
cm
BUILD RISERS
4x
N
LQ
C)
cn
51/1 2S)l
28 -5
220TH ST SW LOOKING
EAST FROM HWY 99
SECTION
AA
LL- Li- LQ
�'5/ I /o/ 1 281 1 2(51 1/0/ 15/
HWY 99 LOOKING SOUTH FROM 220TH ST SW
SECTION BB
'Al
LLI
Lo
<1:
CL
uj
uj
Lr)
PLACE PED�F202 AND TRANSFER
3 BSW FROM AERIAL TERM#
6026 TO NEW PED# F202.
TRANSFER THE 2 AERIAL DROPS
TO NEW PED# F203 ON NORTH
SIDE OF STREET,
AC=SAFE1
TO CO
STAY ALERT - DON'T GET HURT
THINK SAFETY H
DEFENSIVE DRIVI
MEANS ARRIVING
W-j
USE FOR BULK ONLY
PRIORIT )M ECIS
IN SVC
DRIVERS FOR WORK ORDER
DOR
PMO / TRANS / SAFETY
HICAP / SPAN
OPUS
IPUBLIC REQUIREMENT1
PLANT RELIEF / CABLE CONGESTION
PLANT EXTENSION / COMMDEV / RCd
IN SERVICE DATE 9-10-99
PERMITS
CONSTRUCTION
El BLANKET
0 DIAL. A DIG
El STATE
M FLAGGING
M COUNTY
1:1 BRUSHING
M CITY
0 NONE
SPECIAL CIRCUITM
CAUTION
POWER MUG MAE
CUTS REQUIRED
OTHER MUG MAE
M YES 0 NO
TELCO 13 UG M AE
JOINT POLE
JOINT TRENCH
M PUD 346E98
El PUD
0 PSP&L
D PSP&L
M CATV
El CATV
M GTE
0 GTE
ONONE
FEES RED'S
0 GOP 0 LEC
POINT OF
0 SPEC. CONST.
CONTACT
M NONE
ENGINEER DEREK OUCOTE'
PHONE NO.425-710-4121
FAC. TECH. BOB VIEN
PHONE N0.425-710-4144
FIELDER J ERRY BEAR
MATERIAL
CODE DESCRIPTION
EST
ACT
280425
AKF25-24
387'
280480
AKF1-24
125'
280482
AKF2-24
457'
280483
AKF3-26
701'
529194
101AI:50-26
1EA.
529232
101AI:3-26
lEA.
CAD8
1
CAD12
2
UPC-1248
1
4"X20' PVC
4
25X BLDG TERM
1
PLACING HOURS
215 [X
SPLCING HOURS
1162
ma
EXCHANGE
COUNTY
HALLS LAKE
SNOHOMISH
TITLE:AL'S AUTO SUPPLY
& ROAD IMPROVEMENTS
22001 HWY 99
on
�D
m
APPROVED 8Y DATE
z
.,n
,T. 27NR.4E SEC-29B
SHEET
NO.: 1 or 7
OD
CD
/
I
- . �- 1-111- , t", - _: r'T
- - ,"'. , � '-''._�i __ ,_:-_-, I ,
..
.
- - . -
111-1-1 I . I I - , , - L :: ��'l4.4;_ " -, - . - - -, i I - - - - 1. - - '17171 ' . __ .!�A' , : ;. ,
�Sog �--#;Rlll � 7�_WJW.T '�..�� - - , "!" 1-_" :
. . a - , - -- - 11W '�= - - ITA!F"�:a� v I 1. .'
--- � Ill _I'T='� - _'Tiazu-71 M I '�'.! =121�'-P_ IV_;
. � __� . I J'.1-4 I ; ll I, .lIll -- - - ol _ '- -1 7 1 =7111��4F777_77RTT-� 7=17fT�';*4�- " ".� i!", - '. , ,. ;.":,
. I .. - � .." I . . I Il.- _-'�_ �' _"� " � r ; � 1Z. . _'� " , ,
-_ - __ I " �.',' '. �7 � - i '� '� !., - -it i - " 7 . .
j ----:"_-a;L___z - I � I I I . 11 - I . . I ; � . --�. . .w '�": - -1 ! ;��; �� , i . . . I . .11., : , ". . 1
_1�114. 1 1 . . __ . I I I ,. 1. ITW 1. - - 1, . .' . . :'.� - I . "m .. I - �" 4,
.N -, __ I'M llf � _� I - �. 7' ..1 w. .0 ;w -.,, -- 7-70", 77-5 - �� T" ,-7'7'"!T"l`!'A` . . 'W"l T'_ "I . ';�'- - 'T, '�77� '� r " 0: -, I I .AN-T-
I
.
_' 7.7f: 7777 I � � F , W� ,!! 'l , - , , , - -7Fi " "._'. ., .;; ,. ��'!!'�' ': %� Ir '� ' Z" 'I " I I trwrrFl"'t ��_. !3 40 -t
vow '.lIvol" Ill � qil , . . "� i
' ' � - I . . , 41 PF�� 11 - I I �'�' I .- -�- I * _;1'*'iNo-_1ll
,
'4 , & .t . � � v
1� .,F>* . �.�
7"ll .� �_ rIv., I- W 4. TR I - - I - I,- . '�.
- , I I '. - �-Illll`1`l"`llil`ll`lllll""`lll : *_
.' . .!.- I D T"l . ...�:4 , I ! - . _'�' � - "I '. - . ... I., . - .. . . _� . .11. -
. . I I L ] ... 't --- - _-,_ -1 I 1 -I . I � ,/ - , . . . I � . ..'. .1 I . ''. 1. j . I
� " I 1 $ . �. .0 I I ". �! . ., - � -1 .. - -
I : �, ' . . ' : - . . , '; I . I .. .
I . 1 � . . I - . . . i I . F . ... . . - � -_ . _ I I I � 1: I I I . I . '.
. " 11 I ; I ' . 3. ?. ,� ", V% ." . . � .1 . 1%1 � � %. V. .. I I . , I . . $I _ . . . . � . . . . . � ' � � - I I It, , '�" ., ': . .... I. I
I I . xe," if _e . . . , . ... . I I . ' f � '� � ;
. �1 ..' 'i I A .' � . I . . � . . � .. , , . - . . , , . I I . . 1,. � I �'.
, . . � ... � -'7 1 q - : . I I.. I ,� . . . :. ..k�.' r, �' .'. �' Y
I * ' , � I
w .1 � j. .� f � �.' �. It .� - I . ' K . . � - . I . I . .. :", ' I , . :. I �.' . . . I . . 'd;_ _. .� I - 11, I
, . I � ' � - ' * ' I - . - I ' . -1 I . - I . . . . . I .1. I . I . . , . . , . . � I . * K ;-. ;,., - � .� � t � �� 11 , � I
I . � I . . . . ; . . . . ::p
li, ..7 1 I ; 46 . . . 6,1. I . . .:,.. 11 �.
. m . . '. 1 . , . � .' . . - . . , . I � , � $
1 . i "Ir 1. I 14 . w I . � .' .( ".. '. 1, .. . 1. . . . . . . 1. % ., " � 1 J . . I ' � � .� - -1
. , �.'
� . � � .40 . . w I j , . ::,14%6' 1 . j ..
, I . !_ 'I ' r." , . . . . 4 .. . . . :' 1. . - . . I I . I . . � k >_ � . , : . I ��' I IN 11 ,:;
�
� ' , , il. . t- . I .1 � I . . . . I I
/ . l .0 . . "..!N - 'A . 't I , ""N ,,, *' � . � . " Ill ik� - r . ; . F� , ,"ll . . . .. � I . � . . i '. . . . I .4 I - 1. . . .. � . . . �' ': . '."' io I . .
VA . . - . 4 - . - .
I- . j f -715 I. T"-;' Y. ,I, . . . I It ) .-,. . I . I . I '. � . . j W . � . .. ' I.." I -
.1t, 5 .' K . ' ' ' '., I, , �� . . . .. ,
/ � 1� .#1 C ll �' -, , � - . . �. , Z' YIN I ..." . . . .' ..�'
- . . Qq . I . k; . %!4 . i. - . . . . . I-- `IIllII`1llllllI1lW , - - . I I '. : _' - *
. I � , I;", T." I I - I � I 1, . . "ll, ; . . I . � . . ... . . .e AI i
I
, , e, - I k -A - I . . " - " -, .' " %l .. .. � I � . . � I I ';;�-, . .
. . I . . k I , . . . . . . . , - I
. . I . t� . �.'. I .. ,.,- I '
. . , �1 , y - ' ! - * %111 I - .. I � , (2l - _;:s- 9xi �"
I . 11 �
� � I .
.
. . '. . ". 4, . �' � . . k) ... . I I . . - �. I - I , . . I
", In . . . �. . - 1, k I _..Z� "
. .1 . . 1, � I Id I k f. . (::I�
. I ' . . , I "' , I k . . I . Ill . I , -.-
. . . � . Ml � k
. I . "
. "I � I l' � I . .' ", . . - . ' . . .� . " I . "%% . Ic- I . . . i ` _' I .
. . . '�' . . I
I 1A . . ,I, t' ' 1) N j , I
�1 . . . ! I I . . 0! .
. . . . I %b ') � .. . .� . 'M
� . " - .� �i . .
I It , : N z - - . -_
. I '. . %� I \ � w 0 .' & a -
I - .. 1� I .r� 1% 4t . �
I ! b2c ; '.. �j " , ' ' I I )� '-� (N � � 'Al . - . . 2 __� . ll :�i Ill W ICV . .
. I . I N 8 04
1 I . l '
I .. I . -
l
/ - "I I I .... =1 * -1 0 1 14' __ __ � I 1. r) I l ,W) ' � , I . _Q w ,..o k >
- N I . '4 '�) N N Z . . 2 13 , I .
I - .
. 1.
i - , . _ q .1 I __q .. I I ' , . . �'. . T. � I . , , - z - , . -
' 1;1*
" 1, � - p" I - P., U; I
, I -k� !. �_ . .. %I � . 'k At, t� '. 1�1 I ' . . . Ilk . ) x
I 4 �, � . 0 5; u 2
1 4 1 - �.__ - 4 , '4 %Q T � q L4 I - I
I. 1. , q, : ,. " . l - ; < N - w � .
�_ , . � � I .1 q, � I .. IS a r I .
I ' lc� . . I L X I . U) u
- ; . l T'. I 6 1. ' . �:� ' Q . ' I .
! . ". �t';.'P-�'. , . I � ? 6 . ; U . .
I . I � � .
: 11 ,� Il . , . v I I
. . '.. 4. b . - . % I VT I . N. � '� LI �1 1. . jj:��. 4) . _;��>_ - (�A .
: " . u
t* . Z. r ,
. . , , -, b"': '!� !� � ' I �11, I � . , z ..
1 "..4 1%.: I � ;i _-�> . I. _� u W 1W-.1 . 1.
. , I . I � k 1) iAj D ".) '� .0 0 " '
, , %'. I . . N mi �
11 - . I
, . � . ..4 (� . . . . 7-:1 - . � A ,
, C�-��Ja . � '..' - , '4 �" 4 1 � Ill � %� It ��
. I 'A O-W .
� , I .. l l k l �. � " A. . I.. 2�-__ . . I I . I . .
.'l I . *_ * ' , . , � x : .
. -Al � '.: Z) . . 5 t . . �
. � c .5 ; L . l . ' I
I
� . . . . . ' � -I Q � '3 �- .1 . . . ��-'�� - I - 0, Z I I j
� �Z "� a� I Q) __:�'__
. All I 1. I., Ck- . J 11 ). . ! I
Z' "" I �) of �5 i 1r) . N .1� � I k 'O � 0 k m
.. Izk . (� 0 �
. . . .
Q� "'i iS i - . ')� - j z ON % - '.
I , � V) .. "" � ' F, q %, a :
I I '. . % . .'
I . a , I
. 1. �
___ - 9 '.Ln-J I , i i1i , " , ! - -:�?'_ 7�� . . . . 1'� � . : I
. 11 .. _- __ -.t.--,- - . I . I Iq �! 1,; I I -L-, , �'
-
� - . . . . l , . 1`4 I i � .��_? . . , (� � � .' .. "
I = :� * .) kT) I . �' 0. - _� . - .j � . 'I, -V" I
I � : 'Q . . M .1 �' .
. 1 -4 -, A l .1 � -� � "k I -_ __NS 4 .
I . ICLJ .' . . '� 4 �� . � :�D . . '
N 4� .1 I '�� ;�' W -'4 , , I -
. �' K ll ;' 1� A , t -
. .
. , ,
. .6
N 4 ti) � I . !:_� "� N �
4 l I: .s � ". - I---
'*'
I . I I.-d- . % " It, C' ,,, -4 - - It I 1
14
.
.. '� " � � ;'n' "'- P, ' I' . ' . (I I x - QL - . I L o ' I
. .1;.!.jj 0 P, 4 f. N !11 W 1 .1 1� . . . I N � . N �
I I 'N (-) ' '.0 i . a a . z .
. z CAJ � N � .A. 14 .. I � . ') J) A I . w x ,
, I ) 7 � i U s
, I . CL I � W zt,- .
. �' * >�.�-' >1 � �' (r . � . . .l�
�' .kt , .5 14 . . _x . . ki I
I k I ��' Q� " 4 M '
I
- -
. � _1i - i to Lj .' . I— . .
I ,� I - . . ...I- � - ILI[ -9 ..� -C , . . 4. .. . i -( I . i a
. . r Il . I . I . I
.1, � ..' _� , , . i x I I
. � . N). '� Q. -. _� : .,I . 0- . - I ! �1 of -1 - . 7
I .. I I . 4) -1 � 1. 4 � - �- - . . . I I .
. . 1 6 � . I IF . _ I . . 11 . I . .
I . � . -1 '.. . .. .
�
. o
i . . z 1, ll ,I 10t . . .
� . � N . 1. -) ! . .
- . 01 � I I -- 0 1 1 :�
. I . . . ;
I � ' . 1 �13 "' �
..' '� ., -4 � I <� 1z -4 ' . � - �' ..
. . . 44 ") < I ' ""� .. - l
I l :� (I ;z ; I k
.
.
I , � . . . . 3 : . 1- 11 �
� ,., .. . . . .1 . : . . .'..... ,� - Y'
.1 . . . . . w I. I 19 C( . . I .
. . I IV � i
� I � _. . I I . � .4 . (�' . , � . .. I :I
11 I � . . . : > I
. . . I - , - A - j . .. �i I
.
�.. 11 . . I . � '�"� , . ': -" � . " �
. I J �'. . I . .. 11 - . . . . . . ' .1 i
. 'j.;'.. ., ! . Aj .3 .1 . 11 .
� . -, - . . .
. �:% . I '_. ; I I . .
. . I ' �' �. -, I I . a
. - -,.-.. . "'.e 74
.' 41..- � . d I I .' I . - I . I . . -
:". I . . .. '� .'� ." 0 11 . :.* e I
,1z .. . . l � l - .. ;
1. . ! I . � �
: I m.". 1. I . , I 2 t) . I . ' . I .;
. . 11 - I . 4 . I .
. . " �' � � ' ,.,---,. - rj_ . . : � �- . I '.�
. '.' � , . . -_ j4' \� .."I", ; : .1 w � . � I ..�. :
I . . '__� , . I . W . :
. I T �_� � I ! . i= I., - I I
-.J,; I 1. . I. -I -T I % al I .� I . .. .1 .". .
R i:.�'Z'Y' , i ..' __1 : 1. ; . : ; I
I ...'.. ' I - . � �'. I . - - ,.->.,< � I . 'Al . . '
. " - . . . 1. �' ' �_ '*" � k j ... m .. ' ' I
;+"J' "i. . I . . .. . ,-a I " ' . . .1 � . :
-�'- . - - � . .6 ...", .."I'l I- - I I - ,. I
- �. . I ".' � . . . I! .., . .. . I ..'
�N..'.. ' . I . 1: ---4,r, I - .. I . � .
� : O.- .1 . .
.; "', . . . I i . � r I - -11 I . .
. . : - I - . . . . . �.. .. �� I " .
. . . I . I ' .
' - .. � I I . . . 1. - � ,. I I
� I
. . !,
"iz � .".' - . . I - . . . I . t-k" -
, I . . � . . . ...
: '..� i. .11 . � I I � . . : . I . . � . I 'N ' " _ '
. .'� . ' I " x I I
.
'_ � I I - I . . � I I i� 1--.11 kA - ' * . w - . I L� . . .
. % . _.. . I . . . . . I . . I
" '�' . I ---" . I - T '. . is .. � . . I . .. :� .
-';�'-"nzf'��"' .' .. � I I _� , . I I I .� . . I- . - . � .
.. I . I - " . . . . . I . . . � . I .. - . f _. . . . I '__'�' - .. - . . � . . . . l . I I .. . .... . .. . . -.11. . '. '' "' -_ " I - � ".. .� ";-,.
I .. I . . . . . . . ." li.._� - '. � " . 4 ,..
. I �� . " . . , .... � � __.:� 'l - I j'___....L.t__ - . I - I - *' - - ":I - I. .
. - - ' " . - . � o"s 1�. . � ) .;.�.1111:-I�' --fl- - --Jhl�.�� W06 _', i;. L'. I �' ulll 644.�4�l 4
"'. .' - I , . � I . - � I , . .. .
4. A LLL ' _��.:': . �_�*�. ` �' - - iIIL �ll � I I I . . - . I I I . ll � �". � - . boll * w ... I �
__. Ae.'� " 'L__!'.�io_.1�1��'A d" �_�, -gagi44"ll 'A�46l
. - . . I . . � - I --- � --- � " - Ill F I 92 - I 1w . I - �w I _,A kv 0046!4�A;;_ - - - .. - "'_... . I . ... :'. .
I I 1-1,% � . , � . . . . . . , . . .. -
.' I--,,, I . L . . . . "_ . .1 (I '�' t . I . ..; ..." . I '. . -11. . .� -.-I . :. I '. �
- .1 . . . . �� . . . I . ..: "t" � . ", '' .. '. � .
. .. - '�.'."�`. .. . . :. I .. " - - - .�_. .... 'i...' , I
� .' I \4 - .'��� � I . I r - - .1 , . * I . - -- L - ;��'� _. ________-4
. '�'tl��-.-' -V1. . . . c �;� . . .. . �C' . . - . :.-. t '� :_ * ;' .-";'-m...:'ji. ... .-
I
I .' .. . . � I - , _:__'.!'-_�._ �'._'r' - ": - . - .- �� � __ ___4 . .
- - ,
' ' ' '
I .. I 11 - . . _ - ----- . --.---- - - - --.-- - . '. . � � .. .. . . �. .. . 1.11 ... I .... -�':' .
.. ."."-, . . . ' iLT_1__ - I .. . . I � I .
� _( . . . �) .- . __ _.j _1414-1- -11 . . __�� - __ , .. ... � . i:.. ..: v ,
r , "��'.. .. :`', . . . _ - .. .--- - __ .--- :: . ) , . . . . . - .
..------------ '_ F .. -�.--�-.-.----.------�.-.,---�l-- ____.__.____-.._____ __.t4.__ _ . I . . . I I .. .... ..... ....... ' 11-�' -
.. I .... . . . . - ..' . I - -.!' - .
, r � ."4. 1 / , . . I .. . . . :' .' '�' I .".1 .
. .- .....
w I - - '.1..
. . , ,
. I '-- - . - Ir. - _-� . . . . . 1. .. . !:. , .'.. T . . .
;. . '�� - �� - . .
. 11: � f'� . . . ", -� m ..... .; . � . . I 1. . , . .. - I � I . .-
. . . .
. '41 . . . . v " .. ' 1. I - ' .. : '' . . I � .1 .
. . .'(�'. . . . . 1. . ..... I/ / ... . .. . - . ... . � .
- , I . __' p " . Lu I -.1 , ! j 1 . . . . I % I . .
. ''' .� I . .. w / ). I - ! .1 . I
. I ; 'I',-",- . '. .... � - r_ .. rj .. . I _�' . Ill, . . I �. .
, '--"� `;11._,.' ;.' : . . I I . ' � . N. . . . . I : I . � I � 11 1. - I
. . .. "..'... - � ."'. I . ?__ 11 I I . . '� - , . I . I . . � I . . . .
�*
I . .. A. . . I.. - 0 1 - I .. 1. '
. . *" . ,..! �' ... . . . ____1 I ,
!, I . �1' .. � " . I . I I
w . � . ..:. . I - I-- 5 Q � . V� . '.' 1 . . ! . . .
I - . I . " . I -1 I ... . ill ' - - . . . - . � J -
11, I . � t . . 1-1 ...- � . �� . 1 14, 1 , ,
. .. � .. . .- 1. . I - . C., v I' � I I
. . . ',.'�..' � ...� . -� I/ . I I - ' '� � , w 1_111 ..' - - - 1. i . � . . I .. . F . I
''.. . '..... � �: "".. �.. I ..: . i . ..' ." . I .�'. . . . .. I . I .1 . . � 1. . i . -
I..: 1. I � '..� . . __ . . . I . .� I . .
. ". - - '.. ��� ..' � . . - . . . w
'. ' � I I . .
. * . . i - . � .
0'1. I . . .
..�: . - I ...
_ .. , "'. . . I ... "I�'ll,�����'',����,��������,�,,� I .1 I ".. Y..' " .. . I I . . . I . . - I � . . I
1, , . . . .
