HomeMy WebLinkAboutR-1590 - Segregating assessments in ULID No. 7 on certain real property owned by Northpointe LP1CIT Y 0 F MAR Y S V ILL E
Marysville,Washington
RESOLUTION NO.IS 10
A RESOLUTION OF THE CITY OF MARYSVILLE SEGREGATING
ASSESSMENTS IN OLID NO.7 ON CERTAIN REAL PROPERTY OWNED
BY NORTHPOINTE LP1.
WHEREAS,the City of Marysville has established OLID No. 7 and
imposed assessments on all real property located within the
boundaries of said OLID No. 7 pursuant to City ordinance;and
WHEREAS,Northpointe LP1 is the legal owner or contractor
purchaser of the following-described property against which special
assessments for pUblic utility improvements have been levied by the
City of Marysville:
See Exhibit 1 (Parcel A)which is attached
hereto and incorporated by this reference
WHEREAS,Northpointe LP1 has requested that the assessments
which presently are made on a tax account basis be segregated
and/or reconfigured to reflect new parcels pursuant to Marysville
Municipal Code Section 3.60.040 and RCW 35.44.410,incorporated by
reference for Marysville as a Code city in RCW 35A.43.010,which
provides that the City Council,by resolution,may order the city
Treasurer to make such segregation on certain terms and conditions;
and
WHEREAS,the City Engineer and city Treasurer,at the request
of Northpointe LP1,have proposed to segregate the real property
described in Parcel A into three parcels (See Exhibit 1,Parcels
B, C and D);and
WHEREAS,the City Council finds that the security of the lien
for the original assessments will not be so jeopardized as to
reduce the security for any outstanding local improvement district
obligation payable from such assessments,and that the total
assessment before and after segregation is $188,416.13;and
WHEREAS,the City Treasurer of the City of Marysville has
recommended that such segregation be made as requested upon payment
of fees and costs hereafter set forth;NOW,THEREFORE,
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
MARYSVILLE,WASHINGTON AS FOLLOWS:
1.Upon payment to the City Treasurer of $10.00 for each
tract of land for which a separate assessment is to be made and
the actual engineering and clerical costs incurred by the City
incident to making the segregation,said segregation shall become
effective.
RESOLUTION - 1
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2.That the city Treasurer of the city of Marysville be
and is hereby authorized and directed to segregate the local
improvement assessments originally levied against the above-
described properties so that they will apply as indicated against
the following-described properties as follows:
Northpointe Division No.1-A
(see Exhibit 1,Parcel B)
All other property within the
Preliminary Plat of Northpointe
(see Exhibit 1,Parcel C)
Trident Investments,Inc.
(see Exhibit 1,Parcel D)
$36,018.60
$149,682.60
$2,714.93
3.Upon payment of the entire assessment for any
segregated parcel described above,and payment of all interest
and penalties thereon,the City's lien on said parcel shall be
released.
4.Upon payment of the entire assessment for Parcel B
described above,plus interest and penalties thereon,the city
may segregate,by separate resolution,a portion of Parcel C
described above as a separate division of the Plat of
Northpointe.
5.Nothing in this resolution shall be construed as
modifying or waiving timely payment on all segregated parcels as
described above,and the City specifically retains all rights as
provided by law to foreclose on any assessment which is
delinquent for any of the above-described parcels.
~PASSED by_t~e City Council and APPROVED by the Mayor this
';;./.0 day of ~b-e-r ,1992.
ATTEST:
BY~~11~~CITY CLERK
CITY OF MARYSVILLE
BY_!Jw;hkA
MAYOR
Approved as to form:
By ~{c.U.L€e~
CITY ATTORNEY
RESOLUTION - 2
/msvl/npointe.res
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L.1.D.SEGREGATION CERTIFICATE
SpliNT!wnw N9 PP-!!U 0rrngX'B IX R'V'I'or'Oil'WUNISI",t,L SO"~O""TION•.
DATE October 1,1992
R~~UE.TaD City of Marysville;Steve Wilson,Finance Director
LOCAL IMP.DISTRiCT
OLIO No. 7
OWNER ORIGINAL DESCRIPTION AMOUNT
DUE
VMl'll.
" u •.~'.."(!';ee atrt.ached Parcel ..\
-Heal th Care FO\luda:ti.o"'--nt-+-I
NEW DESCRIPTIONS
Northpointe Division No. 1
~--------------------.-------------t----
Northpointe LPl
1516-2nd Ave.,Ste.300
Seattle,WA 98101
(See attached Parcel B)$ 36 018.60-_._------~-
Northpointe LPl (See attached Parcel C)$149 682.60
1516-2nd Ave.,Ste.300
Seattle,WA 98101
-------------1------------------------------------.----------+----1
---------------------_.-------------"._-"~-----_.---
Trident Investments,!n=.