,. ,.,,,:, * '' . � . , . I . . . I -
. . ._. '.�'. '.� . , . . . I..;-- . . . I . . I t � . - . � � I � I . . . .
� "', - * .. . . . .A �j .
� � I � .I . . . """' . 1. - � . I I - I . . o . I .. . I
. ' � . . - . _1_1 . i I . . � � .� . I..
I
. � I . , - L '-'� , . � I - . I . . I I -
. ..,- -'�'..' " 1. - - - .. . - . 11 -, " . , . ,_ . I . I :.* I - � . . I � . , .. �. - I I .1 * * I -
I ' _-� L'* . . , �' � � .-,., - I . . � . .. . . . �. I � I � ,
. � . ,_ "!",' _' I � . - . I " i . .1 . � . . � . I .. . . . . �
I I. - - I . I I . I - . . I 1� - . I - . .. . : . .' . -.I . .
. . . '. . I . . . �
�7�'�_';'�'.'-- - . . . . ,---" I . I __" . . � . . .1 �. .;. A , � _ I-, �
'. . -!�' -,-., ".' � �. . I . � �v . . . . I . .11 . . . ! . '." . " ' :I%. %. I .' j::." .' - I
. . I � . :... . ..' . . .
I . I * A. I . I'. . -, I 1. .. � f � . � 11-1 ,-.-" I . � ' . I I I I I . . I . . I I - � .t�..':%ml., . I � . � . . ... .
. . "..' I . . * . * ' . I . .. I �- : 1.11 .z
1�1 �_o --'�) ' I . . I I . . % �
:' . . .1 -;: . .1 . - . . .
t�.. . I., , � . . % .11. .- I . . . ''. � - :-:* ... "i , .
o 1. �'1�!_:.' , I . I--,' . . . '�* � :_ __�. I � ' ' : .
�- I - ", , . . ; . �_' . - ze '. - * , * . I I . . 1 W 1 �. � 11� . 4 ..
I _'�' I . � . . I . .... ' �p . I ".
I . .. l I ..' . If. "�' ... . . - c:1`\' - " *" � .. I .... .'. ;_ .
�. � ; . . . I - .. � . 4 J.. - . . I . . :'. * .1... I - -, ....... � .
. . __'� . . I . ..' I
. , " - . ' . ' ' . I I i . .
. ':� J.. y I . I .
� '-, .;'�-"."" �' . (/ .4 . . . ".*.. , , , - I
. "I'v! �� � � . .- -, - . I . . . ' . . . . ' ' �":. - . ..: I .. ' ' : 4. , - ' _' I
I ." - ' . . , I/ - I - �:' . I '! . . � "" `
' " ''
I . ; I I " . \ I I . . - . � . � I
. . 11 _0 _��_- - l . / ' . . . 1� _'.� .
.'� 1, . . . . . �� . . . I I . I '.�: -!.".. .1 1. .f . 1. �i I
I . ' - . . 1_1� I... . , Ci N ' ' 'z .1,; " _-_
-,
lll`� I � . I . . . : I . . I
. p � i . ... . . . . .1, 11 . d , 1. . I , . �. I
- I . ' ...:, 'di " 'I', I
� ',�..'��... . .. I .,., . I I � . I .. . . .1 ._ .1 .. I . .. I � �t.. - , , �': .' .
. I ;. I 1. . I '-� . . . - . 0 1___' � -_� I �-'_ . .. .j _1. I . ..,.,:.. . . � "� � . .
,
, . . . -0 I ' � ; (' � . .� � _; I � . ,� .
: . . ': iz."'�.' � " , - i . . �. , . , , I I
. - . . .� I 1-1 - . . � �. ,. , : I- I
I. 1,
.*. �"") m- I - , ..t.. �'
. . I .
I . , `- , " � . . � I 1. � I . I . . :' �':; " - �
; ".��4�-'*","-'. - - . . - � .1 I ' ' I
I ., . 11 I... . . . .- . . I . . ' - --- - M$ I - . I
. . I. `4`*`--' " .'; .' - - " . 0.1 I I .' . � I - , .� . . . I . . . C) .' ,7Z . - . I*. I '. -'- � ' �. I ..
. t ,,.;,--,-.,- 1___' .' . ': .1. . .' , I
� . . % . - ' I I � �'. . .
: . . . ' - I . '� , . "o P-\ox- 11-11, . ) I., � . .� ..'t, . I I . I I , . .. . I .
I
, 41 :�il. I .1 . u . . I . ::::::��.'.' _ .- : . . : - ..-
.
. . I . - .. ".' � . - . . - , . . . - .. . , IN I ! _'_r , . . . - , . � ''. . .. I .
"_�_ �: . I () i
I . . - 1� -".*.,.. - - - - ' I I '.'- - - ' I ..*A � . I � . . . . : ! � . . . 1, I " %
..tt I .' �;' �. I . ,,,,, . . . . I .. .... . '-�� . . % . : � - , . -
. ,� - . t' , .. . . I I ':�� . . I.. I.. I . L I . .. .�.' . I I I
- ..: - . � . It I '
I , . I '�' ' ' "� . � . . . I
� I �' L� I l0_10''', 0 . I .1 � . .'' . .. . I .... I .. , �.� .jI . -
. �r � _ .00 I . . . .- '. . I I . - ,. - .. � - . .. .. - I
.l .. . .. �'. %.:, , ", - . .11 . .. It - I . . o . - . .. , , ." , . ..." . . � 0 - '
_.'4' �.. ' - : .. . . . . .
" . , . . . VIP I . ; .
.; a ;�' '.�'.' �" �.. - . . 0 H I ' . . 1 1;41 - I . lb . I 1. , , . . V� I .. ;.. , �'. � "' - . " 11 ::, L - I L I .
�
. . . I .. - � . .. . . 14 . I .. I . I I 1. . . I . �� ; �. . . . ... �'... .. :
.!'�' �""X�'" I - - C/ I . - . .
* '
: '�_-'. � '� � - . I .' . . . I . I . .1 ,
I J�1.1�1�5:�"' . .. t", " _. .1 . . . . . I . �' I . .. � I
, 4. - . . ' . . 4" " , oo� 11, '. . . . I ' � t I . . 'T� I .c .� .
I �. . 1. I I I , � .- . i I . ,��\ . I . . I . .�_
i1j, - � :.�t'�71'1�-" . . 0� . - \Ai' . .� . . ; C' t . I �� � .
:1. . ' ", * � . . . . IVN - ,_ . , . . 1: - � . I . I . I I : � " I . .. .. . I .. . - � I . I I
I L" - . " � ."" , , . " ': '�'L 'I. . . - . . . q I
t - 4 I �'�.- ':.o I :. . . . . I � *' r , Ill �' - __ , . I . I . . . \ - , I I . . . . 1. I . O
- I I . I .
. I : . I I
I I . "".'L"'-'e . . . I ' 1 . . I I 4 11 �' ) � 7 . . . .
'
. I- z:�� ' -.5 I
I , I . , , ... . . . � . . I .. . oor I . ;. . I . . - . \_ �' . I . . 1. , . i I . I . . . :. .0
. L .
, " . I . ' I, 0 t4 . � : I I . . . � � . - �
C, . I '�--'�'-�':'-"; "�..:' . .. . . . " - I � 1. :. . I . . . . , �
m ",, t:"�'. I . I I I . I - , . .. I . ! . ; I . . - . I .1 . .
-----,. I I I If . . IF : I . . I . . . 1. . 11 .. , I . . I
.. I . .� . . . . - ' . L . . . I . I I . . I . . . I . ! . . . C), . .� � ! . I ' I � I . . % , � I - ; �' . I � 1-1 .. � .
I I. . . . I t It l � . I . . . .
.1 . ' - ' � ': .. \n \ �_ I ("� - . , . I . . . .
.; I .. . . . ' - - i. I I . I - .
- I � 4�! . . . . I I , .
I . Q, I __L i . -I.: - . . .' 4 ..
. � I. . I . ""'\ ' / I .� . :) -0 . - i . . 1. _'. . .
*'.: - . � . . ' : - (a. -<,) - . . . . . I .
I .
1, - - �. . .. I . � \ - , �r 110 . . I . . � I . .. .
: �' .. .. I- . . . - %� . I � - ..:.r� ' . . I.. ; ..
. ' . - - . . - . . . . . . . \
. . .
.
. .:-.-'.. . I I � 11 . () . I .' . . - . ' I
I . . -
I . ' ..
1% L. � . I . ' � / I Ci r
. .�.�.� L ... I � . � I "D I . . � . 4 A -
I I I I \ i 'zj, � i � .
q'#' , I - � . p , __ \\A (:�' I .�_ . 'L I . - - --- - _____ - - _-__
" . . � I . . ! 1. I , --- -_ --------- - � i
. , I? � - 0 1 . I - I : -
I .. . �. I I . ?� '�k"'� - ' �T. I i * ( ..: . I .. . .. . . .
'�;_ ; . .. , I t I - - _"'� 1, . - I � . - . .
- __ . . 1 - . I . " I I I �. - � - - - N I . _____ I �' ' L '_. I I � 1`3 , j . . � =_ . . .1 .. . . . . .11. I
. . .' � �" - - - - -- - 19 ! . . . . .'I o
Y. , . I " - . __ -, .. .. . , - � I . �
__ ' '
I .
: - . . I . . / :2 .\ -
, � . . -1, N. I .
: .' ". � . - � I . I � I \ . , . I . � '� . . . : , �� . I . I ., fi I * I .
. . �.�',.';.:. � . .. � I . 1. I I I . T�-' \;l I "#i t� . b . � I . . . . �. :-., * - . � .' 1.
�_ � .' " � . " . . . I .1--i . . V_ :) I Ad . 1_ .,.* ".� P I
"'' . , 'N . I" �
. I . .. � ... . .
.
. " I.. �'. . , I - 0 � - !. . , � . .
.
. .';-i;. - . . � -Z , . � - - ..'�_ �' . %,
, I .1 z l � . . o U. z . '-, 1
. � .C.". ' .I,,' . . , I . . .
I I �4'-�'-:'; . �11' . . � :lZs ;_ (�� "-� : I . . ,.
. . I X u - s . ...' . .
. I.- \l _t '�' . . . . . I
. I � 1'� �"' : . . . . I ..f . I
. , .-. . Cr 1) - , __, . I , - . I . I ;. ;
.A. - - . . - ..' ' IN, 0 6. I I . � . __. I . .
'
I . : '.0" t�.... I . .. I I - I . �' - . . '. , . �t .. 1 .
. . . I
I— I , , I I 1) I, I t I- .1l . , t� __J� l L I . I . I . . I *1 I -
. . - . I .. �' I . . . . . ...
'; .- . "'..� ' ' 1. � �' ' � *. I . t'. 1� ' -� � I" �k \'; % . . I
. *1 .- . - , , I "I
; I �'_ I . I . . . .F 4j! v: . . 1. .. I ...
%A '
. ..:A�' !.I,- - . tv � . \1.' () . 0. . I
I �zn . :_ .
. . .' , i".." I � . �.. . , - . ;�'� � , . , 4, . . . . . .
.I,.:. ,..I?. 's'.... , . . .. V). *_ . . . , . . � . . . . :.. .1
. , I I . . .
, , � . . b\ . I .. . . I - .. .. . . A/ , , . -I- . . I I � � - ' N - . I , � .
'�" -"�: 4 ' , . I . . � 01'.. . I. N fl� 11 . . . . I I( . .. . . I . I. . .
. I - - I _� �. .. %, . . . I . I . . �' ..' "
. �
: I � . '� .. . i'V � . . . . .1 [�' � - -, - - - . . , f 4 1 ). I "� , . I . : I . . . � . .. -
f�' �.' , �. I I � % 1� A. � '. . �
. 0.1 . . . ".
. . .'' - I _\ I I . __7 21 - ;- . I . ' ' I . ... I ..
.. `!.'. - ';.'. . . C4 . . . I . . I '. � L . � .
. . , . I - . . 11 I '. . . � . . . . I .
.$ . - - , . . . . . . :.1 . . : . I . � I - . . I . I . � . � .
. � ,l . " .. . . . 1ZIt L I * ' . I '.. . � 3 1 '4' ,
"� ;".,;. ".?;-'v'. � . . l I . . I ...
" .. . . .
I . .. 4 V. -,4, � - . . . . .. l I . I '. ;i'� , I _. . . I . � . � �
1. : � - , , "'�' . I IX . . � . . ; . :. : :." "' : ", . .
- 4 wl� . . . I . . "I . - . . � � .1, � . I.' . I .. I ... . I - I . I.. . � I . . ! 'i. I . .,
!- y _ . . I , � 5- 1.1Y
I sx. . .. � - - . I � � , I)k f * , . . . + I I I I . u I . . -1. il I - , "
I �r , - ' �'. . . . . . . . . ( � , , fln, .
,IF _',Ii�"-'��_ � -
I _" ' *r " � . . . . �t � I ..1. - - L__ - ' ' � � . -
, . - , " 6 .
I- a-f-I.. 11,1. 1- ; 1� � i w--- . . - ":I . .� -
. !, Tl� %-Tv".. I. _�! ill ............. I ' ", I . 1. 4 � I I
'- . . �
I.. - .. I �' - �..n'*' 77.. �. ' , . . ' . ... ... .. . I ., �.. . m ".. " - I :.:�-'.. . . , .,
77-�l . . . . . . . :.. . �. � .
I .. . !I -
I , . , � . . - I � I . � .,
, I . ' , � : .. .. I.- z. I : . I . . I . ' .
t;' i VIA-*' !..Wi�'%'� . I :p_ I I ""N"W"ll '' I i I I .� - - - - .1 : . I , " .. �. .�' , I ';' I . -:. . ,1, . 4 . -
., , i i Nowl �"' . ��- '. ,�
,
� 1% A .o : I -1 , ._ _. . . '. .' , 4
. .i - *A - �. �4111111 4 * * 1 4 '
I . "t, - --.�-���-��-..-,��--;--""'-*,-,- I'. �
I
Z P "" t "l � I -
4 'M . - . . � . -1 t_ " wi6� � . I . �
� ' , ... I ,.,., ...: I . ; I . ..1. . r3j -111, . , . . : .. % ., I � . . . , . �
1, -Y '..' - , * ' i - �* . , " :'' � . . . _.. - . . � .
, .
- f '.' : . � - _ I 1 - 44 . i - __ . . , . - 1� ..� I . il * , � ' .'
,lep". '�t"�'. .1 . . . � . . . � . . ". . .. ..
I �. " -. . . . I . . r- - - - - AA . . I . � : 1. . .'. . 11 ; "' . - . .; a, .
.: A.... . . ., . .. . �_ _ .0 . . : I
*N' . . . LP '� In �- - . .
. : .'� 0 � _?, . k, - -- � lr� N'�". .
I I - ', :-C ,' . . . � � 1. I -1 I �§' / p -4 - I I . I .. T!". I . - � w I
- � ;_ . . *�:Ip '�)- " A I . Q., 1, ' , it! \ ' . � .� 4111.� , I I ... .
, .-',�!,. rz . ..... � I I 4 .4 N , , I '!, * ' . � .11 I . � .�
.
. "' '4 . - I . ; .
,"!".'."" �'a - . . / ; � +. Ill
�J't �'.." .. . � . . . t 11 ;�\ I , I I - . .
.r Ii . - � � � � N Q� () -4 ' A . ,.,.:.I 'I * "
.p I .' I . . I � : .,4 + . . ". : - I
t_ . . . I ol`� - V) I
'i , " : I . - .. . af k � : . nj - . I .
,.. �. . - . I I \ \ . I . . I %A . 4 N 11\'� j . ." . . _. ! .. �. .!
- .
. 'S.' I . 1�0 I- - - - x . . .
I . . -%:"It" * . . . . % L - L - - -_ --I 1 /'4'1,, 1", �, N :1 - . I . . . -- .
I -1. .. . . . I i 14 . . I - - - -I k NO nj . ki - .11 �' . . . 1. I . I
:' ; . %
. .'� � 1, . '� ,. . . - . . � � I . . . ; I - V) . . 1 -4 . . . . . . I . . I +! I . � . �
- I
.', . . I +
_q_; , .' U I . - " .' � . 1. � . . . ... .-�
. I - - .. � � . I , . .. � I -- . , - -, �. 11 . � . . . .
,;' '7 � � , : I (k X . i I -, __.' . . �
.11A7 .1 . � " - � I .� it) � . . : �
I '.; - . s .. - J �. � I . I .� . .. � . . �
. . . .
I � . - .
.' � . . . 1 --7 - -- '�---n N � Ic - . k . I I : ; ''' . . I , .
I �� . . �
� .z ' � I I I
, � L- 1a4 -
." , � .. , 1. I I \ I N � . Iq . t I P I . �i It � l
- . � -41 - , '; . z A� "v
. 4 g '_-�' '
� \ r, � � I _� - . . k) - . , . . . .
L
.. . _ ' . '" ' I- Q - :� � 1 ... �
. c , \ , _; .. . `1 � i
. I % , ! � I - .
- I j . I .
I '... � �'.. . ; � . .% I k te . - N , IQ " . .1 ' : __. . .
. , . I I ' � I , r') , , . 1, i I ; . .. . '. .
.
I . :'� "� .. - �. 'I � . I k "��' I I . %. i � . I` ' - . I '' �' � , .
. % : * + + I .L14 rt i . 1 � . . 7
.'� . -"�".k'-.--' " I - � . -� 1� � � " ! , I -* I it 1� A 11 � . � . I ; .' ,,,!'< I I
I I � . ' I . P I r� I . i ' .
. .".+ I . 1 '4� x (< ! -
. . , . - ), I \l r__--. - I '
I . . I IN � .. I � I
I . � '� , � '� � 11 1 � 'k I N ' " * -,
, I I . % t Q . 4i ' . E� � .. � 1 � . �' � ... �
. . � \ . 1- I.- I N 1 It -%l . .
.. :1 1 ... . \4\ i &` 1�1 V) //� " I - , I 1 %4 1 ! . I I . � . . .1 "I ' .
I - , � I %, �#" � . . ..- - '� k I ,\,% .- I I .
. . I . r L_ __ * ': . . . . i ,;
I , . . . � � . 1) ; I � I . _ I . I V) ! ; , 1�� ; I I
. I
4, '� .- * . . �2 ':� . \ . I � I - , / - - __._ = I I., : i . _'� . . 1! . .. 0�� .. I
I
. . I . , L-' 4 I . . V il;�! ; - I - I � ' � � : I i . L �'
� . ,
:. �' ' d III, . . i .. I I
� I ";'...' . \ �. N V " - �_ . _�' I . : , .
. . . . . ; Il I \ � . . I . 'p . .
, . . . I %() . - . . i '� k� I I . . . +* 1. .
4 ' i .'. !
, \ - /' � I
V � � �" S� . .
. / I I . I .1 I CL i I I . � . . . ' ".. '.
I 4". " w � .
� ._ � ' . I .4
I A I ?s �� tl! � - -
A I ' __ , - .
. I . -
t- I - " I k ' ' ' �
I X 14� , . I � k: -J'� I -,----: - �.
. 1. - . . I 14 ! 1\ - V) . ul g] i �s , , , : I - .
. ___ - - . 1� , . � . . . ! I
, . I . - �� I % I I . .A -2"' -- r . . I
: 1% .. I K � I -, . I I ; . ...." I I
, . ,. I " � � � A I Ill --- �' I .m I ' . k I l k�: I ; I I I I
� , �. . . . 1. I . 1 4
. I + I 0 1. / '�) . I %.\x - i . .. .
, P., / I �_ *
'. � . ' � . I
I � , . � I l' � , 0 \ X k . - O�p � I ' I .1. .
'. .... " I. . . I '� I l \ . ".';�' ".), !. ,I ------- � '_� __'* - --..- - _T_ . - - VN ' k I . i ' k. I
.." " J,;., . 7 l . '. 1% I k' E� - L-::. , . 1 (
� L4� ', ','-* � 1� "� / C). . . 1�.: I . . .
. .� I . I
I
, .; I . , . . I W - .1 -
I . �111'.. . %`1 /. . , .11 Z 7- r1j )II; -.-- ----------- � -- 1 6 ll A k! I i
. I : .. . . . . - - '4 - � .. \ - ", "'. '!V hi ---.--.--- _�" - __q: N l I . - . .�
..'.1 4 Q) . . " %) * - - _ .-.-. -1 I - _�
_. I .. - . . (-\J :-�-. 11 0 - . r� -1�� �� ' � � � -
. I ..' I - . '�. - l _ ---:: - __ - - "' - 1 1�14 . I - i �
. . ; .. ., I . .. . I "Y . . I I \ ! I ; . .
; . .. . . - .k .
. .. (" I � ; -1
. . . I .� . - � .. C� W, ./ \ . . ' ' ) . A. 'S ;� : . % . Z�_ - - -
11
� ; . tv Q I -�' %_ . - - I I . . I .
. . . � . i ; . .
' tyi i I
I . . P, � 11 . . I + .
I 1, f . � I . �'k ; . � +
I I I : : . I/ A I i I . . � �
. � - - 1. .--- - _��_ I _� I . .
-
. . ........ _. I � � " ,,, , 41\4 .0 - - . I ' I
+ - ' - _� .
. � - / , .
� I * I . . . . I . I/ A " 11 --T- . ____ I i - qt� i I
- � . . . . .�" . ';� Y) . . i .
. 1" I : .
.1 ; , . '� ... I . I I _x , *. \ . �-Nn I - - I i� - - � ! - ; ! I . " . . . - .
. . . '�' " � _3� * Ill �' , L . I . - � . t 4 ff4--,- .. '"lll - - , .� I I . � I . . . -
I . ti-I
-A � t,oe . . , __ Z.
�_ .1 - 7 7 1 .
" ' . . I '.�� ',� . I . . I
� . . 1, 'o' �# i 1. I . . 0= . .
. Ill I" \ . , 1. I
'
1 -.�. � 12 . . O� 'u 9 ltA � I � .
I . . . P _�' 0 *1 I'll/ \ . 4:�4 Q4 ' l 1�' I __� ! zzz�- . .
I . . . . I 6 , - - ^ �- 1% \ l V. F1 O I . ! . . �:.. QlJ * L I
I I ,J) ' I I I .
j- . . . . C�. � , I . ; I Q, AZ '- . . I
, N . . . ':�) - . I %-\. .
. �. . . :'t 1. . . . . . 0 1 . I - . .: // ., i . !) - I . . .1 4 1 I . " V� .. .�� I - , .
. 0 . . . . . I I . I �i � . - I— I . . z�l �j . '. . .
. - * : % .
V , . .
.. . I . I ,."/ . I I - I I I
I I . .. I. . . . I � l � ' \ - �% - / l - . �' x . i -
, . . -%a' I - .'; r I . ! 'J'k I . I ' - - . I
. I .. . . t__ . ..", i . 11, :4 �-v -4 _J� ' I tl�_' . . .
. . ::� I . I
I I
i . � . + 'r I U I P-1 I . .. I + ) 17 'Yao -Is-..s - � . . I L I . .:
I . � I I . . . I do') S �_ __ ' I . I 11 I
�
. I . : " �. . . . .;� I -J) � / _� ) I "I/ - -Zy'zj.t ,�; - . i I . 4,l j * '
. + I 1. 1. - I . . I . . . Oj I 1'. 4. ,) "I/ '. / /1' I I -;�, I 'IV 11 I . I - I . . . . ' 'I
. I .11 .
I . i Ill 'J/��* \ ' " 1. . :
. - - * . . .fo' 0 1 1, / ; , )�� . � .,<' 'll . %�' � I
I * . I . - / W . . .1 . TN I I I I . ! I
/ 17, " I I
. ; . . v I ' ��" / . . . I
. . I . . I . . 1. I . . . . LIA , *__1 - - ch.- . . &I I - I I i .' . " -
I. . . . . � / *0 # , - . 11r) I � . --.-- - . . __4 . �
� - - - I . . ti, 11" , F / ' / � 1 I
. I I , � I �
I .
. .. . . . ... . � . . . h, . :3 � /!/ // \ . - / I d I - I . �
., .. . l I � I
� I . . . I . . <. � � ) . "'./ 1/1 . . + I *
. . . I . '/ I/ �$_ . - I ; '. . . 4 +
.
i . ? ... . . . 0. / // - I/ I . . It - -_ ! I
. . .. . . � . � Cf . f I I l' 0 - 10 - 6 _�' j bm � 4 . . � k I -- ;.
I , w. . . . 11 "� "/ I __o // - 11 . . . I
I % , - I . . F . �r - I/ I v I a . ' * . / // " � I I 11, I . .. . .
. �. .. !. , . m . - . I / "I. . , ) . . I - � . - I i , .. . .
. . I
, . . . I 1 __4� 1 Y le �' . . . �
.': I. - � . Ai � I I / z (24, . ! 't. " I . � .
. . � I I I ,.. . . . /f .. I . . k I . . I Of N. .
.
' I ." I ::" ' .' I p %. �' . - . � . . � . C*_ I .1 --A t 141) ..1 . I �j . . l I '_� \ I . . . 1; .
.. _____ .:. . . I , '/ I Q I - . . \ . .
' . . I I "
I
-
. . . .
-
-
� . . . .
..I... . I . ' . I . . . . - - - . I I . - _J___.1 -.---I, . . 11 . r) � .-
I I I . ' - I . � _j I " . . "IX /. �
... , � y ".7 . I . . . � I 0 . u
. '
I . I I . . . 1, t u: : k ) I
."� "�� r-, -
_.__ . ..' -, , / . ". --�,*'� , . " I . . ; I . '
I . . . I
I. - _11 - �_ -_ -_
;_'. _ ___ - - _ __ . , __ I ch' olka -op, -- - , - - - . . .
,:. . �F ____1 * - - ' �� ____ '� .11 I 11_ �
,:. I I __ A_
- I .. l '� , � . , I _. _�:�__ __ 0 /' 11 . � -__1_ __ _. - I I �i N 1, -, 1� I "L_ -111 _ . --I-.---- ` - _Mftollftw4kewomg�ow ' AnI
,* .11, - - ; I � L --,,--- - 1__.4w_! 1 7---Xl . a . M. ll .-,.l __ l'. I -
1 4 i 4
_ ____ - ; . "
,1;11!�il! ill 111 _11-11- I I ; '. . *"S�l - - . . . . V' I t 74"ll"ll . .
.*NWW . -_ 'r_ . / /' ". V) 1� R: 14 _. 11
. 11 .. 11 � !, A : . � . I
� N_ 11 - I . . - T _/// I . .
.� .- . i.. .1, : . .. " i " . ". . �' .. I I . . . I
-�� ell., . I I - . . -�' I' ?. "� . .
1 7- . " �� . I I Q . I . . -
" �..�% -� .4$ . �' .. � . I I % � 4 I � . . . '�'
_.
� ....�.' .'a .' - - . . . . ..' I . I . il .
�� l , ... . . I , L, 0 1 . '."l :�' I / 11 j , I I . "
1. ' / , , 4) () -� � �i
. � . . I , \'\ .%, . �' ,\' - . . *%
I , ,. I %, I I . . I 1, \ 10 11 "I � � . . . i \ -2 ' � - N Q,' . Q, . . t
i. '�' 1.
. .
� . . SL' + I .' �' " . .1 ,,, \ _/\ � �IISN I A\ ./. - _qLr 1\ m : � . 11
. ..' _ , . + I- , 11) �j . . , .1
..t, . . 1, . .
. . I . . I / � 'k � . . 1. i
I" ' I . , I - "_� '�� � .' I . " .. " 2 � (Q C4 1 . . . .;
.... '. . - *... - - - - � . � :Z� I I I .
, .. - ' -1 � %*-V, . )r I . .
it � :41� 1'. I . ...�'. C2 � 1L 01 & �' -4 �j 11.1 ! ! . .
1: *."' . . . . � � . 0 ;.' I . .
� , I %-1 __-, 1:1 . - --- ,' -- I �- I -----
p . . 111% _ __ 0 .11 . I .. - . '� ,
4'.- '-'� - . -- , __ .. ,-./ - , Ca _�� _'.. , ---,---- - .- . --I ----+ - ------- ----- ----. �- --- - - ' .
I . .. .1 . I :-:!: . '_ 3 .. � '� _L_�) � tq � 1�
__ .. __ I .
�L_ - ---.--- - . __ -,-- 41. __ '. �. I 1 2 W It ' I ' ' M I I 1. . 1. . A
$_______ - V, I-- .- - - - ------- __ __ _- __ - - ___ __ - __ __ - _____ - - - - __ _ - -.--I--- __ ______ I—— ___ - 0 -fr ol j . IQ 11 . .. . .
. . 1._. � .11 0- ' - I - _____ ' - I 1 : * ik --1- : I . . . .' ... . ;'-1
I I . . I I . . I � 0 0. W LIJ tq T I . . I I . ...
1 1*71 ' ,*. 1: *1 I I ' - . '. . K t'_ 1. � ;Z) I .
J- - . -", I ` I � � I I Ill
. , � , . . , , -4 K - u : I I . ."
�' '. : ' � v '�_ k� I t, . I q .
.
.. . :�' . : ' 'I., - - 1. . I .. . . . %�% '�' I . 'r 4 * I ! : I I
. V, I -. " - I " 0 �_% I . i ::i � - k q , + . � . + . I
. . - -1 - l ' I . .
. . .. . . 11 I . F� �' , 0 1
. lr'..*� . . I . ':t> . -4 ��' , __ '
I
I . . . . . . "'� \D - I I , . I -
41-1:1 "L I -111
A " ' -�-' - . I . . . . . . -1 I . %, - - -, &I -A I a I - I - q +____l . � .
. . . ... I . . I .. . . . . . . __s - - -_ - . '� I '.' . 16 o , - I + I . ?
, .'. '.�' "'. . . � . . '. I I.. C% . - ' � : . . . . .
. . . I . . I . Z. - . .. - - - _____ V t . M:. I . ;
. -- - .
' I . : I . + . - __ �.' .---- - . ' - i - '; 14 1 . .
I : . ... _ t; . . . - - _ - . .:. 7 -_ �__ - - I *%. I I
. -, . . . I ... I __ ... - -::�____. I t I
.I, 17 .;:A . ' I I . _.�-.�_-- - _L=7- - � ' . I
.. I w - .. I I .. . __ , ____ - _'77:_=L.__ . 11 I.- . -_ -
I .. '.. . . � I - - . I + + _�Ir-' . _�P . - . I
. ..' I . * .1 8 . ---
� I . 'I I . . I 1, . . . . I .. .. I r- . - I � - I I
. . . I
� ; . . 4 . . I . . . . . I . ..' ��' �j J (4 1 1 . . 1. . 11� i I I . !
U�'V , -: , �..! . . I I . - . I
.
I .
�
. *1y . . , a . , � - v .' . I " I - - _ _+ I I
.I. I I � + . I . . I 1 1 - I > I � i I
,
� , . ;'. ,!. - - , ".,- ' . I . . . . I . %. i - . ,a Il I I r, I I . . . ;
, , . � i 0( . . I
. . ".W. v,l .. . �'4 ..' , � .. . . . . T . . 'kN! ; 1. �- 4"-'. . . 'fl� I __1 .. . . .. ,- .
I . ' ;" I � . . I I � .. b -1-150 \ - I I � 4..' i
� .11. " I 1, Ir " _11 .. - 4l .
i� . .. I ! . . - s .. I I . I .
� . 4 lz�_ ; , . .- 11
-'�� . : 1, . .. ' - . ... - -'� // ' I . ..
- . . . I . , . . � I I . � I L/I = 1), #,); . `5 : . j � �_ I CIO - '�'-1 I I . . 4
. I . % .' I . �
. . .
I . , ,
' l I- 1A4 "I -1 ( i , . .' I
"�. ` I . . . � - ------ 0 '�� 4z . - I I ':'�_ '_� I
.k' .. " A .. .� . . 10 1�3 " O." . . ..
� v7 . ". . I . . i <::� � � IN ,;Il "-, ." . f ) . . . 1. . . I . .
1� �'.-'� -'� - , '- , I CIO . _'� . '__'�_ ; I p
� - , -_-'.--� . .1 V) I I -1 . .
. "� ".. .�:"!'." I I . I . 1 r1_1 ! % �D '%,�_�,,-- . , . '* . . . . I
. . I
.
I
�
.
I . . � . . . I _-_j . I . , �
, .'� ... . I I �"' , D .
I . +�. . I , . . . - I z . >ll I .. . .
�.. " I . . I i I . i . .
� . ' ' " jI. ! V1 I . I ' Irl %4 . 0 .1 .""""."..'. . .
. -4 1. � '�_ . J) .. 0 .
'. , IE r� � . . , .
... !, ' . ". . I . . I . . 'Q1 . %, '�� It ___� . . . . .
li-Z j 4 1. ' . . ". I rl _!� � i % '_.�41 "." � _1Z . ..' �
I . ".....: , ... .. , - - ; . I . � - I ,_ olk -r'l'i� - " n-.) . . 0 -1 ! . . , '
I . I % "� I . I 3 . . - ti ':�" 3� i I - I I-e ' , " I . . . I . �. .' - �j
4� I" _42 " . .11 .
I '.. . !:' ... " . . . I q ! �_ ' . . . � . . I �.-.' . . `�
.' � I . - . - ,� . . . . '.'
" . I . , t ';�s I �_ l . . .
. . I Y) ' � j
I X 1%, h . .. ..1. . ': j " I .. � . . I . - .. * . .11 .
. . .1 - .1 .. ..
: I �# � . .. I . . . Ica � i . . . 1 kj�� ! ' . '. 1. -1. . ". . . ".
I .11 . . 14 Ill I .. . I . .. . ':�_ ._� ..1 . . . . . . . .
) .14 . .i . . . .. . . . �2 �� - . '�_ - .. . ' I 1, . - . I . I - . . . . I . I . . I . .
I I , . . I � . . � . I % - l 'O" .1.1 . _i��4 I I I I
- ;� , , I .. . .. I + . . 1!. " . . . . " '
� .6, . ; :1 . '. , I % �z I I . __�" . . .
i ". ' � , . I . .. . . � � : '
". ... . , � . . . : ...' .. ... . A
. I . I . I . . v . I . *
, . . . . i . - . . . .1 . . . . . . . . . I 111) . I - . . ' 4- . . . . . . I . . t . I
,
I , .' . . -': '� � I -It . . I . I I � I ' . I. . . . I . . . . I
, .� . - .4, I , _ , .
I ,IV . L i , I , . - 7 . . . . .. . % I
.. . I , .' . . . . .
. . . 4 .
I .0 .. . .. ... . �' A .1 -�_ i . : . 14 . I . . . ..
� .'. I I . :1 � . . t . - � .. I /' I �. . . , \� i I .... I I . .. , � . - I I . , V . . . . � . . . . I I A
- .. �.' .. . . \) .\) ' ' .. �. - . . . . . I I . .. -'
.
'. t� � . ' ' � - . . 0 ;
I -I' A% _�." ' . ' . . '. I I +. '-- ��� 44'..
" . I ' , ' ..� � I . I I . I . � '
__ . I k.. - I I . 1. :N"I� .1 '* ". ; - . :1 - -�.' " - - 4-. ... - . . I . I I . ... . Qi ! *41 I I . . . i , . , , .. . . . . . . I . ... .
11 .r4 .X. �'.. , ... . . I - . . . -_ (�rj '�z [ � "' IV - . I .. I . I . . . I .. . . 11 . . � .. . .. . I .. -
- - . I I I , . I. : � � .
..� I . ..."; .-I , � , . . . :J;;:�f ' I I . ..
'w '* I . 1. V..., '�' - � � , - ; - ' ' %, . 1, �'. ... L . . I I . . . I I - , .. I , , ...' I . - *'. ' . . . �..4
. � ;k'-'."f".'�-.Ilp ; ... � .. � . . - . . ...' . : I . - .- .. , . --\ I . . . . . . Izz t. . . .. : , . -.0. . . % .. . . . �� ... . : ; . . ... I I . .. . I . . . . . � . .!, - , I I - . - 'It ".
I . ",'� . 1; ;.,. 'i + . .. I :- . ..Q V " v . ;: � . . .. . .
". I . . . . . ,
.. 4 : . il., .1 - - ' I . . _. I I �". ! . � 'k . , . . . . � .; i 4, "
. . I . u . T .1 . ^ - . .
I - ��'-.� -'.-'-' N.:-.:-':'.'-'�..':'.:"'.,t _..'� ' * , , *. - '- ... . . . . . .. . � ..." . . .. . . " I. . 01% i I - -.)-. .. -"'-�!" - ... ., . 1. '. I - .. . " . . 1. . ". '.': . , ' - . . � .�k' . .
V, :' '. *- : � '. I
I . . 11 � , .. * * " * , , I '. ; .'�' . .. .. I... - . . I i ' . . '. ... . I " ... � . I . . 11 .. . .. .<� - , , -... - _ - . . . . 6 I I . . 1. I .v ' '.
. t, '_ - -'� . , � . , .. . i � I RI, . i . ,;, . . :.-'� I ... ... . . 01 ' �1* *" Ij I _: : ... .11 '
q . . . . I . . �' . il I, . , . . ' ' I 4 , j . I k " I . . I . 1. 1. ...;.. \ . .. I .� .1 ,* 1�1, �' ',.'. .'.-1 -
.' ; .:1 . .. ;. . � � . . . 1. - I " .".:. .. :�"' I '.' 4 I ' ' 1-1 . . . . I . .. .. I - -11 t ".
. . , . ... . . . I I . . ,
I . ` i':," , 1 '_'�"r �-.':'. - _ ' ". .. I . . ' * .. I . , �';_ . , ; _ . - - - . I - . , � . . , �. . � .' I . . . N .
*414� -:� . `� 4 , , '"'' . : I
.
�; . ... I
I . '� .' , . � I .
, , . # � f ...
. 1 .,4 ... " � . . �
. , , I "� , - ' - I * ' ." . ' . . .. '� . .. '�. ... I . I , I ; i-v' ;1 . . . �. . . . . 1. : � .. . �.' _\__' - - I . � . I - � 1, I �'.'..�' . . ' �"'.. l t" .
� . , - , ,,I, ':';.:,:;L._ I, � l". -, . . . Q I I - - . . . - . - .. �. , . I.. .
. % ." '�� . . . I . . � I . . I . . - . . . . I . . . . . . I . I . I
I. ! " ' J.'l 11'�.Izl 1_'..1.. " .'� � I., --k - . . - ; , . . . , . '... . . , ' . I ' * " I . . . . I . . . �' - - , - -� , - --.: I I, '. �' . t . . . . ';
'�- 'i'A"'. -�;�_.-i�.' 4 "' "'' . - ", . . I . .1 I ,. .
I '�� 1�1� . ." . �
'�'.' ' , , . i . %_ 1: ' . I - . I .: . . , . ".ll ; , I I , . - ., . .
:'v-- .6, #. '. '-i ;' ., . . 'r , - .'. . , �� t �' . . .. '. . 1. - I '� 0 f ",
. . . . . . .qj � . . . . I i:, 4 . . � �' . .. ol .
. . , .
- I : ' .. . � . _ , �' . .1 ' I!, - . - .
: .1 . . . _' k . . .
.1.1. . .
,' .'ij .. -* , � , , I ! 'e ". * - ' . ' , ' '. .. , : ... , '. . �� ... .. . . . I � . I , 1, _. -_1 . . . l
.' � I *' ' � , , 1* I � . , . . f. I . .. . -.,k * " - I I . . . � " .. :� ll
t-I :��'�"' �" ?, *4;��. "; j�. � r . .1 - . . -I#; I - . .. ' . . I . 't ; ,
, . .. i :,., " . I - - *
, . , '�T , - - - ... - . . - - ..." u I . . , 1, 11 . � __',�;' '' -, -
" . 01' ...�'." '. . I.. '%- j, - ". . I" ' . .- j �' I " 1. .. .,.. I . . . . .. . _ I .. . 1. . .' . , .1. I.; �'. " ,:" - - -� $� ��' i.,
. . - .1 .:; - , - - , . . , .1. . . .. . .1 , ' .. ': � I I . .. .. " 'l 6 . - .. - - . - � _i� . .
" ' tt�'- � ..; i+-e"' 11� - I .11 _._L_ I- . . � . . - I . .- - . . . . 1 7.. .1. � . �i �' � . A , . -.;. j� " - 1..'. , r � " " .'
" '+' ' 1 " .:,.", I .. . , . k '.. .'s . '. - ." .h. t � '. _��
:� "."�*r�" '. :'; - % ':'-'� .k..".".- " .
""! ' "�""l "-�-��"�'-.- '��'�"'�i - '. 11 . . N , - p , - * , - - - - � , .- �' . � . . . . 1. . - I - .'. I , i , " .-'_1 v , " i
.' . '' , , ..' , +' . . - , , . : , .. , , . � . 1 4 ol . I . ft. .�. - ' I ' Il .
.. . - " . ' ' � - . , R :'.. -.,., I 1, . . " , I . , ' ' * - �� �'*T' - , "ll .--
7 , � *� '�' � I .� y 1". .. . .. . . ... , ". �' . .4 " . . .. . . � .- I : I .. '.�i. � - -\ � . . , . . , . . .... - ..� � " � !s . :, .4 1, J. - . t -S
']!�v% .�vj�.,-,,,.,;K.-,�-,�t,-,!�.:�Y.-k.�(-Z,, .'..."..: ..,4,.,�l".'.��.,�"!.��,.�";"".�., - . ". _., � '. i i .' �. - - _ p : .,;;"".: ..' , . , : .. �.'.C;�. , + . . � ,A
%wx'. .q�'-"�1';�4� I --� -.;o-�,.";
?,- �i--.� - 4 - ,*,. . ... , 'l .. .' .11 , ''� . , i "..' ;"-.*h,. � . I .1 (�'�'�'��-""'�' - "" .' . - ,,, . ;
. . - t., iT! lk:.-__�. _-� i;N,1:. t".� �:-*%"'; - ��--_� - , �. I "... \ * I +" . � �� '. .) .�' : :" :
. .' , '��' - ' .. - �ll . '.� 'wt �.' , ", ;, , . '. . -
I �' vi, . I., � � , _1 I ., _4 :
, - , . - I " ('A'4 , "t'. '' . t:., *'L " J, - ' '-� . , , � , . . .. '�' . . - .. . . - �' , " .' I.- ' . . I - . . , - - , " '�- . '� : �� V ..
A � 4A � . -, . .' . . , _ , .. " - ' - , . . . ." _.' --�. ... .:: ' - . �' 1' . - ,-J1 't". . -, '.. .' .1 *. . � , . - - , -, .v -
j I , j �) ...''.1 - 4 .1, .- - . I,.,-.- _.� . . . . , . , . � ..� , . ; . I � 1, ';'� . "'.?�- e'k' .. .
'.. - - I . . .; - '10'r + -'*�' '� " , '"-t -.,'.."�� " -,!f, -..-.� .�' . , - - - . , '.' T ' I � �
- - ., . :l - I �' ., ."-i';! - " - ' : .*V: � ' . .' - .. .::' , t i Ill - � - , -;'� e . �
� . ' .' :._-�-;��," � � , " .. 4 . .. I _". I ' �'� + . �. "";. 1 -.-J, v
�j _ _
. ,
. , ' , ' - � ". - *: �' . .. , � , � 11 . . � � - - , . . .1� ,Z!N , ' ' - ' I . - 4
.j'l . f7 '7+ �'.'T.". �:;4: �. , j , .':v.l . � t. -"-:�' I . . ; : , -- * I o
_ " t') ' ,,, ......!""." -111. , ..'. I I , , . , - . -:,' I, -. 'S."" - , .:, '�l , " -' -, '' �' -.4, .�j' '!�?."!�..e , , ,
- ' - - " " -�- - - - ' 1 ": . I �' , - , � . � . I _"� �
r�� I . � ;) �'-. " - - U I - r, -*�'k � ." - t� ". . ;'�*. , '� - i .i' : r; .;
.
I 'qt� , li�i'��'.: . �� "', . � ." -, '), �t:'-'"-+��;-,:'-:v 4�' , , I
- "�A'5h , " � .r - " ,� -.i'..'.1"1'.'.i".'. , tl ". . - +111, ."�^� � I - . -" 4.'. ':'; , . , -%� I . . " . . I " , , . � -� .' . , , - . . �. , . . A � . j,�'�. -
' . . 7- � � " * ' - -, - -"��'- '
, "�.'ql .' . ' . - '( ,.", , , '- I , . '. . . , .",
� .. 'l 1 q
- - ,...' , . . . : -1. e � � " � I � " '�.'L,".'-.: - j' . . .. . " .,.,, i", i I .' .-7. '�'.V'.� 'c '. , ':�..- .1 .: -* .4. '
-1. 'fA � i, " . '. '. , 't. e , . � , . ' - !) - - . . - . ' %, ..'', 1 .4� ' ' ' . _� �X'
.1. "'. I ";)" t'�" P, , , , 11,4" ..' � � ' I .: , ". 'I " ,!.*, " , I I ' +" . , -J: . .' _.... - 1, - - - � 'I L.: _'k - . ' .' . . ., -!��:-�-Y"'A�7..�"'!!Z�-;' , ,
.
-) IV - :�4 .t'�'al.;�' �-'L' xm' -':.�4' i, , - , , " .11 � - :" , , . . .1;4 . . ". .:,. .', i :4 2vill ,
;) , , .�, � , - .,.�.._ , ,
� , � ", ( ;"P!. � . ;'), " +: " - - I ."'�-' "..' r .
' ' . " . ,
,v . 'A , � '� , -, �'. ... " .. I I I I ,-. " " � _,�' . , Ill - . 11
- . -. - - "-'-'-�i. t: k. , : . r.-, " '_' �'- ,'-'�.'� r;. - I . I ,
. __ . , 1. I .. .. I '..' 11-I.P I- . t 1. .,7' '� � . . - '� Vl"-_'� �.
;'� : � K" , . - . 1-Ill . . , � + '. i .5�1'�.'.X:� - - - �o -.4 �t' - �' ' ;� ""."� A * ' , . z . ,- ) , I I ;,.F, -v�'i�'i�l-� �..';' � .
7 ' , . I " . . 't - - ��;'- -""�-'j'.*!.; -, 4'.., '. '. , - � . � , . 1. : , " , I �. .. �' ': ;�'.' - ..� - .. . . . ;'j , . '. - . " .
- ' , , '.' , .
iL " ..' . . i!, , ;.0 - :. ' , . " ,"'. z I . .41. I . , . - .'�'- - q - - - , + - .'Z ' - . - -.� ��'�:
� . ". 1%, , ;1, �,� , . - . .' - �, 0 , . J"r.j" .7:j'� ..� - . .. .. I I 'i 4, i ."�':� . . , . .. , � .
I I.. "' '.""' % . " 11 , " * �, . 1 � I'_: , I .,;, ' .. i + I ; " __ .. l : ��- �.' -.,. , : . -, ,'.: �' � "' .,;:7 -
:� - ' ", 'e't � " ly , 141_� 'S� 11 I , �T � .. '*' "�':.:"'; '�_"71_. *�' 4 ':� , .' ' � '- _'7' ' � '7C,l ".:�:�-"-.' . I . . . . - ,:.,;,: �:"r , , . � I ; - . . . " . ' . � .. - . . .'* f. . . ..' ;` " � , ,,;A ', v`..;1' " " - .
1:: . ' � � . - . ! . , . , ' '� 5.1�111" 4 .: � ".. - il.'I. 11 I . - �'ft� .' ; '. , '�"i""*V.' -,- - �-"'. . q."' � . �' ... . �. , , ., ..' . , ..: r
. �T- , tq __�_.X�l - ....' �" �'...i'.+_ � -'l .- .. , � I . :� , . ' .. I . �z - . ; : , , , .'�' . . :.' . . � . , , . ;. , . . . , � i .
- 11 . . . IA " �.. : , , .. I.. I .1. '.' . -1 I .. 1, 't. . , , -�' - � , . .' .;. . I . . . .... T.. , � , . '. 11 . �.. . . , I ..- . ; . , . .. , :.� . . k ." *- ": -- . . 'r, � -� . r. I ,--. . i"� . . . . * . - T.- "'" .- - I _'f'-54.Wl
I .1 Ii., � � . " .:: Y'r .0 1�-ir. " -, I 1 "'4 1 - I .�.' .'.!.*i.11 .. , , If . li. , . . r . i�l "�_� r' I �� %41".'�'_'".�V't- '�.-." : � � . I . , . 4 .. I. �. :'
.
: i , '.n� . , 'Ir " � * .4 .. - - .. ; , 4�;� - . , " : .. . , , : . " " " � . ,:.4!- , I , . . , I . - . . . I ..' " �'ill .' , : 1, �. . . I , . . . I . , � � % �.' , " *.' - "";7 . �"'.'.'.'. -`� I I .
... . . w I i I . . , . � � . . '.t�"" .: -11 - I - - . .
� - - - M ___ I __ - - _____ __ - - - ", - I
, . � . . . I ' . � . - - ' .
,.I-
,
, . ". - - ' - ' , � , e . , I .' . , ' . . � . , j - j444--i , l -'-?'i :�
I .
. . - � �1� "'"J� '�' - "i 1. -' '' , .. . L' " " , . _ "� 'W "' Ill -��;,,,:',:%*"-.�:i �" i. - '�,!,,j..' ...�.'.' ' - :". " . . .1, �:. e Vj'-t..'-.' %_-, � I - . . ., . �' ':'�'. '..'JLL'�-,'�,".'t ",:!.'r,'4 ' ' , . ,. '. 34
. .o., -P _!.'-�--f' - -' , -,' � - ., ': ,:I. . . , 4 .) .. -, I '..' , ';' .'
. itK�'R'It� '�.' �C;' ';O' '4pi js'�' � �or.-;.'- "":'. i.-'- t... 4 - "'.: - ' I ..-.- , - * , . _M. , . --j': I .. '�;. .:..,.. �'.%: ." !�',� . . -, ;�' " - -, � '!,! , - .. , '_1 -4. I T
.
I �'�:- - . AT, , � "(" --X� A, , '� . �. ; i., "-.1.4- , � L. , %,
1 F" 4
I.:.�... I - � ..' I . . ' � �. . . . . , " l , '�. � . . ' A �' " V '�:' I - `
.', . .. + . '; , ,'-,' '; . � " , , " , , .-., 1";'-� .'�' , -"� , 'I', " , . � . , , ... , " - , � " - -'. "" .; - j, -�' 0, ".. .1: I
" -f- - - . " , - 11 t� - t.'.--.'i"'-".' _-"'j'_._�-1.i . . 1. ..
,
- . - .1 - ; - __ , �' I 1. � ,,, , , , , t M
. � " .. - p 's .. - . . 13_1;;A'4�fj ,_.W � , , .. '. . , . ." 4, ;. I .
".lol -..: -;r� � - " - (I'll 1- ...11 ; 9.v .
- *
. .�4 . . � '. � _'n �
. . I '. . , � " ' ��''�'1'44�1" ,;., --_-t"--' "-� , . �: 'a i . IL "I
` ��.�' '. - . - , . , '_ ; : " ... .' I.-, - - . - ' , - - � : "'! ".. ' ,.,;:. .�..:; I - . C..-:. '.. �. . ,.":. - ; . , .... , . . '+
. . "' '; ' 1 -I , "W �- V, , "�"!"'l , " ,,, .' ". , , , , . .. . � .
. . .. - x'A - 11�- -4i-loo Wo. I I - "'.Wl. '..�.Iil ��. I 1. ..' - , . .� I- I '� " I " '�:'�. :-�% ."'.. -.,. -- , '-I .",.?* :'�. - , :' . , , . . . .4 . ... , r I _ , . -_'!"";i '.�'-
".%N .4111;1�71t�,"k' X"'-"%'-oA-";" *"�`4'.-�"'..;- .. '._--, - -"Il - -1 " ,
ll .'wll '" `7 , A I �. + - i., I
, it '. , '��;:�. c , '? ;'�`� ,". � j� � - tL " ,_ +' " �
4 . t - V'j , I .1k."-- L, .-I � " . . . �"" ',,I,," ."'r T. . " - I � � "..
" I 14� ' -, l 1, !.� . 4�' , .. , ' __ , . �- .' .. t� , 4 � . , . I �
. , . . .. I .' . -"'��.'�" - , - - - . 7. '. � �ji*r.';.'." )'j �"� � ' � ", "
.'
F - ^ - ',.!��' _. '."�"'l '� I ril'- c - - .�?::;t�!.�L . . � i�!_"w ;.,. ''%,).V'i ��*' '- , �, ".'.�4 �4..'
_'. ' ,!r, , - � - * �` * - ,..A�- i"':'+ - , . , : . -11.1 N'j*s-r;�L" 0, io
� . zl �'T'L'.7"'� �_.'�tl f*..'. , , �. -" "'. '.I, :j, ' ;� 11� '. a"...'_�"I'r _t.' �
" , � . - - .. . �. - '-;c.'L.,k.'1 . �
' "; '. - - . . - 1. , . . " - . , , ' " 't�%l 'W
I il.'W'�'11111'..- - . ,. ". 1-4, I .
� I I ' AA,r, '. __ � . . .. ;.4 44
, , '. -1 .' " --.--."""q1.1j ,i::? ii:.11 - � _e ;.,.
� 1 ?A � . 't 0�_#'
- .. "�%_ L" '. P L:'. �*'*?*.'.�" " �r .'�; ".. -�::�'-.:4'.';'._";.' - !� " - . , ,,�f,"',�r,,,,, "�%: i l
- r, , , %, ^ 'j ;
- � " - '�';.'.1V, '.I,.'? - . �. ! f �' - "IlI - , � 4 �..
. o . A pf IL , p, .. , , .'A�� - ; %� � "Ftaw+ C--Z)\:-*'J' .11' ... _.�: . " 4 i ill
. A I "'. �' " V '
, ,. ' " , 1-"A"�._'.�._-epmk i -�.- -;.:. .' . , '. ., . U� 7 � I ... ' . I
�N '.ni';:l �'- �& - - A�' �11 . , � P..e t.� XMI, ". I . .1-1 .� �
TV,- r 'l - ! :.-. . ,I ."� i! "�'.'& : " .' ', ..' .a - 3'4' '�:�';�"'r'�-Oi. ! �'z - I �1 � 2, " �'�.A�� I 1-1 -11�y�,:�,�.'-"��",,-i;i'�ii!l'��-.'I ng�
". �' : -.w I - �' 12:- �;; _ . , ,
I " I . , s I - � � . . . .
, . , - I ! �' .. - '�". ..".".'N' 7�' "I", 11�1_'."' - -_4:f-- .Ad1A'___.."::-"':_ , , � ,
f ' .1 y . �: " 1; .4'. ..' ..' "' - 11 . i .;'� - - ,� ".;;,'�;' -;';�-"k� ' �'.'4. x , .." ." �. - $'R ��
::'�!�j:-� ."-��";-�'Oik"�'7'� . 'p I. ' � 1"ke�.
I I .. - .2. , _� I '��'4!!":7.k2V"?&.V io._ . _..AvVP.-.F.;0l . I C .
.: '. _ , . _ 1. A5? -9r. lu� � ".01l - - .'4. - - - , . -'A; � - , -- �� - - �9-' ill 1. ..-A-Al -_ .1, lir
, ��' . . ,If, . " ' "'Mr, . 1
.4 lliw , . . ;'�-;V"::+. � -,- ,..,..- + " Z_ - .l ;f!
� . - - - -�l ..;. - - " �' :'7". " � "' �� .
_ Ir "-'�l ''. I - 1. 7 " " 1.� I , , , " , - !'�-,�-.';_'�' ��Z."_':."J' , _j� --
T .V 4 �"I.'
' ' I - - C'4r"k' �"'� , 'q: -- .. I'll - '; . - ,.,- "',4-"-' - '� �'.�'*� - -,".%'.! .* - - ..'
� ..", 4I.,ilt 11 �� ,.. - �' I . , ...' i , � W41 .\ I � ; '� � �:".-" , - . , 'Z - �11: :' ;-�` " - � , . 4
.
� , - q, ',.,, - - .0( � )'��.�'.' , . , I i�;V t^ - - .4-�A -� , . . . e- .:'�'. �." . !t J V .� �.
.f '-. � 41 -'),'Y , � N 'q � � �'z .� �;�-" -.5 - , , 'L f - - ,.;O, � �j I
Vk&x' qm% $I!-. '. . "�,t'1�4,4 ";
I : I . ARZ.. f,4 W, Tj l '11A'A� .. Zl_ _ I '��, - - -'.. "" � , _V,'�. 1., -, .
�
.1 , I f-_`4 n' , -
. " It'.1 1�11 -_*".. ". .. - 'ri kii V'I,i.'r�-4� , - . � . , �
.1 .1 1--l-A 14 , . I � I- , "'� Y�: ,� , , -" *
� L -'* � Ji.� I .. -1, 17, ,t " '-'I�p - '.� '2 - 5�,�.'r' �.L�'*'�� ":' l Z�'
. ft� * " ; n "I r': - " t � ��' ' I- , 'Fl- :I44 'r, , t'. I . � - - . , . i - '-m�T
, , ., . � ��..
, K;1� ..' �.. .4 4, ;1 �i ..�' , fO �� t .
. . v 1� I -L , - - '-"!fiu'r2 .1 i .1 v "..'."', r �i V) ? IL . , " i '_
, .4 , .
, � 14 7a . - . fiv.)5. 4 $� " . , .:�4;��'�
-
ol ' ' gx-q;�"X' " , , j I , - , �' . '� T !." , � ��, 'I �4
, ; I - \ 'i 'M .. . �
. ".5 ..' '4. �� rK . ` �
�i ;' , - , ,
- - . I , 11�_ ��t� .. (Alif . - . '�' � 'L '� N, . ,
I . __ .-- I - - - - __ . - , ______1_._ .- -- ----. _... Z - ;-I-- - _____- - -
.
./; I - I : I . '!�t
I
I I. . . .' ,.?t,4 -, � . "
I
. , 1: .-
: ,�' . ..." 1 4 0% 1
I \-. 0 1
7 I- wg� 11 _0 I 3 -7, p q q o . .". .
. . . All � � M-A ,_
I I � l Zi U"'j .
t 1� 1,
I I
. I I .
.
I
.
. .
I - I , . \ �
I -
' � . . �
" kl. I 1A' I I
" ff % I
��
� �
- -
. - 1! 44 / . N < I
x
i � "l I I I I (L
It
I I ". .11 I . - A.,,. - --�' I I
I
li��11� 11 I I . I I . .
: � - . . . I . . I ! .;t , ,'
. " " I * . . . q . . I . / . � .1i.- .
' " - I . I I . I � . I
. . - . , . . . I L . . � I � : ' I
." � .1,11. I . I .. . . ; ' ' . . I . . '. .
. ; I I . . ) . .
I .1 I - - I.j ., :'i'.' 1* ' .1 . . + + I .. I . ... ! I .. :' -- '�' I I -, � . . . . 1. . .
.. " . - . I . \ I -. -, � - � I . .. ' - I . . . . % : � . .1 . I . . . I L - .. I 11 �
I I- " '' +1 �' ::' - . . I I �. . . I . . - � . I ,. . ", I � . .. . .. ., ; � I �.' . . . I I " ' .1 . . - . � - . I I
I . .' '. , , . I 1. . . I . , .1 - . . .. - I I . I . . . .1 Q�-:-..'�",-."� � - ,. - � ... I I . .1 I
:.. . � ------- , . , . , - . , , , �'; ;
' - - . �- ,:'. +_+", -� '.� . . I - , I I : .- . . I � �.' : 1� , :'', , - . I - . .�'!;;' .
.. I I % - . I I " * " . . � - . . I
. � - .. � I , I
.1 h�.-.� !"4"� I � � . � I � . � I .. � i.. , � 7:," �' . I . - - - - . . . � " I - '� - ' �. r' * - '� '. �
^ NTMU�' ; �� - -. � - �` i "%�' 'i ' . - I ..", -:' � - -� j'�-_:!'i�'.' - - : I , � , � I � ' . ' '' . - � � , �.� . ' '
" . , I -1 4 , - '. ," " 11�' I I .'. - " . �� � �' -. . t " �: I z '�� I
11 .1 . . � !� - " 4- - � I r. , .�.'; ' �-. ' - I '��%. " -
�!""�'-'!- ." I 11'.� � , . I ' � - - . , '' , . lt� , I '-, .�i:�' , -"::, - �.. - ;-. . I I ,. �k �'_% .7'�" , I ,,- ::!, �_ .�' ''� * '
-C��' � rp z -I . �;; _� 'lo: �'t'.�' � ; 1�1. 1�1 t.'� I.. � 1 " " . 1, -a ..'.1
- - .1 , � " I . .1, � - .1, - - �.J' _'�
. �- � - �.� , '.
: . ��; , .' .� " 4 *')^'A" "I", .: �_ . I - � ."!. " I e .
!. '' . 11-1 ' _1� - - - _�_'.� � � . , 11 'i ..", " a , � .
I . . 1 7 ,' �;.. . " ��'i . �.- * '�� *�".' - - :_'I� mne��'� �:!'" ' Y",r' -- " ' b-;, ; _]� , I', - ------ -----�' , - % : +� � - : .. I I ,� ". , i , I �' r, , " .'�' �. � ; I
. I - �"- :_ "-�!�*� .'�4 -!" - I . I - , ." I --
'', ". V'� I I �. . , �'-';."' , - .;' , -, - 11�.. _ . '-,
; I.r. * - ""' , *'. -11� I V� .. , , � _':"' � , _' -k� , - - + � r�; ,
"�'c � ' ' - . , ��'�.:'.-�
I - �"'� - '-" , . ____L ,
� _ � % `44.�'-" . L" " ' - , "" e-�- �'i��,..,6' -_'if ..' ""6 '-;�.�T-� ', ''. - - ::- I - � ."� -"� . ' �
- .� �' , , , - , � . . .� . , � - *_' . I - � - , � -'. is:�' � '
�:.-W' . ',��":". , i, - , -+, , A .. . � �,'L__'�'�,'.�]Z" - ','�.� , ,- ; - , , i�' , , �.;. ;� "'� - -
, .�4 I � ' '!4' ... L" ' "?'�O'� "
-
I I. �"l - 4�" .��' ��' � � , '. " , , �' ' 4 i ";Ia� ��;"' - - . I �.�'��-' - . ..' , , , - *' .1
_
. , � .. - �4' ;��4i� _ _ _��_�. , '/ _�_ ti � � , P" " " -, � - , - " _7'i�,,� , :�.. ,)* � ;� . : �'
. L � . L� , I piv, - ,�-' -, �"� ,� ,,, , ' p - �;�' ;!" - � t _' I . I '�'
-I., ,� "I � '� .f, . , - , , '.
� .r " * 'Y� " � �� .t � . �--��.- '�r -L
- . . ��A , P �' T. r _ '. .
. , " ; �' , . I _ . � �
. v" . _'. .::�� .' , . , !rl �'�* . - 11 _�" . __L�'
; I I ,4 L , I n'; " -� . . ." � ,"'IT, I I 1. ,. . - -
... - _lij , v'*u;t4'2N- I�`.-:f!�-'Z V*�:: " ,�I. _1� _,"
il l ,,, -4l f , 11 " - . . I
. I __ I 1. . _ , I I - � � , - I . �. � '. , I � - . i I .. I . � '' . I I I 11 - I i . . I 1. I I _. , I � . � . I 1. - I � . . - � .. I _ . - '�._ � I , k , I -n
I I � 41 - I � I � . I I I . � I IV, - ,
� 1 - . I I I I � I __ 1. t, �_ 14 - I � I , I , . I I : :� I 1. I I I I I . . I I I . � ?, I - "�
. � '� . , . . . I I �: ,� ,. , � - , . � . I I I � I , -4 z " � � , ,
I . . I I � I I i . � . I I � I ;1 , I I - � , ,
I I I � � I I . I I I I I � , : , , �.. � .. . ,. . � I . . . . I � - . � " , , . ,
. t'ERGuSON & $ONS . 135167, � I . . I .11 I . . ,�,o I � � . I � . I - '. I .1. 1, I � . .1 11 �. . I . . I '_ , 1 , �, I I I I ,� . . I - I . � . I � I I . . � � . I -_ . "r, ::.IJ 7 " I
. I I 1, I I I __ - � manummom I I : ____ I I— � - _ I- __ _ -- ---- - __ -_ � 1_ _.___ . I I . � - � 1. . �. I . I
. I I:: - � � ommmwmmmom � : - ----�----,-- 1 omg$ 1 - - ------ - � � . I I
. . I . - . . � � I I I : I ""I, I � I . . . Y - . I . . I �� __T_ \ I . I 1. .. � � __ � I
I � I I I . .. . �. . . . . y . I --- I
I I � . . . � � I � I - . I I I I I I . I I .� I I . . � �
I �t . I
.. I I 11 : 1: - . I . . � �
I I . I . I . . � . � I I I 1. . .� fl� I I F:0 CONC. MON IN C45E wil ----___1*A � ) i . .
. . I I � I . 1 � I I � � , . . i I � �
! ,� . I - I � . � ,� I . 1. � . . .1 I . I . . '. , � , � . . � DAU15--o � I I �,
. � I . � - I .1. � �� . . I I . . � I - 1. I'., I I ,01,�C � /-VNC)Y M4,Qk- I � H E HIGHWAY DEPARTMENT.
I . � .� . . `( . I . . � I I I � � 0 1 1 i !
I . - - . I I � I ,
. � I I . . . I I I t
. � I I 11 . �, I 11 . - .1 OC77 04,50 )p \ I
I I I I I . ' . I .
I I I . � I I I I � . .111, 11 " I \ � � .
I � . - 1-1 � 11 I I I � � . I I I . . � I I I �. - I N * . \ AM:
� . . I 1- . . �� I � I � I I . I I I , j �, . I .. :1
. � I - I , . I � . 1 m I .11 . .
I I � I � 11 . � I . A . I � . I
. I . I I .
. I . . . . I I � I � . I
I I
I . I �
I I I � .� I I I . I ,9AL " I
I I � I .1 I Ll __Q_UM1Pjj_QN:
� � . .
I I I 11 I I .00 Of 0 1 .
. I I . I . I . . I . I . I. I .. I I I % . . . I � I . SW*k I . 0 ; R OF THE SOUTHWEST QUARTER OF 11
. . I I ., . I . . . � � � . � . I . . lu ,tl� El- . � . __� I � . 11i
. . � l I I -, I I I I I. I � FOLLOWS: I I �
. I .1 . I" . I I \ D �
I � � I � I I � I I I I . 11 � I . I I
� . I I . , . I I . % I
I I I I I . I I . . . _.�. I I . . % \ . 0 (-P I � OF I i : �
� . I I I I I . . . I . � . I I I I . ,� -_ . I .
� I - . I . I
. - � . . I I I I I I I I .`7._1 ove (_-,LJN20 Zp,I L_ i \ I I u H ARTER; THENCE SOUTH
. . . . . I I— I I I I I � r-�o x �
. . � - / - 1� , I I I \ 1�) e- NING; THENCE CONTINUING
. � . dt+bflb"� J3L,06,r__ -rV,�,6�-[Aef-A I . It � 7;�,-711PI I c oul-I . I � I APP a:�X-riZJp6P &02fa,. I t, 4,T1 IZA, - C ;
,
I .
. . . I .. . �.11 I . � I I I I � 6 1 ___, I IN , Ir- \ \ D M H FAST 57.93
. I pa () 6�;-rAj L,5 ,oH t)LJ6 - 2- & I. . I . , I � . _�, , _Iz��l ,% .\ \ I!: H
. I . I � \
I I � � I &1�1 --el 2 ��\N T 1TED STATES HIGHWAY 99; 1 . . .
t . I I i AL H S\�J, VSH !�_;` , , \\ . \ \ 13N % \%c I
I ,_ . I I ; � '. � , I 1 P66P , I . I N I\ A.
. . I . ; � I -_ . I . \ � " cl, v � \,* I,- H V.
I I : i� ............ �,.___.._ .... � � . I 1� . \ m� "L\N . I _1 . L FEET TO THE .
I .. I I I\ ,, , \% IN, \ 0
1 1 � ...... _)� _ --------- --- - 1% O H H y
I I � I I . I ,-,- ,:� W,�N� I I ., \ NIN N, \ I l � I
! I I 11 - ____ .... I,,*"*- x --- - - - ---------------- _.� ... * ..... 1 __ ............. x , ,_ .1�20e - I Ill . I I 0-j
I 5 (� . . . ............... � ... . ................ I
� I 11 (p
/ , I - , < o z
. I / --,,, . I I RGIN ' TRUE POINT OF C)
- N', 1 120 FEET TO THE
. ------. . ......... . � - - _- ---------- , 11 � \\\ I I 1. I
- . � / :� �,�__ - �. x . 11 ...... x - __ I . - \�\ I I
� . ; I 0 ...... 1_ ..... I . - I Ill Y OF EDMONDS UNDER x
. . x _ . \ 11 , ,Z� I 11 I I
I o .1 ....... . 11 ... .............. - \ I . I 1, I w 0) -
- . - - 1 .qW ...... I ...... __.. _3 V" ".. % AUDITOR'S FILE NOS. 2381452 AND 8612180144. co
1'�� I a � . ! I .
. I - 11 - - � __ - V 1 .4. . .
10 0 10 20 30 A 0 .---,,,. . IV25 44 `26 "45 5 " I '(LE76AL ) x ----- ----- - ----------------- - .... i., \ . - , V,�, 011 w I ,,, x
ammm"ArAvaimom I.- I � � Im ............ __ . . ..... "... I L 5 25'0 44' 0 I CIO
13 11 � ummmm I - I � . - - _- - -, I . - __ .. ...... .., __ - _. ........, __ - __ .... - - .--..- - - . 0
. . u
, i r7m7m.w—Awo . ....... . . ..... ...__--. -9 11 I- 5i
� L__.-___ : I - .
11 . __ is .. i I I - - . - \ �� -,\ U H SNOHOMISH, STATE OF WASHINGTON.
. I I �) � . I I
/ I 1 125. 00 t ,33,06' (LE6AL) �,
" . � SCALE IN FEET 11. i ! I I - .1,4 1 \,,r- \'. AN, I � .
: I / t I `,3t I- I ". . I --.--I- 11 . NNN ,z-, I, - - 1\ \ 9BETIZI-Q&T,10 -, 8 I
/ . \3 I .. 1� � * \- I I.. .
. I $I I I m � I . 'l-el-11 I I - . . % I SURVEY IDENTIFI 90265 1
1 = 10 X. / . �. . . 11910,121 , , . .. / I V � m 11. 1.� \ \1 � I I � .
I ON , I I I ��_�z t I .. IN .
��
�z
I . I zj�,;;�n� I I ,
. . . �12 1 � � ,--,- --- - I ��11 1'� . . \ '. \11 I mommogm-Agg". "' �� l
,--,
,--,
,--,
I " I *' ?_ /0/-) /er I 1\� .. - � . ,�� * % 22333
1 .4- -1 1 c7ts \
I � 11 I � I . , \.. I --- -
I I . . � . I cvc 15x, ,rir� � 1H.5'r;,N,LJ- HeW 4cp%A) He,TAL, �
I . f I . . . I I , eql :-.j
1� I I / ,--A 9�p ,- b&v1L,,,,-yy I I MKI 1'5:25�r&Pit,,�, -P,ISkrir-4&, oiL. i W'A'.!5-r6 (5)IL, o.4- `NL161 H6e1f,A(_-,-9 Ho *e H6 -it,, - 400 - 5fAkl - nA - I' 20V - 6 t Y' sU`RVEYOR'S ADDRESS & COMPANY: 10 . ':
. �
I . . .
I 11, Z_ . . . . - - I � BUSH, ROED & HITCHINGS, INC. C�,
, , .7 ), I I \� I ... I
i �,2 over,AX7 7c� , — . cwlu� � PPNW, �e4L,5PE,�04ATIC)r-6- , . I \ � if %
! I * I 1��Hv� - bk, . 1 1:0 .
I � . I ..; ". . ; - - ___ — , f 0-4 P OF -1 �-V� F0 L-6 ('L FL6). ' - ,
! )"_ i . .� I I I - )J�,K� A k5, 1 1 HGTON 98102 %d ��',
I . � . I I ...__ . . � .
�
i I I 4� It& . � -, I , \ <'
. % I I
I . . . 'fz6f-lovo 6XI!5f - \/6Hf 12-16 1 e�� . / I 1.1�1 1� I .1, . - . I . . . . �. - I I '111 � .� \ \ t5XI-6r. /-\ fzo1&_c_H I . o sd- o" + wip6H . � z ��
I ?11 , -_ A I I . II 1. , I 1. (ri ;.i-
I I I � I . . . I ��:,__, * . . . I . , ll " IN "I .� " �., r"-_Ix��4-4&1 C01--i 0,&, LJ(- TO -7'- 0 " - CERTIFIED TO. 11-1 m .. :
I . - IN, I �rl'
/ I I � . _\,_ . yqro( _�,_U, I " :�,:,
. . . --\ & . " .11 I I 11 I . :
� � l��� e,�O,--o' -6?., 11jp,h,e- " " *11, COMPANY '....
I I I � / N I - / I Z-'..- , 0// ,� I � I &e_y5?e, ,-"/^) I c,/,/ ) "I I 111� . \ .,_-_1,,,iv - , I TEXACO, USA (1) o 11'. I � I
. . __,_wv""_ . , � 11 .
. * _ I � . , � .,.,.;
� ". i I IVII I ".11, - r" .
,
f .:�_, L'op ( � 11 I . ,�, I I "�'. . 0 > I.
I V_,�,&fzootioe, upq-�f I I 1, ��, \ 1\ I 0 LU
. ;, . I / , 0 . . . i4e '. 'I,
,� ii . , &I . . I . -,
I I % �1`*- H FY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICf z `-I
1 I 11 I IAPPf2oA,r_� fo , ,
I I " .. il . .. . 11 V . I
! , , . (
. .1 I � I . 17\ ADJ,1k&GHf L47r , . , C'�-�� \ TH "MINIMUM STANDARD DETAIL . ONE= I
I / _� - , . I � . : � _6 -, �, l I. n_� 1 '30 R ALTA/ACSM LAND TITLE SURVEYS, -1 D
� � \ I \1 - 11 'I., m
I / p, z � . . j /)/,- � Alaler . I 1% . - � 11 ...",_ JOINTLYLESTAB-
�
I ,..",;'w//"r,-- CO,w-i�* P.?i, \r�, V I I �� "'... ,.",f-/-v/e& \' * � � . N1 'Z \I-, , I ._ II .. P" mf D BY ALTA AND ACSM IN 1986; AND MEETS THE ACCV- 1: U) .
I �__ I -q\, \ I � 1�
I
1. I I , --y' , . I I . \1 I X-1 I I ,,,�;,-` N 'A" 4 3�, � OF A CLASS "A" SURVEY, AS DEFINED THEREIN AND U.0 .
/ V / 1, , � 1�1_. I / � . , . , I � 11 I _,)/"�c ( I
.� f\ / �3 TC),,q Y M .6 7-A it- . / � ( - . -, .__ � ., "X� . . . . . . I I 0) I . , I 11 1, \1 � , " U ., 2. 3, 5, & 9 THROUGH 12) L IT I I �
1, 1. I _', -, I
�. % - '// (b. I . � 11 -
I . / I 1 41 - /2) I ..... -- T
, � F 1\ I f . -_ . _1111,51.1.;V? .. 1 I � . 1-% ,-a � I ii,i. Z - .
. , a . N. _. , I I I I '� I
� I " . . / I I '�e � . , I I 1% -;:::�_ . < �
. I I I . �2ne-,)1 ,-�, vbzh . . (�) ,I> "I -
\9 1 1 � I I 11 I - � ��/11 , I m , 11 I 1\ � domm �
I . I I I . . .1 I . I / �� w
.
. . . . .; �, \ . BUILD'A16 '. 11 1, " � � I . I . . � I , f(JHp,Tv__c-,b,j&�-1(:;, . \ 11 / ) * w . I , � �
j I I -\. w , , ".
'I, . 0 / I - -.1 N� Q�l \ / A. lJ
� 1. Z5 e5044'00"N &L554L) ".. . to . ',�,_ - , . � I . . I 11 � � . I - . I . . I . _1i IZ1114 1 11 I � � I IN / �. f ,,,,,�, , 0..',� REGISTRATION NO._72_25 ... 53 ...... - . 3: 00 n
\, . / I I ./ >
I I . 1. . � .1 k� . ., . I I I . I . . � . ) - I - .1 I I I \ \\ ___� ..,
�, . �r A/ I � - / I : 11 I / - I I . . I , I \1 // v - - ca 0 W, .
, ly? , � I "I % 1% , _j
I � , I . I 0 , ! V , ,--- cle o , I . / . � �. ... I � X., . , .-- � , , %I \% // ED . ,-,� �\
1 A125 44 26 Z . Y, t�, 177e?e,--- . ., , � /, - , . � . I . .. - . . � I _�, . , . - I I . "\ -I- \ I% \\ /. t"it.) LAO ICATE IS BAS UP cr .. I
". . I I . I I . . -.@- , I � � % � - , % \ I , \ I ./ �, "'i." H AL SURVEY PRACTICE. WE MAKE NO L 'I j ^ 11 .
I . . .1 � � . . 0/1 I I I I . �. � � I . I t-_ * I t',� -% \" . 1. .., ., k .3 -Ij I �
30. 00 � , I u / � I . I ", 11 , . I . I I I I / Q L I
�
. I .1 I 1, .1 I / I I . - A * . I,. __1 I - I I : I . . I V-o" Fr,�oet)v?_IAH 5"t�,6o-lc_ . t-4 1?�, * 6 \ 11% I \ 1, 1.11 � . 1�11, � .., I...., I (Z) , I 5UI36TR !21_v=^ I \__ . I z � - I �
. I . 11 � . _�_ - , -r . \ \ I UT - -
,5F--7*' . " coHvg , r'A 1,!!5t I t, [�JILDIH& �1 /-.,.,Zr . . I I
� ec, /I ,� A& o FE::opl I I I '.
I I ,_c/ I , I I \ % \I '00.1 (3 '....
!F , � --- .-no;ler " 4, if") . . / '. I I 1\ ___\
. 1\ � I i � .. ..... ? . .. � � . - OL-P, � txjpc�;�_ , 11 .1 .1 OT T,ED IN THE I * I I
I YP/ CAL ) , I � . .. . . *"X- c,
, I / .. 4,81 . - , / , . , jt -r - e�PHOHP6. , I I 1�. �
41�, , '� I H��LL, H(�\A) 611,!:�rre4-i � 1?4kpp. 011-6-cl A, I I , , -:P(�AH P 0 64f� Of-
RE)54 --4,0 " T, ATED ON RECORD MA -
I p , C/ � . . `Ix. I , I I . , I 6 ," %J zl� ") I
.
( 1 � � I I __1__ I "K I P50- rL,00�_ PLP,-tq,' � Fa,ev0t,� oH 6 - � . . - . I : . % I ", �m I FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. cc uJ :.,.:
. - �\ , .", / I I 0 , I . . ... . . .................. � I I... .. *
.
I � I r . vv ot7 I - I \ --.-.--..---- .", I � I I I . I I I , I I I � ........ -I -, �......, I 1% .�� . H TION OF EXISTING UTILITIES IN AREAS CRITICALTO .. I
. _- �, _ , I . I I , .1 % I '..-Li
. 19 Y ...... 3. C) -0-- I -, r"?&o,? . . I . . i I , ! I I �.., � , I . -.-.. _�
1, I 9 _. . zhulldll,2�1 \ HE UTILITY OWNER/AGENCY. I
i_ I I " V cc L.�__ , I I / I I . � . I— . I � X11 , 1. 1. . *\ >
I I / \ i ove I . . � � I I . I i 1 . � . I " % w UN I ',I(
. . � - f o, _4 e I I . � I . I . , � - . � I � , \ " ',,\,, ... . % _... �
. . . : - I I �_ .., .. .. - � .
-
� I . :, I , , k , I . ___� T121&_2MQR1..RErEgENcE: I (3 5� -
. � � � . I . I . I : � 11, -- I- 1.% %% `1 H /� .) I
I I , \' ,,,
I \ 0. 61 C, fel7C- " . -',,, \ . I .1 .1 I . � . , I � a I �� m y - 11 1'.. .11.1 .." ,,.,.. "l� %, 1% _4z . H � '�.' �
I I . .__ : I I . I . . I . 0 � _1 i , , _fe_J(_V_ \1,b,Poo_1V0-4-f 't, � V, /�,'" .
. : . I . __@__ 2:
I � . �
.
I . 1� I � It o 3 (16hrd) . I . \1$ 11 -, . . . I � . .1 . � � : I ,-- - - Y, ( U)
, �111 I
� � I I I . I . I I . . ", .
11 I - C:1) !, �,, - . 6, i � x1cqzVrr . F1 L�_ , . I /,: "� % 1. .,
,�. - , I I I 1. N� I � . 1. I . 1. I I I . � %., DJULY =) : �
� � � � " � I . I I ,,,�,,, . I/ 1. I I I I I .... I � . I /,.,),r-,. ,\\1 I - r1r\ . 12, 1990 AT 7:30 A.M. THE EASEMENTS1 �, ., ,
, - 3,
,
. , 11�_ _F ...—. — // �,, , I\.. \ I � \ I , %_\� H HI C. I
1. . I . 6,��/ / J,y.. I
- I . I � � , � 4. . - , Q . A,�4HLJL,./-\f2- Pa,c;>58�--'_,,, I ,�y .,:�?. . I .
� i I I I I. , , � I . . '�
�
I
. � I I I 10 _�<,�"�;�� _ U 11 '.I . � I . � . I I ; . . 1\ .� IN. .\\ 1��_ , I �:�
1, . "I � I . I . 11 . � \1 ii, I 11 I in r'�'
I �--;�� *r, .�' I ( I �� 1\ ". (�) \ \\ I ___N . -
I I � I _'.. I . I . I . I . , - * , NOTE: ERTHIS DATE ARE NOT p
. I
-
I . .,., 71 1, 1. � . i . '11* *_____z_-__1 " . , \1 'c N, 'A 1\ I �. -
I � : � I ! . 1,.�, r0/ - . ,� i . . I 1. - _��_ , I I L IN, % \ SHOWN OR NOTED HEREON. -
I I . :::: I i 11 ",_," V; � I . I � . I 1 � I I . 1. ... . L \ . I �� \ .. ", 11 I'll . . 1
I � . -IS-, oile"woler I I I I I I . . 0 1 1 � I VApof& FlAt-4i rctL.0 I � 1% . � �\ �.% ,
.. \ . I . . - I . - I 1�' . I I .11 -.%.i ,�;, kj,� ZMEMENT, , I
t I I I I I.- - /,e- e lva*_ 1 . . � . 0.,-� , I %,
� I . I _`,�___11 I I I. I .1 I /. _5ef,V/cle �� , ij I / N I a-I(c I
I I 0111 ,_5e11alr1,o.;,'o, . . �� �'
I 1. \ I ,-- 01' I I . I � I � . I I I / I __.____..._... . . I I .1 � -x I I / I - ,Y- - " . ,� I I I \ I i131 I Q) RE 1
. . .. -11 (^,1ey7,-, - oo/ I I ". . . I . I : i �, .�_ -. .- � _� I � , I . I .,� . Il ',,- , (,�, . . x
.1 I �1, < X/ I I :1 : .i I I f ..... � . :,�_ , - I � /. ' I .�'11 `5 _ I 1,,,� - k I. I ,l , �
I . . 1� I . I I ___..... F� a .- !, : (" -y� �ttj��\A� �_-� -, (,�-(�_, 0� 3o - :4 --,4, 000 &p�l,)-rma, 1 1 t-j - � , . 1:�:t .I., c_-
................ � I L-,..j . I �� i , Z_ , 1, -�__ %., -i�-
I . : I \ . � ,,, �� "' I .
: . r � .1 I I 11 FOR: .
-_
I � . i -1) . . I 0] F ........ ** I , I -, I,- 1� _ ( ��) H 0,0 , I 00cy -�; e I ) t-i r 0 I z coo &-,p,u , �oj A.l J _ I., . " 1% , Nq 1 1. __% I 1�
I I � ,A _ aLc� � '. ___\
: .r I I , f r i , ja,� ; . 11
''I . . � . : t I , b/. , �cl ,,,__---Aw_ . . 1: - I . 1, * �11 .......... . _ ..... * ... .. .... (a - , , �,� 01 ��, \ ! . I
"I
, , , , z
.......... I ....... . _1 -I �J' - , - I
: -_1 it i 1_�
� I.r\
r -
,�� 1 -5f -�NHHCH-r, _ __ - . . � , -r�� -,, -, ,� lz� ',.,4-
1 � � (
I . 1.1�� , - " 1- I H #,NLL, He W E5rO,V0 COH1 ____J ( i i , . -1 I - I �
,
. . , - I l . %
, . , . --------------- I ............... ____9 -, . - \ THAT PORTION OF "'HE NORTHWEST QUARTER OF THE
� ( ,�, I � ... . ........ I ................. ...... � ............ �_ ..... ils ............ � . , I 1,
�, � ,H " - - - f--, & - -f'P, t� 4 --, (,-r '4',o - t-I!r-J, - 5LJE-I. P � V1, 'j\
I I I ".0 R $1, , I ,_ ..... � ....... __Z.__.___ ... � ... ......... � ..... __.... � ... I - � ...... o ...... _� ... I � 20VI �
3 0, ! _): Af '5>0:5�rj H67. P16PSH_Se:��, ' . . I - I I .. -� r, . .1 I I I 1.�
. . : , ooyll:�,!� . IN. * . . I ''I 7 [)(�U TAt-44,51 0 11" , I t��, , ,--� % -cz-- � I I
; *: , \NI, 1 ,
. ,�_ I I .. � Il i 6 � —_ - I . I L-IH15 ��JvOt�I5H LJHLc,6, Lf-- \IIJALJ- \
� I i d/ \ � . I I � \�_ 1 3u ,-/,.�,7 Y., 'I �!-_,, ---/"? , `1___1' i::?. - 1, \ ��, - ,, % Z� ." -'s- . NORTH, RANGE 4 EAST, W.M. , 114 S1,10HOMISH COUN'ry, 1�b
� , , i�,&, Pe,:�>PLJ,:�_J- uHe.5 rfzot-1 . TO pl.5f"V�5 - : 4%_�, 4104% . I P= ROOM
, I I . I .., :
, �� .1 c� : I I � f6 _�,� >11 Z, I- /1` /, , ��:4�- , - : /4 � " I'A_ , . 'K� . - I I
11 . I ! '� I I 1 ,_--,oa.i�kfo'l -, � ,�7"Z,� � U I WASHINGTON, DESCRIBE[) AS FOLLOWS:
_` I I . � . � // . - , 1� /r/ ,> I
� �'., / " ........ ... . . i .. . I I . I . � i
. . I - 11 :
I � , � 0 , 1� I _ I . "?,// /,�vv& � . . � . All , , I . % '� .. : I �� i ! , F) . � �
,
I
I I . I - - %,, .. \1 � .�� '%.�� a T T : I ! ;� ��,
I : . I ; - I I . :\ 1. . : I
.. . I - I i : .� - . w� ." lz� . 11 : �
� . . . . UTE 99 'WITH THE SOUTH MARGIN OF i : : :cu I
.
. � ! : , 4 _��\ ; : : �
� I ; I % _ I .
.1 : Q) a . . . I I i co �""rro/�- : I . I qHL � L�T \ N 1, . � 4 __,� , ,
!. . `_,_-..._ X. � - " I. : , : : I -
� - � . I ... �._, �',71, - , . I Li�4LO, JPP-J,f�4 ut-4r- Fov- rLilrLize J" F�uvjc v �, .�_, . �
: 01- I . , I �\ I � i I . � I : I - -, I fifZ0H 1'1-" HAH�-JoL_e A_PjNe-15�4f :�-,OLJ-rd Pi�)p 6o?_ I __ _," kp COMMENCING' AT THE INTERSECTION `�
: . 1 :4 -
I .11 ; � I � : .
-, I I TH H : . . :.-
I ! . 2�," J (�?, - Folz - � . I *�% . I - I � OH-6k,(-H 1!5L_AHQ -rO PLJ�-JF BC)X t-4 IC,>, 000 &AL- - ; � . : -
- I .. a -� I H- _,T'ALI�_ �OH,pj I I . i I I % l I
Q) , I .1 I I -1; . : �
I
�
__ I � , " - ,
I � ,_,� � � . �
. ',�� � I . - 0/*-,-1_t_ * I " I.. ... rH- ;.�4
' �) 6, - . I I , . `Z�. I � I 1,
r Z,: ,:!� :
4 1 . I � ! � I . - HC --A L ,�, H "L I H MARGIN OF 220TH STREET SOU, :
I . I ..
", \ 4 2' Ll & - C0r-VLJ rO e PH . I : �
- �z I Fl::wcc�- __ � I I . f;0'1HjL \.AJ/0 PJ�-Jp ) -V\J '�,-` ,-,C- I ' I e- . .
V-) p � rf " I 1, I . I Iq c I q % I I T; THENCE SOUTH 200815311 WEST I :
. *-,- % . ; , ;
� ! I I I - I . I . , \1 I t % . . Id I
� � , i I I
I ic I c) \ � I . , - n.-, �( -6 \lAfolz t� e, � He IH&L " /1�11 " : .
i ` i . I - ,1;1 : ! a4
- . " . - ri e�� .,LA,,� - u 'vj .t� VJ1N,u_ -- I ., � � , N'� . i . i i
. 4 : .
. ; : ; :
- I / : 0/?o y , ---- I . I I I ' . I I- ,�. HAVING A RADIUS OF 13-00 FEET THE RADIUS POINT OF ? : ;
. : - (f- g P, I � . . : : . i
I . :
I � . 11 I : * U)
I I ..... c "-?:2" 'eall, . . : oyteo'lle c� I ... , -.1 I I f`1 136k,/,L,P,!!-�6i `46H'r UI--qe,�, 3 � A H15 rt�_? , r , _ �_ h; '' � I 1.
. C7 . .. 17 , H H 2-08"53" W�ST;'IIIHENCF EASTERLY � ;
...." -..,\ 1 : q
- I
I 4'.., . : . ..�, ,,,�Z,c// 'o-4..'-z�o 1 1 1 � - " - , - 1. I I . : . I . �
I.. � I ,
-
I I 1 �31 - ` _ e e ,,q451_-,,,�A','174 I -ad I . I - : .. I � . - @ 1� I , 14 eu��_ :- ic,/N,�nc)*5, . ., . NG A CENTRAL : : ! -_ " w
. � . 4 . 'Z, ___-�_ I : . ..-. c
q, I c-) . ..... -.5 . 0 \
,� ,� '4�V6,011) � .. rel, F` \
� I I I 1�y I ; I . I ; . .
I - I . � . I .,., - I I I I I I I ,- . -0 / � \ . % : ; I �1 -
, . I � ! - I \ 11 . 06 : p ,"�_l I I .
. I c . V) . I I Hi5rAGL_ 5 Y'5f,5�-j -204::10 rk6c I A CH'Q4&r! H& I r-1 1___4 ............................ __ ........ _ ....................... .. . - , : . I., I �. I I ,-- - . I �/ , . . ANGLE OF 114050130" FOR A14 ARC DISTANCE OF 26.' . � : . to, .
I I I : I .� yq, ", // \ . I : 1; : . : Z. '_
. � ........... .1 I . I J1 . _ I FEET- ; , -11 : i
i : : f ....... ) � , "41, -, " 1, :. FEET;,THENCE SOUTH 63*0015011 EAST FOR 3.50 ' 0 : � : : i
. . r--. : � I % _. I I .
� : � : : , � /) t . 1k , I I I o : . : .
� ,�, . V) , i ... I - , . � . .
I : !
,� I I CAHCP-� ft;� F,L�y I !t . ! 0; : I , f � �_"-� t, I G t-� -- .1 ��i I I / `\ ., THENCE SOUTH 260591101, WEST FOR 26.10 FEET 110 THE i : �
�.. : ,� , i It ATlOH15 W2)-tj';b,Z L,C>&o,5 . . : : - ! I I 1� , �111 .. I !, 1
. : t, " I ; : i ! . . I ! / N\ .., : . : .z
, - , � � -) � I L__.,_.___ i I . t I . OF A CURVE THE RADIOS POINI OF WHICH � i ! � ;
�eFlcxje & Jw (Z& I � I , 16AACO" &9#fH1ct-,. - I I I �i , I : I :�, I I . / \ / BEGINNING ' � i I < - . I
I :! 11 .. . . I .... . ........................ j ........................... . d ) . I N I 1. :
. -1 .. .............. ....j I : _� 0
� . 11 11 \ . : .1 i , ;;,
. ! � -� , -Z�*, `,� \ NH 5'25" WEST A'DISTANCE OF 29*00 ; : . .
I I . I � : . 11 � 7 , /I I 11 .�. ! ; : I .
. a
'b I I., I . : � ; , * " * , . I \ \ : ! : I .
I , . . p\p p 51xf1Zjp6p (�\j Zb i , I I i I 0 ,�---- - ..
, , . : 1. I I '� T THERLY AND WESTERLY ALONG THE ARC I :
� � � � . ; : I I � _ I- _Ic-c� I I I : : : I .i .
. I . 1, % I .
� . i � . - I : I'll. `?��,,-�ao .", ; '/ . . --�,�7"",<:. `\ I . _* 1" . : . . : "
I 1. , . -- I I I . . :
. :1 . I I - �. ; I., - 'i � - � L : : I
1 � , . I I , w . , , , � /e.,> e- o/vIc. C %el-_2 ... � I � OF SAID CURVE THROUGH A CENTRAL ANGLE OF 59D41'�Olv : : : m '1� __ I
,�,� � : e.1.11&" ,,,��2-;,c".' ,5 , <1.,�,C�I'Inlll.l - �__ - � , "", 1< zto 0 x . i � : , .
, *
: % , - '�_� � � ; � m ..
�,
__ � � 1\�� ., /. � , 'I, ' �
I i , ,
: I I �, . ,_j
1 . I
I Pg&e"6 � R,P,H�-�5L i, I - 1. , . I � , ;
-1 , . ,4� - I I w .,f , , FOR AN ARC DISTANCE OF 30.21 � .
- , /0-, 0 . . I I ; � I . � I ... FEET TO THE POINT OF . . !
'OP6 __u_ i y u 6tw, I 0 ." . . _. ye.,Ze-0 I �L , I 1_�, ca�lc . i I . - I I / IN 11 BEGINNING; THENCE NORTH 6602511111 EAST FOR 5.00 : I ; I : �_ w-ili
i . I I
I Ili I :,, -- `44' 00" E -(Ur34L) : . t I __ \ , . I : . :
'* -- / i � _ I q : : :
1-. ,,, i . � I I . I . I
. ,;,k,,, /V C5 �� I � I I 1, 200261,1311 WEST .
112 \ FEET; THENCE NORTH : : . i 0 i
. k FALI IN wv, - ), k I , , 50' ......... I ... _1 Ili I -, . _ 41 I . . . Is : : I . ; IA.
I %J . 41. - I I I .-: . . .1 � I I I . : . : :
I I . � 1�: I I � �/" , : , !!,j bo /", .1 . ! --t---!- e�,, I � .�. I., I 11 " H 25'11" WES"' FOR 5.00 FEET TO THE I . .
,A . i I , � I ! z .
''I / i : I - - I . .1 H. cl, - // , % . 1, i : . :
. I . I . i i ; ; 0
. i . :
. I I I .. .." 1. I . � - "/'�'/y -- , , I . I I \1 ; \ . , G RVE THE `RADTUS POINT OF WHICH ! i : - i
I .�i.,,�l " .1. I , I . !
I . - . . . I / I . I . ..... I I : ," e ', / �*% , I 1, l, . I : ; i 0 11" � �
. I I I . . . ............... ___ ............... ___ ; i. ) 1�� . . 1. I '18" WEST A DISTANCE OF 29.00 :
I I I I I �� Hc�j �P�161(1 POL15 .... I . ...... - _--a'-� .... 7-1 ... : "' W - , 4>2. (o3 : &,.,;",; " . % ..... _.
. � � �, I . ," , 0 -t- 1[ ..)
..._..jt___ `4,1 " S 25' 44 29' `77�� .
. ..... . ..... ..... .. I . . I I �- � I - . ", ..... �
-_ I - 1 -..----7 .............. . . .... � ....... ... ...... � ...... (7 ... , - ___.. , . I I � --- I I . . / - - - . . - . "..`,` . , I.., \ ..-�- 0 vnn�eo6l 1�h' � \ - .
I I - /.. -T ...... 11 � .1 .1 % ..,.:,\ . . .� 0 LLJ
. I I . . *=_ ; : .
_1 . � I � . I I I ...... _ . .... ..... � , � ; � ) � : : : I
, , ----- ? .
, /I
� I .;I- . .,-' . � . t =_�===_ :::::� _=� . ...... I ..... . �11___ ......... ... -1 . . ........... _.- _�- ; ........ � ........ � . ............... ./ ...... ......... :
� / _" : L I , � I � � : : t i ; : :
I .......... . . ...... ....... z , �r "I7 ... .... ; .... , �:) f-1 c- , 61DES6��L,9_ L. ,_-71 6��25 , V167. .. .. i ILI��VN ", -1 " - � -4 " v . I. 1, ". 1. CURVE THROUG-1 A CENTRAL ANG 1 . ; : . . 0: Lu
_ . . i I i : a,
� .... . ................... , . . .... I . ............. . . . ........ . ......... . . **E OF' : � � ! ;
. _c �A - - -. ____ ................. � ........... _111 .1 ......... __ .... ....... 1 ......... -1 ..................... _ . . ............ ___--� ...... ... __1 .............. :
- ..
I I I'/ 7'_-_ � eto .... i:::�� !�2 1 1 � *__7e,;;:7 I ........ 1� .:..*- , 6 .. ........... __...... � I I FOR AN ARC DisTANC 3.00 FEET TO THE POINT OF � .
- I �1-1111�e � 10 11-6 .. .� . ........... �H .. ..... .... I I I I ___.. � : ... * --- - - (:� -, 5a/_7 ,,", - , .2 1 1. � . . ,�� '.* . '. I. 1, ! . � I
. . .
I I --*---.. - '50/71/0,y -_,5�eklle� ` ..... 11 - I _,__� 1. I EING I i 1 rr.. ,
I 4 , Iz - __ 5 " CV77r" I � . . - . ".1 . ., I ... < 1
0.cqj�- ; "./ ............... . . . ............... - �._. . . . ......... � ..... - ____ ___ t, ___.... ---v — - --------------- - - - - - ------ ---- - --------- - - - - ----- I ...... ........... ..... L Ii . 11 , - .. .. I ;,I .. I I . I ..... ...... + .. .. ....
�_ I _ . . .
� I � I . I . ---w . . . . . i t � I I a ��,,,
17.5 - I . I . ..... .. ___._� _,�_ - 1. : : :
� . I �L 11 I �� '. . ��:�::�_`,��,___ ___ . . ............... —, -.w ................ � .. . .................. __ ............. .... __ ......... . ........ . . 1,cd - 1
6�1 � I . � . . ,,, . I ,, � I L&_1 . ... .... .... ___ - . .
I -IA_ 6\A)L6o_Ha_L . , � ---* _ ..... >�,
)01701' � I � � .... -,
./ I ll I . I I � 1 I _--m-N.- I al . I . .��,,��- � NOTE., HE EXISTING, SIGN, THIS i ; ;, /'
*." 11 I ... - i , - I , - � - N � , " 1 1 i .
I I W� , I .... . .......... 0� ........ � ... .... I I I _� . ".911 I I. ._--_1=__-:=__.*�:,_:: '. , I _ ... � . : : I :
__ . ... -_ - I L % .. I ". -.,., , EASEMENT SHALL TERMINATE. - I I . .
I =
. � � . I _kt6 , %_ �A/r _rllt� " � 1. \ �.500 �
. . ; I \ I , . .1 � � I � c 4�,Vcl 4-- �.- � , � -1 --- j i I a).
� j \ . ........................... .. . ...... . kv: .... � ........ _ . . . . ......................... ..... � . S �". , ��_,__ .1. � A- � %� .1, 5ewer 'm ki. - $ .
. __..... _ ........ : .................... .. . " , - I � % . 1* . I
I I I I . I .... :%z 1: ....... ;.�'.7 ....... � ... � ..... . . . ................ .'._ . . . .. . ............................. ___1 ___ .................... � ... _,_ _..... kv .................. � ....... . , k'. . (126". ".&co I
I . � I__ Atrlr - I I I I . I . � I ...... ..... � ... � .. . . . . .......................... __ . I'— " , , , " , " "' 1 "Ill * I 1-11 I'll- * I*,-- ---*I- I -*--------I ...... _1 ................. - 1) I I 1\
",6?"- l / � "IV . .. . . . . . ............... ...... -5, , "'N��` �,*�:.,.,"o ... C"'-
-
"i . ............... I__ . � ........................... .. I. , I I ( � . - ....... . ef�_
� � ....... � ......... 1 .... � . .. . .. ........... ................. .... -.1.... . ......... pv ...... . ... - - -------------------- ---- ----- __ _ �% ............................... . __......_ �Aq*7
"
I , ,_� -_ v \___ ,30/2/1 / I _', . , I .......... .......... . __ � ... � ....................... . . ............ ........ .. ... . . - - 117 - 0
. � If . � 0 5epver 111A. � �4, , . I . I � 1. � .1 - - - -/ ac, 11 � I � I . > I
.,V�
. . '. I � I c o'?"h ��.!f, v .-,/ I ;1 ,� I... _� \ It ) 11 , . - - w
� �
- . �_, I I . � " 54-er ,/�� -- . - _. kvaz�,n -.---.-, \ ..- I <
. I . 1 ///y'47)/1�(91 1. . / � �___ I
� . � _+1 ; ,�)C) I to � I I I . . I . I I I 1. '_ , I ,. .�_ � �,
.-I., � ,Z I -0 . I I .11 � 1 66-o" 1 . I i��b I- .0 of � I - -- 11 I. lv,�Flj,e _. Pt-W-770PV OEEDOD TD 7-A4E 0-TY OF iffWt)�Ja5 I �. . . > - 0) ,�:
, ) I 7F -_ . � -_ � .. _ 11 '? 6,- o " . I I . .
�- I -.rl -1 I f - I I . *1 � 1� . I —1 11 I -----A . - --------/ 11 � PEP Af N06, e361450 160144 1 . m �
I __ - _ — ------- __ _ ---- -- _ � - ___ . f . . I p � _� 0612 1
1
� _. _____7 ` , , __ � � . I � D I
I I -,
, � � - 0-51�6� . 1
4.,; i4.:'-- . HevJ +�2pvJ H
*
, I
. ", .T1 L . �-j ; � .1 ';_O�-;`4� Ly_�_ ` -7 . . �1_ � I L't;il Hl��of,A,� I - I >_ -
. Sw -1
I ;
. . . MT,i , ST �EL_L��.: .......... ;T.NN _'_ � � � I 0) 0). �_
I .. t, I _. ... ................ 1. I <
... I . � - �
111111:,,�717 i .'.'4ti� ?:; : i . .. .S.'j, ; I 11 .1 I H F, VJ - J V�3 t, 6:71 � I � .
. ,
I . i . . �! */11,; �- I � � 3 ? ,�;;,- 1, r-tV6L_ 3:r H 1,�; -,,,')-, -Acc> - 5 �1 - 0 - I,n o - E3L r4_- pe-f- u&4� I I I
Z1111U__ - liw,wx � 11 : . I . --' ,- I ? , 14-
- . < : !�: I , ?,: ! I I � . / , . - .
. , I
�.- - M:7,, �:,'04,1,01J,Vr� i.� . ' ' N i;w �,. v i i...5.11�� ....... ... i., . � .�_ 4 , - . � I- , / -
- ; ... ,V��, ! �A�?N,i5l 1/' � I . <
I �
1 M.".L. S, - , � � �,' > cmao� i . I I �� _... y 0 swwj 1. . , ,--- ; I I I I "I . OH Hev-j IG' -"U� Hc>Pe�- �P4 15-5cricv-1ca- , � w V) >- z �
� ll " -, i _ 'A. .. .. I.- -.--,,, I . , I ; I . I , -PC ,� '5
, ri�L.s . W. I I _- . I I I t I 1. _k -If.---- ��, " I
, I . � I " . , I \
. , . _.... NW.T.4 , , 1,c�.: : � .1 - � I 11 � I , bL_r_ - H \ � . 1-1 i 19=W114%, b < =i_ -
�A` ,� . -f , a ;,! X. .1- / .;;,,. I - 0.
I I 1� _ ! " - --k,je . �
ir- .1i ...... .4_� i ,,. . � . . . . , , I I . � I I
I �" 1. ,,1 � : :7;�-_(�'Fi),AR I 11 I I I I ____ .
I ,-.7, 1. -4 . , , .j
� I \ : i 0 it, Z �:: 41 ,>' I . � -.""C' . I . I . Z 3t 0 .
': " I % v/ I I . .
. �, 1 < 1 " �..: � I . . � . ii,._ ..) ,
1 .4 1 6 ift cyw a -x i.1 > w � , -, -- ,,�IALLEY I I . z S , � . I I I . . � I I .
I I 1. i. , . .. . 11 � � I I
. . HS a I 1xj L_ I I I - � I I k *-- . �
!'-�.:_. i 1;�j . 211&_1,.11- I 1.! ;Fv" ,� . I -it _', 4%
>: I
� G(5H e , AL_ H 0 0 I
I
I Ili ZXTH- - I 1. ... I.. .. Z6; 11 T , , I 11 ii X _�,_ � . - I Q) I � .. I ( . ,�5 1 ti, __ I I I I
. . ..... z . - 4 q . .
it , � - 1. I 1
. t. i ! � , . I I ,�--�LL t-� � 651 I 9 - kfL t 1 4 L--) I 11 I . I .
. - > _ I -> ,e I , tz-,, . . � . I I . I un :c
I , , -, 5; i ! ;-.! I I /` - �- I . . -
- > I I * I- 6�20VZA�-T " 1'�"� - I I-4
:.Ii_T..+�::�� -, �� '" . m *
� � �11 1< '. � 1L. � _�,o \4) . v,j S" J, � I
.21 !`41 _U . � I
. -,:t ; 210TH Ai+�!�� 1 , , � -p _-�t ea\j I C-65 Pour-, , I I \ . I � . I 1.
>1 ! 1: �.. m i , " Z(; �4vl . I -reAx-rHa-qe, -:t)60_\11�,_e coHpLjrp5 pizom 0!�IL.01 1, I I
i -
. * - _1�. �,�', I I 11 � , , . I . I I , WMK* W . I
, . o , 1_ -
P' , 'it' sit-, ,,,, .... : . .!..' -,; �`!! - T'. S, 1. - . . . .- .
� 5: 1
I-., I IF. i'�K',m
F, I I .. ! .4 .,i � _ 0
1, I NS 1, I ! - z 1-7-sw". Z 0 S;. . zj,.� _� ,-I V . I I I I , � � ., . � I - a --I--.. ow"N"w �
I -1 __i�,� - - � -1 .
x - .1q, I -.-i 7-, ,. ., '' . _Tf�,�___ I" � . 2, V_adt)E�, 6,Xi" '(z,, ' Z it>e7f2Qie_.r,, �_ - (n I
/ ,` __ I � , ", I I I .1 Z71 I r , tA)p< 16 � � � I I z u owL 2 _. .
! <0 21 L * r.! ",m' . . I I . I ...�� I � . I . . Is - -
.1 -" : ,4-- " i, � -, � .--,� . �:\.�W. I -, I . I I I * i - I I � � I
,_ , , , _ � I . � � . \ I
i '*' - , . ;;.; ,4 _1 :: I I I I
- k . I A � .- .� � . I
%voNvis ..'P, __ - : !!":14 " 1. . I I � 11 , . . .
. �2 : �,,,�r-,,r ,,,, ,,,, ., �, . - . I . - . <
. , "I � : : '� : , , , -- �� n .. 1. . . � I . I I- - I -_ - --,-,- �, I � I 11-1
H.", �;. :, . ., ___jzw�' l � !'% - �,-,. ,; , ,� ; e"'_. . I I 11 , I I - - 11 I ii,.. � 0 1
. , �� , � I I � , -,-- I I A = 500,)3,36" I
. , 1. .� V. _..,.._�!,�. �, ;�: It.. - - - � . - I - .j .
I , . -
� 7- s...AQ 'y Z X I ... rL�_"J�i_`f�'111!�i 1� !.�-i',, ,� � -, ., � I I i : I - / \ X -
. V_I,, x __/ I � I.; q . � . I . - - I : z ! I I r % * .
L .. _ SETIVVYS I , j.-t :.�.:..1.1N.i. ,'1;Tt,X, I I : I . I 11 I I . I i \ � i 1%wo, �:: 0 .
�
, .. .. ;-. . . I", 11._ -�, I . � - ___ I--,- - . . I , I
, _', 4. . I 1. i
.. . ... �-;C-- . , h,iA �
..�� . : j ; � � !,j,�:t" � I . , . - ... _'. I
. . I i � ,_ . I I , P :i 25. 00 I \1
I .i, T MEA4 N�ISP ; - V-&.- - � .-
. 1! li, ": . .1'... 1. . _ � ; __ .11, .
� .� . _ 11 IN - .- 11 1, w
. 3 , "". - -;; � I . - * <
. �� . , -1. " -11 ,� _. . 11
. _` . � Zi1_T4,v I cp r"'._: _` :`!� , _. i - , � , \ .� 11 I I
- . Z�V�1!1� � , !,i�, 2'. . ) _. I � . I
I
� t - .. .. 1�4 L:t �� v Izz . .2.�H.11� . I _,, � . 1`. I N\ . " .
.. I
,�.. < ,,: � �: ... - I � I . . L -- Z5. 76' \& I I I I
FT- :,: .
ST-;--- . -4-, - I I I I I . -) . �.
I I 0 220".1, .-o ! , - -1 - � I 11
I . I 2L4 . E E K-3 H rs . 1 , ,� > I 1,1*1 . I 2 ""'> z
� # - E I � , 1 , ...
I ' ' 220 H lv .. i
il. H: ST SW ". I Sw: (n cf)
t WT w . � I .
. ,
___ I \
. , : . ". � I � -
, .! t.j . . , :1�1 . .. I � I I I I I
.,�:�. j -, ., - , 11 - .
� .�.. �., � . ll / .
1. , c� * � "'. . .
. p '. a - ".� *--.-- *, I . ob
/ �_, "m `1�-.-I;', . - \ .
.. P?21r,All� 1 6.1 U%5. H16 H WA Y 9q . — (6 X 0
1 -, 'y , _ ";,el,'.:%� � --.-- __ / 0 0:
Y'w lt',`!.;�, '. , > Ji—I -I k",:-..,;. ." .1 _11�-...;L� _ . ..... \
_1 "�i.,- — � -,I— , .
- , - : 1,'�. �'. __... -.----.- — I —
r,�:,. u-. -1 S� �� J,,S'� , .0_.! U% - �; 11 . — , - - ---- � i.- - -------- I I .
- , i[3 - - - 1 - �!� I, -i, .--,; A > j i ...., l,-, r,�yll;:��, t I . , . . I �, � I I — I . I
� ip, ! : � , 1�4`4;-� , —, ,_ - —
-
I'll. ll � � - �� -P, 1w .. I . I I
, - �f'r ,I , Z��,z,.� ;,i " 11 -, �;J�, IT— I I I � , 4 -1. (L
.;1�7�
1 , 7247r .1�1.j .. ... :L�p&.? .. �L�i.. _ I - - .
� �,' ""',ir., , � � . ;; �: �10 I i IN. . . , \ < w 0 (1)
, 2"IH 0, t ... �x . , - .nijn '. I I . I - ___ . .
. - -7; ---- .--.. , S -,i,?k �!111T ,,, - : -1 i� � I I
t-j:(- ", _
.1 X I I I �,� .. . �. r --.;,. :'1i I I I/ % 0 . I
, �. -�, I - _", ., ill! .... � 1 . .,� . I I
� , , . ..., .-,;Z§TH ST -Wl`�, *oq --w- 1, , - -_ - I I I I I . %_i. F,a
, , I.. . jx, ; .i,r . I I . 1, . NIN (
k C.1-1 'It' ��mqv , - :�t "", -, I . I I � . � I .
� , .1 I .w .- . - , . I I I , - 24 0 5,3',5) " � : ,I;- � . .61Z .
N .;4141_1 . L �- 0
I'll IF: - 71�4,\ " 1, " I �
M 1 -T1 -.,,A 1. - ; I - In, . I I I . I I I . I I . \ ; I
A I;r ,� I Z t�_Z< " � 1. .11 � - , -I'll I I 1 4� . . , / . . I
� -
_11 x 2'� � 1, _ir� �.l . . .w � I I . �. . . . �,� , \4E I . I I " . I I
. I . -, .1 .c . -1, K . 00
.
I — Zp .1 . t� �� : f--. : �',_ . . I � I -_ , L //_ I I � \ < '. I
?Z I _ ::::�::::::::!�:::::::::::::::::::-=:=Zz��:=.;=!:::;:::::::::::::::t:::::::::::::::;:::::���--= �- =-_;=-_-u::::;:_- � p Z 29� 00 I �__11 , . I . le_ 1cm :E I I-
I C,vi - . �Az-if!g:A . I . . I IN
� .el I � r- 1-�91 * 8 -1 Ill . "I I I
� ___
. ill_x, �-k 1�- , -', � -_:;::= 6E4R)NO !
Sw ,T . W"!X - 2N.T�.N J;,:7j;��.' .. .1. ....., 11 I . � I I . . . . ..
> I ',�,: I � . k 2 \ k 0
, t*' _j�. --tl . ,-� I <� I------. �� ',�_, :.'�.A. I I I .. � I . I I , . I . - . .
A. * , , . , "" ......... i.l. ,� I.. . . I . , , I / 3 51047'24" N , 3.00, f L - 1E ty � I % C\J,o
I - " , ,�. k " W" I �
"
.
- V I I ; It— , _.L, _� l, ,; �- I -� , ,��_��X . :.1 I
I I' > __ - . !, I—_ , 1j. . 11 - t � . _j
1. f! " : '. � -_ . - .
q: " �\ �.. N " ,; , ''' ,,i I ; . , . � . . ! , 1, .6 )i o , I 0 �
I 5 '.. I _"I", 0.:N,�,.,. 'XI � 'i . `I . . I .1. - $111 -
I r I . , ... _41.14 1�� I " "; . ... . I i \ v
� ; *. Ill!"111 . . N_� �
. - �.� 1� . ..ov,,�; r-- ,i � I � I I .�: . I \ \
I I 3� i '� I �_. it, , . . E 3.70, � � I I � _w
__", - , .1 .1 -2 , , -, \ It , . I 4-----* )
,
. �" !,;! '. V I - t. vr; 1z *�, �� .��: . .;t , . ��,. �, r I VM! ,..]k . . . 11 I - , IDE �r-A i L A <
60!." `.10#?�;f 111p. , k "t"m , _. . ;!, I � . 0 I$. __1 .... .... .. I I
� , . 17H I 1 � t , "' I: I � , \ 3 N 5S 0 574/ " & 1 -3.1)0. A z 0� . 56,56 It , -0.0- _v_
. t .... ;..x -, -
� � I I :..! r! ... �.J.... ...4 :1 I \ I I . � ; , I
,1�� 1 " . 11 4,l, :,�: > ..",:.. � iv . . ., 1, � I - I .� I I � ______ - I
� � I . N : 01 'I'D. .-: < ", -i ,� �v . I q I I I I I Y, IN __"i`o1"`u�1 I
� , " I . . I*- �; . 1 4 1 1 1 NIX, _ 5CALE : j ",� % lo, . . :'�l;A�liv,t� I :-If�-ii,.j4, .� :
I � . - �
I I I � : . I . . . . 1 3 04,* 51,1,2 " ky , �). 00, \ I Q -33, D 0 1 �____,_", - � I 11 \ .1 � I _; ',� I - 11 I
I � . \. . � ( .�. 5
1. I � . . ; -5 . 3 0/*O 40 E '. ,. 13.70,; . .. I I ,� � .� II, I
. , I . . .. I - . .1 . I . � . � I N '' :� A I I 1 4 ; , I \ . �, . t- � -_
. . I z � I I � . I
I
I . I . �. . 6 5 d6 05 E a,00 I I - - j_ . .,f I , I 11
I � � I 1I 5) "!, L 3.67' \ \ .
I �
, . , - I I � . � � . . � 6 1 �
. . ,
" -, % I . . . I . . I I . I I / � , � A . . '� � I , i�:'A;?: ,'*.j,A T E
.
I �
� 4 - v I c 1 INH T Y MAP � . /,/ / \ . � . .. I � k . . . I � I . I I . . -� I 11 I - I 11. ,
. . . - � ...... ... . �... . . . .......... __ __._..._. ---...--.. I /
1� . . ,it, . . . �. . . I . �' � I I � I : . . — _.___�� I /o/o I
I . I � � . . . . . _1 - I . 11 ! I I � I � . ..4 � . - I . " -1 I - -90
_1 . I I N� I � . I. . 1 .14 1?7
1, , � I I I I I I I 11 I I I f . I r 11 . � . . '. � . 11 . I
I . I I � . ''. 1. I I I : I . I � I I . 11 -
I I I I . .1 � I I . 1. . I � ; I I I � 11 . I I . - ... I t .. . - , � " . .
� . . I I I I . 4 . , , I � \ I i I I I " \_ ,� . �. . . . � - i j06 M.- ..
� ; I . . , I _ I . I . . . . . ,,, . � . ,- � ..
- �� I � . p . - . . � � . . , .. 1. . � . . I I I . 11 . I _\ I I . . I lk I I � � . � .. , , ,
I � * - � . . I
A
' '
16 ��
.,
I
I .- .------ __ �e�, C, Ile \
_ _ w
,
_
_
_____ - --- ---
_,_�. _
1)-
I , -17 - - n--: 5—a ,P,.
.'!__ i
. 11� � , , I � r_ - � I I ) I I .. . I � I . � . � . . : I . I "? I I . P, . I v - I � . � 1. -1 � C�026 5 ( "
I � Z_ �') I) , . . I I ,� I . . � � � . � . � 1 4 1 1 .. ;I I . , I � I I . � ! . I 71. I . k ,., / I . I
I I . � 1 I . .. � \ 11 I 1111181118
I - � I . I . 1. I I � "'� I I . 11 .... I I- I I . I . I I .l \ . � � I � � I _�, I % I -
� I i . 1. �
1. . I � . I I I : I , � , I � � I � , . . I I I � � .
. . � . . - , 1. I 4 ! I I . . I . � I .1 I I I I �
� � I ; . I . . I
. . .
-
. I I 1. � � . 11, . . I I � 11 , � , 1. I I - . ., ; I I- . I .- I I I � . , � . I � : t , � I .:, � ,il �1' I .� I ( / . I
I I I � � I
. "I'll _'_ . I � I . I - . ____ 11 I �_, _.___ - ,- rmm=mmmmm _____ _____ � .�___ I 111,111 . � I I . . - I I I I I I "\ 4 � I I . ) 1. -1 . S - . � - : . i - I -T-, , - / ), . I . . . ) I I F. - � / -,� / I
. 1, . I I - . � I � , .111, ,, ,4, 1 � -------,--- __ I � - - I I I S"E. .
1� � � I � I ( I 11 � I I I . I I . . . - , . � I I . . 1, - . am"mmm - I ,- .1mmomma .... ... 111.00,11magulam I 'I r� I I,, ill I I mi I � I I . I I I
I . ; I ,. ! I I � . . . .. I I I I I I . ; �? , I . - I L I " I . I I I . ') � I, I I . � �
I I - . - I - . I I . I � . I I I I � 1. I -, .� ,_ .
-1 . . . I I I., /_ � 1. I j � y I - , I .- ,- . . I 1 _71— I . ) � I
I �- . \1 " f
I
. _. � . f. I .. 11 . 1. . I . - .11, I . I'- .- ,, 11 I 11 � .11 1. I I ml. � � -11 %, � I � . .. I. _,.�. \1 I V . - . I - . . - I � . _� w I . I
� . I - � I � - "I I
FERGUSON& SONS 135767
0
no,
I
10 0 10 20 Ao
SCALE IN FEET
10
balldlnq
Overhan7
x
Zr-allcr roar/
/ % STOA Y MErAL
BUILDIN6
3 a5*44'00"PV (UVAL �/.N
Cleo
J0.00
5ET elec
RE54P CAO meler 40
(-rypl cAL .4-81
Y,
cr5 PC 13. 15)
0 _q shed)
0: efencle)
0
clea 7 -,0411
0
0
/1415 C/
D
0 oz/ah/0
Q)
N, ,4
qp V)
90 CONC 44ON IN C:4 aff
D/W � PUNOV MAQt
OCr E4, 50
16 LA
C&
0
(:;"w
fzk
x
_x X
/V e 44'248 "S
3 25 *44 OD'* N (L66AL) 3 25*44'00" W
12-5.00 CLti&�C)
C7
0.4 �-1 1-1 ft
COAX,.
Ilfhl
7c
wa*/c od
30
.gervlce
c
3\
ra-
r,4
i e
00AICre
sell v/4-cl
0
Ej
/i:Zl7,(- fill 7k
Canopy
Overhal7g
4//////y vole.
/I
/7 Z-7 /--' C-1 / /
06/o/WY)
5EE DETAIL "'A" WLDW
BASIS OF BEARING-
WASHINGTON STATE HIGHWAY DEPARTMENT.
AREA:
SITE CONTAINS 18,464 SQUARE FEET OR 0.424 ACRES, MORE OR LESS.
LEGAL DESCRIPTION:
THAT PORTION OF THE NORTHWEST QUARTER'OF THE SOUTHWEST QUARTER OF
SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS
FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF
THE SOUTHWEST QUARTER; THENCE SOUTH 8900611711 EAST ALONG THE
NORTH LINE THEREOF, 781. 83 FEET; THENCE SOUTH 2504410011 WEST
33.06 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING
SOUTH 250440001f WEST 125 FEET; THENCE SOUTH 44017'1211 EAST 57.93
FEET; THENCE SOUTH 2504410011 WEST 30 FEET; THENCE SOUTH 8900611711
EAST 60 FEET TO THE WEST MARGIN OF THE UNITED STATES HIGHWAY 99;
THENCE NORTH 2504410011,EAST ALONG SAID MARGIN 200 FEET TO THE
SOUTH MARGIN OF 220TH STREET SOUTHWEST; THENCE NORTH 8900611711
WEST ALONG SAID MARGIN.120 FEET TO THE TRUE POINT OF BEGINNING;
EXCEPT THOSE PORTIONS DEEDED TO THE CITY OF EDMONDS UNDER (D Z
AUDITOR'S FILE NOS. 2381452 AND 8612180144. 015
co
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. W
CERTIFICATION:
SURVEY IDENTIFICATION NO.: 90265
REGISTERED LAND SURVEYOR NO.: 22333
SURVEYOR'S ADDRESS & COMPANY: BUSH, ROED & HITCHINGS, INC. c\j
0
2009 MINOR AVENUE EAST 00
SEATTLE, WASHINGTON 98102
TELEPHONE: z
(206) 323-4144
U) ULi
CERTIFIED TO: FIRST AMERICAN TITLE INSURANCE V% cr _j
COMPANY 0 r
TEXACO, USA <
>- LLJ
Ljj C/)
"THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH Z >
IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL cc
REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTAB-
N. Hit, LISHED AND ADOPTED BY ALTA AND ACSM IN 1986; AND MEETS THE ACCU-
y WWAA Sl.�, RACY REQUIREMENTS OF A CLASS "All SURVEY, AS DEFINED THEREIN AND
Go' INCLUDES ITEMS (1, 2, 3, 5, & 9 THROUGH 12) OF TABLE 3 THEREOF." Uc
0 z
z e� <
c\j
C-6 cy)
REGISTRATION NO. 22333
TF_
THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN ACCORDANCE c\j
WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO
OTHER WARRANTY, EITHER EXPRESSED OR IMPLIED. Lij
SUBSTRUCTURES: Lu
BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED
BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE 0 Z U)
rTWTn Wv ZoaTmiLl " III <
w -Abli-Ex rvH THE ACCURACY OF THOSE RECORDS. Lu
FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO Lu
DESIGN CONTACT THE UTILITY OWNER/AGENCY. > >
TITLE REPORT REFEREN X
0
THIS SURVEY WAS CONDUCTED ACCORDING TO THE ABOVE DESCRIPTION, z
FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT
NO. 29486-3, DATED JULY 12, 1990 AT 7:30 A.M. THE EASEMENTS D
SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. 0
0
cllj
NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT
SHOWN OR NOTED HEREON.
Us, EASEMENT:
RECORDED: DECEMBER 18, 1986
RECORDING NO.: 8612180144
0.4 Z_ FOR: TO MAINTAIN AND EXISTING SIGN OVER AND ABOVE THE
AREA DESCRIBED
Tzz.
-t.AFFECTS: THAT PORTION OF THE NORTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27
NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY,
C% WASHINGTON, DESCRIBED AS FOLLOWS:
10. _z
COMMENCING AT THE INTERSECTION OF THE WESTERLY
MARGIN OF STATE ROUTE 99 WITH THE SOUTH MARGIN OF
220TH STREET SOUTHWEST; THENCE NORTH 8705110711
WEST ALONG THE SOUTH MARGIN OF 220TH STREET SOUTH -
A/ C. WEST FOR 26.05 FEET; THENCE SOUTH 200815311 WEST
FOR 4.00 FEET TO AN INTERSECTION WITH A CURVE
HAVING A RADIUS OF 13.00 FEET, THE RADIUS POINT OF
WHICH BEARS SOUTH 200815311 WEST; THENCE EASTERLY
ALONG THE ARC OF SAID CURVE CONSUMING A CENTRAL
ANGLE OF 11405013011 FOR AN ARC DISTANCE OF 26.06
yq FEET; THENCE SOUTH 63000150" EAST FOR 3.50 FEET;
THENCE SOUTH 2605911011 WEST FOR 26.10 FEET TO THE
BEGINNING OF A CURVE THE RADIUS POINT OF WHICH
BEARS NORTH 4705512511 WEST A DISTANCE OF 29.00 z
I -A FEET� THENCE NORTHERLY Awn WESTERTY ATONG muv A— 0
Ln
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 5904113011
/40 "e'01V4. C411:6 X a:
'54"O'Oorl FOR AN ARC DISTANCE OF 30.21 FEET TO THE POINT OF
17011- 1 BEGINNING; THENCE NORTH 6602511111 EAST FOR 5.00
NO CORN6e h00:617 I FEET; THENCE NORTH 2002611311 WEST FOR 2.74 FEET;
Y/0,%/ /V a5*44' 00" C (LM4L)
13 LL5 IN W-M) 1. 26' THENCE SOUTH 6902511111 WEST FOR 5.00 FEET TO THE
1:J41y Jl/ 4//////Y .6 \ H. C. BEGINNING OF A CURVE THE RADIUS POINT OF WHICH
BEARS SOUTH 6602711810 WEST A DISTANCE OF 29.00
16 43. (4 3 FEET: THENCE SOUTHERLY AND EASTERLY ALONG THE ARC
U///V
6041�
y
I
wate
me .1 —
Per-
G
/Vok/_47/
I (5�as
-0
6" CONC.
1 1bcvt1017 /70/,veal
maln
d'-
670',rOMC. W014
come. eollvc,
kv
V�r,
V47. ve
Al. H.
calch
a
_5eWel
.30-5./A/
I -eel //96/
J
�rc
w
sw
L .'0202ND;
MTH
s �T sw
T
w
, .01m .
COMMUNIrY
el ST
Sw
202NDI
ST
:1
VICINITY MAP
Q)
14)
I
U.S. H16HWAY 91
T - OF SAID CURVE THROUGH A CENTRAL ANGLE OF 5055147
FOR AN ARC DISTANCE OF 3.00 FEET TO THE POINT OF
BEGINNING.
0
NOTE: UPON REMOVAL OF THE EXISTING SIGN, THIS
EASEMENT SHALL TERMINATE.
sewer MA
<loer =0/_09
w
PLWrION OEEDED 7D T14E 07Y OF EDA4DNLX5 > 0)
PEP A-P N06. e381452 e 66121 50144 MI
cl)
w z
<
Z 0
0
Gomm
at w
0 t: cl)
Z cf)
der
A = 50o53%56#1 w
0 - 3:
� 29. 00, w Z� 0
z
L = Z5.76 cl)
CL 0 cl)
A 2405,3',51" 0 Z
LINE DISTAAICC 29-00, 00
3 5104-1'04" N 3.00' L 12.60'
2 3 54007'27" E 5. 70' .3 DETA I L A w
13 N 53 0 574/ " E -3-00' 07,96 56
4 3 C4051,12 1, W 5-001 lee 3CALE : 1" /0' DRAWN BY CHECKED By
15 Z� 0/ a 0,3 8.0to E 5.70' R L 23-00, 4
6 5 d6 *56'51 " E 15.00, L = 3.67'
SCALE DATE
_d?7 940
FERGUSON & SONS 135767
10 10 0!)^ 2^
SCALE IN FEET
1" 10,
x
%\
7r-allcr Coarl
STORY METAL
BU14DIA16
ON
3 65-44'00"PY &MAL) to
If A clec
.30.00
WT
elec
REP -AP CAP 4 0
(TYPI CA L )
Wood" Y�
shed 3. bj
%
-1 clean - 101//
W)
1-0 0
0
Q) 0
r
7_11711el- C0411-1
_x x x -1-5-
1 OS.4% _x
V2 .5 0 drld eoeli 1�� s as *44, OD" N (LE6AL)
A? -5. 00
:oo:!
:oo:!
MAC.
WoWe od
�c 10/ �4 7/// /� o
COAICf e/L-
(yj i
F-1
0
M,
co Al ey &I
F0 CONC 44ON //V C-4L55 Vv/
1_)15C � PUNDY A449,t
OCT 34, 50 e.
I ro 114 0 -.1
'15?011 C& o
0 0
5-
S_
_x
3 23*44' 00" W
Q) 35. 06' LE6AL
0.4
30
7-
0.
wo
0%
771
1�7 Z,
BASIS OF BEARING:
WASHINGTOWSTATE HIGHWAY DEPARTMENT.
AREA:
SITE CONTAINS 18,464 SQUARE FEET OR 0.424 ACRES, MORE OR LESS.
LEGAL DESCRIPTION:
THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF
SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS
FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF
THE SOUTHWEST QUARTER; THENCE SOUTH 89006117" EAST ALONG THE
NORTH LINE THEREOF, .781.83 FEET; THENCE SOUTH 2504400011 WEST
33.06 FEET TO THE TRUE POINT OF BEGINNING; 'THENCE CONTINUING
SOUTH 25044100" WEST 125 FEET; THENCE SOUTH 4401711211 EAST 57.93
FEET; THENCE SOUTH 2504410011 WEST 30 FEET; THENCE SOUTH 890061171,
EAST 60 FEET TO THE WEST MARGIN OF THE UNITED STATES HIGHWAY 99;
THENCE NORTH 25044'00" EAST ALONG SAID MARGIN 200 FEET TO THE
SOUTH MARGIN OF 220TH STREET SOUTHWEST; THENCE NORTH 8900611711
WEST ALONG SAID MARGIN 120 FEET TO THE TRUE POINT OF BEGINNING;
EXCEPT THOSE PORTIONS DEEDED TO THE CITY OF EDMONDS UNDER Z
AUDITOR'S FILE NOS. 2381452 AND 8612180144. call,
co
SITUATEIN THE COUNTY OF SNOHOMISH, STATE OFWASHINGTON.
CERTIFICATION:
SURVEY IDENTIFICATION NO.: 90265
REGISTERED LAND SURVEYOR NO.: 22333
c\j
SURVEYOR'S ADDRESS COMPANY: BUSH, ROED & HITCHINGS, INC. 0
2009 MINOR AVENUE EAST co
SEATTLE, WASHINGTON' 98102
TELEPHONE: (206) 323-4144
UD Ld
rr
CERTIFIED TO: FIRST AMERICAN TITLE INSURANCE
COMPANY vi 0
TEXACO, USA <
>- w
LLJ C/)
"THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH z >
IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL =11M
REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS,- JOINTLY ESTAB-
LISHED AND ADOPTED BY ALTA AND ACSM IN 1986; AND MEETS THE ACCU- 3:
WAAoZ RACY REQUIREMENTS OF A CLASS "All SURVEY,, AS DEFINED THEREIN AND r)
INCLUDESITENS (1, 2,3, 5, &9 THROUGH 12) OFTABLE3 THEREOF."
Z
0
<
cy)
c\j
3:06 cy)
TE REG U)
go ry-
TS-3 THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN ACCORDANCE
WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO Lij
OTHER WARRANTY, EITHER EXPRESSED OR IMPLIED,, 13 w
SUBSTRUCTURES: ui z
BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED (3
BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE 0 z cf)
FIELD WE ASSUME NO LIABILITY F013 muv R^^Tynw^v ^V mu^ow W I < I
W6
FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO _j uj
DESIGN CONTACT THE UTILITY OWNER/AGENCY. >
UN <
TITLE REPORT REFERENC
FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT
NO. 29486-3, DATED JULY 12, 1990 AT 7:30 A.M. THE
4111111Y vole .0
%'-
EASEMENTS
SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT.
-
0)
0
C:)
C`�
Q)
Z11
NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT
c1q
SHOWN OR NOTED HEREON.
EASEMENT:
COAIC.
RECORDED: DECEMBER 18, 1986
RECORDING NO.: 8612180144
FOR: TO MAINTAIN AND EXISTING SIGN OVER AND ABOVE THE
AREA DESCRIBED
%..,AFFECTS: THAT PORTION OF THE NORTHWEST QUARTER OF THE
c%
SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27
NORTH, RANGE 4 EAST, W.X., IN SNOHOMISH COUNTY,
t4 It
91),
c1%
WASHINGTON, DESCRIBED AS FOLLOWS:
(b
0
T1.
COMMENCING AT THE INTERSECTION OF THE WESTERLY
uj
MARGIN OF STATE ROUTE 99 WITH THE SOUTH MARGIN OF
220TH STREET SOUTHWEST; THENCE NORTH 8705110711
wram ATnur-. mup C^T"U vwlot�_Tm nv nnnmw Omnwvm enmrm"u-
WE DE-7-AIL "A" 8ELOW /V c. WEST FOR 26.05 FEET; THENCE SOUTH 2008153" WEST
FOR 4.00 FEET TO AN INTERSECTION WITH A CURVE
C0170p HAVING A RADIUS OF 13.00 FEET, THE RADIUS POINT OF
WHICH BEARS SOUTH 200815311 WEST; THENCE EASTERLY
ALONG THE ARC OF SAID CURVE CONSUMING A CENTRAL
A&qe W4;��hahl ANGLE OF 114*50130" FOR AN ARC DISTANCE OF 26.06
N., FEET; THENCE SOUTH 6300015011 EAST FOR 3.50 FEET;
qp V) Y,17//�
V) THENCE SOUTH 26059 110"WEST FbR 26.10 FEET TO THE
BEGINNING OF A CURVE THE RADIUS POINT OF WHICH
BEARS NORTH 4705512511 WEST A DISTANCE OF 29.00 z
0
ck 5 7. FEET; THENCE NORTHERLY AND WESTERLY ALONG THE ARC �Q
72117erlon OF SAID CURVE THROUGH A CENTRAL ANGLE OF 59*4103011 >
/0 COVe. e41r,6 hox FOR AN ARC DISTANCE OF 30.21 FEET TO THE POINT OF (r
-elev hand'
07mo,- y
4� BEGINNING; THENCE NORTH 6602511111 EAST FOR 5.00
hole
/vo comVeR SE�7 Y4 7X/ 1 , lezz _-5 /7 FEET; THENCE NORTH 2002611311 WEST FOR 2.74 FEET;
THENCE SOUTH 69025111" WEST FOR 5.00 FEET TO THE
N 650440 00#p (M
"EALL5 IN W-Ad) 1 26' 4111111Y H. C. BEGINNING OF A CURVE THE RADIUS POINT OF WHICH
FO L 423 BEARS SOUTH 66027'18" WEST A DISTANCE OF 29.00
1 525 '414 225 w 162. Aah, A gove/- FEET; THENCE SOUTHERLY AND EASTERLY ALONG THE ARC
7-
m
G
6" comc.
asWholl A?
E�3
V47/ve �5ewer Im
/VoX411n/ -as A"747117 —.2
67 67
F/4? A?
Five-. E=l eovc. 1-0 MCC%
0;�;e
w k1v
calch oo5lvi
-.1 0.1
valve
r1w R I 2DOTH 15F.T
Comm 4102NDY I ST
ED 0
ED
COL
4
ItTHS*`�T 2 T
-4
ift C7w 11
HS 99
I U r, - I FlS41
MONDS I TH w
HS W
6T T S 21 6TH
t
471& E E HTS
TH ST SW 220, ST7
g,. T 0
Isw
L
M p 3:122isj PL
...... 0MI ST SW
e re>
f
w
ST It-
qT A., 22 1�t
2.T. , I 225T
ST
s ST
I TIT
mo: q v
!;o va-
roll-> s
Is2ex
s 229 7q I cl
T zqlmrL
MTH <
H
SW ORA
231
ST
w 11ousE
232ND P
>1 GOLF COURSE
il a=:j
VICIIN'ITY MAP
0,:
I e
LINNM
=ND ST
2 D
pqL w
sw
PIWMK
ID
21 1
V
CE-DAR
TsyALLEY
C,
3:
209T STSW
2 1 TH&�� 211THST
ST SW 1 H
>
f'21 ITT
4. S,
Q)
<
6
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 5055147
FOR AN ARC DISTANCE OF 3.00 FEET TO THE POINT OF
BEGINNING.
NOTE: -UPON REMOVAL OF THE EXISTING SIGN, THIS
EASEMENT SHALL TERMINATE.
sewe.�- - M.Y.
w
PORTION 08EDa) TD 7WE C17-Y OF MUD105 > o)
PER A-i= N06. e361452 d6121d()144 cr. 0)
w
w >_ z
c; < =)
J z 31: 0
FRO,
411111ONO ct
0010, w 3:
z u CO3:2
A < L__ 0
(.) - X
0
Z
cl)
U.,.5. H16H WAY 9 q
V) 40PN
% 46
tr
,14
CLOW
L = 24 0 53,5)
oz
LINE
5,54RIN6
01S7A-1VC6 R Z ?-9. 00
1_4
00
cm qLMO
dC
e
3
5
51 047'24"
94007'27"
W
E
3.00, L 10.60'
3.70',
51 D E TA I L "A
-4
cm a
w
3
4
/V
.5
53 0 574/
C405/'12
E
W
-3.00' 07'0,96'56
5.001
5CALE /0'
DRAWN BY
CHECKED By
15
3
0/ 0 03'40"
E
5-70' 23. 00, 5
4
:5wAl
5
3
d6 *t5d'51 "
E
3.00, L 3.67'
SCALE
DATE
Jf
got
e& a
. . . . . . . . . . . . . .
/I K
(Tyr)
E
EXTRUDED CONQ CURB VALLEY GUTTER
I A F -_
NOT TO SCALE
I
NOT TO SCALE
REMOVE EXIST CONC. PAD & CONSTRUCT
NEW CONCRETE PAD FOR UUMPSTER LOC.
WEARINC7 5LIRFACE, A.C., L2. "C"
C 0M,0A -C, re-.O 4* 4X a6yLi, 45,0 ee19AZ41X1C7
TYPICAL PAVEMENT SECTION
NOT M SCALE
^14 TCY
7
REM EXIST GUARD RAIL &
CONSTR--,�EW EXTR. CURB
-160
0-
AM
liar
I I
29 CP
t1i IT J 220fH 1 ST T'J SW
V#4
1 0 A" >
0,) ST >
>11
>: 1"TH IT
5 IN
0 0
vatim KIV
_11ML
:rpL
4W IL if i
> IL
Golf couAsf
zT% !11
ih� T III
r;
A
Mi.- F,
I'm
fie
sw
IW
Ala_
11 NOW 5
VOMIT-( N1AP
,p
CONSTRUCTION NOTES;
I All workmanship and materials shall be in accordance with current City of Edmonds
359-80 TZ
dp I
cp
ONE STORY METAL SILDG.
K q!3
A0ANP0A1 01t4 X10
9&P1_AC6 WIRC-W MIO' 0 14!�`
C,,ek?VICE A15 96410RC-19
_C� CP
P,w
<,00< J .
C, C.O. E10
&Fep <\
Ci SURFACE MOUNT
96MOVE RID 16 5S Is. 10
RWIL e IN5TAL-L- oy PVC 6
0.
CIO
09 0 ONN.-TO EXIST. CANOPY
OOF DRAINS
3 CB NO. 3 TYPE 1 W/
0
8" DIA. DOWN TURN ELBOW >
CL
GR= W2, qO
IE=353.86
4" PVC
0
"r, X%
CP F3 i �rp. wo 0<'�
0 E_3��ra.00
I IF _FT
MEA1 7-5
Construction Standards, and the 1991 Standard Specifications for Rold, Bridge and Municipal
Construction, prepared by the Washington State Department of Transportation and the
-c- Washin-ton State Chaptler of the American Public Works Association.
3-6 0 _550�
2. The contractor shall F-chedule and control his work so as to comply with all applicable ordirances
2'PC0f6T1Z44A.1 to prevent any hazards to pubJj:c safety, health and wetfare.
6614 / T 710 4e
aR4 Al TEO * 710 3. A copy of tliese approved plans must be on the job site whenever construction is in progress.
ory oF eomomi)5.
4. Temporary Erosion Control measures shall be installed and in
opqra,!ii�ri prior to -Other
construction. 1�, XLL, ekCAVATE-, r2 `06:, C,�Vw Wlll�L-Ao2T I
MATP,424,&J, 6H
1AIsrALL ReW COAICRETE. 5. erosior, control facilitie's slall be
_10A0 m.-vintained andfor altered as required to assure continuing, erosion/sedinent control.
61V0 IVekl/ E-XT911060
6. Adl disturbed areas left for more than 30 days shall be seeded with a mix and method approved
cl/g/5 &V )54ckolr Uti by the City of Edmonds Department of Public Works, and maintained unt."I seed germination is
. ....... 1____�". TY,01CAIL assu red.
011-C;;IT� C2TOIIA&P, Agf.A 1101?- 5,A�V_ 7. Clear'n limits shall be clearly flagged, and if need be, fenced pri,�r to clearing and grubbing.
4eq AA-rpwiAL. ryti TAHv-. WJ- 9
MOM. PVC UIHO- 13HAL1, ft Flagging and/or fencing shall be mal.intained during grading operations to protect naturally
A10 UH17PP- MATr,-�L- AI-10 r;e;6UPl2 existin cb Vegetated areas.
v gr= . b
i e=354. 79
v Pw,!�r m In 64 64 e: H a T P, T X
8. Tile public right-of-way shall be kept clean. tracking of mud and debris from ffe 3ite will not be
allowed.
9.
Thc material to t.,,,- placed as structural fill for building
9. s, paveick-it and -v itilts sh�dl bc in
000
1PU 10. Unless o!,erwise specified, grades shown on the pir ris are. to firi -lied gra(.IL,, top of 1), vement.
r
11. Existing utilities shown on the plans have been plotted from the best information avai]41--le to
the engineer. Accuracy and completeness are not guaranteed. It shall be tile contractors
responsibility to locate any existing utilities which may conflict with the contractor's operation,
<1 whether shown on the plans or not.
REMOVE EXIST. EXTR. 12. Backfill of all utility trenches shall coDs;-t of pit -run sand and giavel of maximum size 4" and
�<� K,
CURB 1K C,-�, . \4 200 sieve). Backfill sluill be compaoed to 05% of
CO containing less than 5% fines (passing
INsrALL NEW LIGHT K in,-ximum dry density in accordancf- with ASTNI DA557 test met!,.od.
AND BASE r-)
13. PVC Pipe shall conform to the provisions of ASTM D3034-80, S.. R 35 urif-rs the i,
L. Pl,,k0e, 0-TRAW AOUH 11 / I -- specified. All joints shall be push -on rubber gasket type. D v rw se
AO VJ r,- U, At
T) 0 14. All catch basins, and cast iron frames, grates, or solid covers shall conform to.A.VWA Standards
r) El %
1355.80
a.
0
ltf�8" PVC S=Z.611/o tP 15. AR pipe shatl be laid on a properly prepared foundation according to tile specificatior'. This
- shall include the necessary levelling of the trench bottom or top of the foundation material. as
6
6LF-6"PVC well as placement and compaction of required bedding material to uniform grade so '.1lit tile
e S--2% MIN. entire length of the pipe will be supported on a uniformly dense uny.elding hase.
la2AW AAL
1-UL4C.1 "Ufy 49 .1 1- -_ I . 11�
Al�b /fF-(P IP _Z _." �� -1 1 --1,, 16\ The contractor shall notify appropriate departments for required inspection servic-3s rn es.ing,
-4.wr- 4=Y Iwo Wer own o/h p & t -V
de-wo. Co. I o pu ing any u t I Jes in service.
Ji
A1,0 - G- -G- \Coordinate all construction with the proposed L.I.D. for file frontage improverlielit,; 11C,11C
SS-_ 17.
_S*S_ _SS_
99).
SD - 4 1 rora (Highway
�J u
kn
SD le� roN rolre.wALV ANP 5�UF4� A012�V la rl I K
SD -SD- - - - - - - - - -
=& -i k
W- _W_ - - - _W_ _W_ _W_
A VE FL-,k&-G ff AT _E 97 - - - - - I- - - - - t - - - �
41 cniTn rnvrD-AnA Tn existing cb 11 19. AGLI 11100 6)KAL11- M_� 1-1`19FI.
NEW S/W GRADE gr=354. 82 rf�4'v �7Fle3iTr,- To i10H1T,9r4 r
,existing cb CB NO. 4 TYPE 1 ie=352. 43 sanitary sewer `rr(:,, _,r-A r2l H 67.
gr=355.65 ADJUST EX. GRATE rim--.5bb-1Y
ie=349.97 2f. LICEf-PEV IVIL l2�t2. To vt�p.lpl ATI,�fl F Ar
:5� GR=355.83 existing ob TO NEW F/L 0 -0,A ;,F, &r-Ar2r-r_
ie=353.60 .-, J I I ..I I .I , , � J I / .
existing cb IE=351.83 gr=355-05 COORDIAIATE 1Mf1?0VEM#=_1k1T5 AL01V6
sanitary sewer mh gr=355.37 io=352.98 signal arm w/ A U gal?A
11 "
rim--356-12 11 L F -8 "P VC (9 S IV I OIL/WATER SEPA ADJUST EX. GRATE signal lights
A
y�
ie=353-14
p
MANUFACTURER'S NO. 660 SA TO NEWF/L
le=348-82 ADJUST EX. GRATE
TOP=355-80
CB NO. 2 TYP-- 1 TO NEW F/L
IE=349.39 CB NO. I TYPE I W1 8" DIA. REVISION RECORD
A OJ. 70 IVC-,W F11-
;a
UUNN W1311 LLDUW
IE=353.2 -12 EX. CO No. 4 T-rM I DATE BY DESCRIPTTON
IE=353-t�8-8` --CONN-. _TQ EXIST. 12" SS W/ GR= 50;r2.,tbO A Q.J W TO H I, W F/ L, 9. 21� .11 HFr rzruz�i[� Cr;,� f � c0f 1�.
NEW 6- SADDLE-- I E=353. 4OL8 *3r72.bf - 1`111 ek, l.?,1-9Z 14pp xf�.v mR C11 ( or- wrlotjpc-�) (�6)mm bwT!�).
IF, 3 r25. T4
T;7="4AQ 'AQ -7
y;
13xist traffic curb '4 A k.,
k U r-"\' /A 11 VV T �J 'J'
-AA " IIA71.1V A,9ZP,9j-)Af,- Al W/ A7,4 V Z11
C
,I-
7Al' a
GUTTER SECTIM W
1
0 5 10
SCALE: 1"=10'
20 30
A// C 4 CCE! -�ie2 & ROO 7W e-N,05
51/2
1"GATTER
I"R. PAVEMENT WIDTH
.05 ./F. r
16"STANDARD
-2. 4" ARTE R I AL
VERTICAL CURB AND GUTTER
11W ty
ITS WMARES *0 NYMYT& NO
M DOO" M TIE IF01610101 HUM NUM TO MW PC. IS TIC FIOMW of = o w. ws
7 7 k 00
CWVM FOR nE P111VATE USE OF WCAOD INC
NX 1W _ PMT