1516-2nd Ave.,Ste.300
s 2 714.93
---------t---'--1
-----------1_:_---1
·_--_·_---------+---1
(See attached Parcel D)
--_._--_.-----------------
98101Seattle,WA
-------------1--------------------------------+---1
------------------.--_.---------------_._-----------------.-------
·-·---------+------------------------I~--t
COMMISSIONERS APPROVAL
This is to certib tluu the.abooe parcels of land,as segregated,are sufficien'securi<y for
the assessments charged thereon.
Larry R. Wade EXHIBIT 1
,.
PARCEL A
THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER,AND THE SOUTHWEST QUARTER OF THE
NORTHEAST QUARTER,AND THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST
QUARTER,All IN SECTION 26,TOWNSHIP 30 NORTH,RANGE 5 EAST,W,M" IN SNOHOMISH COUNTY,
WASHINGTON:
EXCEPT THE EAST 180 fEET OF THE NORTH 225-fEET Of SAID SOUTHEAST QUARTER OF THE NORTHWEST
QUARTER,AND
EXCEPT THAT PORTION OF SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER DESCRI8ED AS
fOLLOWS:"
8EGINNING AT THE NORTHWEST CORNER THEREOF:THENCE SOUTHERLY.ALONG THE WEST LINE
THEREOF 225.00 fEET:THENCE EASTERLY.PARALLEL WITH THE NORTH LINE OF SAID SU8DIVISION.
120,00 fEET:THENCE NORTHERLY,PARALLEL WITH THE WEST LINE Of SAID SU8DIVISION.60,00
fEET:THENCE EASTERLY,PARAllEL WITH THE NORTH LINE OF SAID SUBDIVISION.90.00 fEET:
THENCE NORTHWESTERLY IN A STRAIGHT LINE TOA POINT ON THE NORTH LINE Of SAID
SUBDIVISION WHICH IS 120,00 fEET EASTERLY fROM THE NORTHWEST CORNER THEREOf:THENCE
WESTERLY,ALONG SAID NORTH LINE,120,00 fEET TO THE POINT OF BEGINNING.
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PARCEL B
THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND OF THE SOUTHWEST
QUMTER OF THE NORTHEAST QUARTER OF SECTION 26,TOWNSHIP 30 NORTH,RANGE 5 EAST.W,M.•
SNOHOMISH COUNTY,WASHINGTON,MORE PARTICULARLY DESCRIBED AS FOlLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF
SAID SECTION 26,THENCE N 88"59'3B"w.ALONG THE EAST-WEST CENTER OF SECTION LINE.FOR 643,35
FEET:
THENCE N IB"IO'41"W FOR 362.17 FEET:
THENCE N 71"49'20"E FOR 32,00 FEET:
THENCE N 54"2B'10"E FOR 97.43 FEET:
THENCE N IB"IO'41" W FOR 53.9B FEET:
THENCE N 35"54'13"W FOR 67.B2 FEET:
THENCE N 17"OB'23"E FOR B3.40 FEET:
THENCE N 65"45'32"E FOR s-.oo FEET:
THENCE 24"14'2B"W FOR 110,00 FEET:
THENCE N 41"15'3T E FOR 70.00 FEET:
THENCE N 56"15'32"E FOR 166.59 FEET:
THENCE S 49"14'2B"E FOR 170,OB FEET:
THENCE S3"19'40"E FOR 17,54 FEET:
THENCE S65"45'32"W FOR 100,00 FEET TOA POINT ON A SO,OO FOOT RADIUS CURVE.CONCAVE
WESTERLY,WHOSE CENTER BEARS S 6B"23'IZ'W:
THENCE SOUTHERLY.ALONG SAID CURVE,FOR 29.05 FEET WHILE CONSUMINGA CENTRAL ANGLEOF
33"lrI2"TO THE BEGINNINGOFA 50.00 FOOT RADIUS CURVE TO THE LEFT:
THENCE ALONG SAIDCURVE FOR 36,14 FEET WHILE CONSUMINGA CENTRAL ANGLEOF41'24'34" TOA
POINT OF TANGENCY:
THENCE S 29"44"0"E FOR 37.43 FEET TO THE BEGINNINGOF A 25.00 FOOT RADIUS CURVE TO THE LEFT:
THENCE ALONG SAIDCURVE FOR 36.66 FEET WHILE CONSUMINGA CENTRAL ANGLE OF B4"OO'54"TO
THE BEGINNINGOFA 330,00 FOOT RADIUS CURVE TO THE RIGHT:
THENCE ALONG SAID CURVE FOR IIB.39 FEET WHILE CONSUMINGA CENTRAL ANGLE OF 20"33'1,TOA
POINT OF TANGENCY:
THENCE N B6'4B'13"E FOR 72.50 FEET TO THE BEGINNING OFA 235.00 FOOT RADIUS CURVE TO THE LEFT:
THENCE ALONG SAID CURVE FOR 151.34 FEET WHILE CONSUMINGA CENTRAL ANGLEOF36"53'51'TO A
POINT OF TANGENCY:
THENCE N 49"54'ZZ'E FOR B3,3B FEET TO THE BEGINNING OF A 330,00 FOOT RADIUS CURVE TO THE
RIGHT:
THENCE ALONG SAID CURVE FOR 237.37 FEET WHILE CONSUMINGA CENTRAL ANGLEOF 41"12'45"TOA
POINT OF TANGENCY:
THENCE SBB"52'53"E FOR 73.92 FEET TO THE BEGINNINGOFA 90.00 FOOT RADIUS CURVE TO THE LEFT:
THENCE ALONG SAID CURVE FOR 75,22 FEET WHILE CONSUMINGA CENTRAL ANGLEOF 47"53'0'TOA
POINT OF TANGENCY:
THENCE N 43"14'00"E FOR 2.16 FEET TOA POINTON A 1010.00 FOOT RADIUS CURVE.CONCAVE
NORTHEASTERLY.WHOSE CENTER BEARS N 44"56'0,E:
THENCE NORTHWESTERLY,ALONG SAID CURVE,FOR 291.76 FEET WHILE CONSUMING A CENTRAL
ANGLE OF 16"33'05"TOA POINT OF TANGENCY;
THENCE N 2B'30'4B"W FOR 66,94 FEET:
THENCE S88"44'20"E FOR 25.71 FEET:
THENCE N 2B"30'45"W FOR 39.99 FEET TO THE SOUTHEASTERLY RIGHT OF WAYOFGROVE STREET,AS
MONUMENTED,ACCORDING TO THE PLAT OF BAYVIEW CREST.AS PER PLAT RECORDED IN VOlUME 50
OF PLATS,PAGES us THROUGH 117,RECORDS OF SNOHOMISH COUNTY.WASHINGTON;
THENCE N 61"29'IZ'E.ALONG SAIDSOUTHEASTERLY RIGHT OFWAYOF GROVE STREET.FOR 57,68 FEET
TO THE BEGINNINGOF A 25.00 FOOT RADIUS CURVE,CONCAVE EASTERLY.WHOSE RADIUS POINT
BEARS N 61"29'IT E;
THENCE CONTINUE ALONG SAIDGROVE STREET RIGHT OF WAYAND THE RIGHT OF WAYOF 76TH DRIVE
N.E,AS PER SAID PLAT OF BAYVIEW CREST,NORTHWESTERLY,NORTHERLY AND NORTHEASTERLY.ALONG
SAID CURVE,FOR 39.27 FEET WHILE CONSUMING A CENTRAL ANGLEOF 90"00'00"TO A POINT OF
TANGENCY:
THENCE N 61"29'IT E,ALONG SAID 76TH DR RIGHT OF WAY,FOR 11.43 FEET TO THE BEGINNINGOFA
2BO.00 FOOT RADIUS CURVE TO THE LEFT:
THENCE NORTHEASTERLY.ALONG SAIDCURVE AND RIGHT OF WAY.FOR 7.B7 FEET WHILE CONSUMING
A CENTRAL ANGLE OF 1'36'36"TOA POINT OF CUSP,THE BEGINNING OF A 25,00 FOOT RADIUS CURVE,
CONCAVE EASTERLY,WHOSE RADIUS POINT BEARS S 30"Or25"E;
THENCE SOUTHWESTERLY,SOUTHERLY AND SOUTHEASTERLY,ALONG SAID CURVE.FOR 3B,57 FEET WHILE
CONSUMINGA CENTRAL ANGLEOF 8B"23'24"TO A POINT OF TANGENCY;
THENCE S 28"30'4B"E FOR 94.28 FEET TO THE BEGINNINGOFA 910,00 FOOT RADIUS CURVE TO THE LEFT:
THENCE ALONG SAIDCURVE FOR 361.99 FEET WHILE CONSUMINGA CENTRAL ANGLE OF 22"4r31";
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THENCE S38'41'41" W fOR 100.00 fEETTO A POINT ON A 1010.00 fOOT RADIUS CURVE.CONCAVE
NORTHEASTERLY.WHOSE CENTER BEARS N 38'41'41" E:
THENCE NORTHWESTERLY,ALONG SAID CURVE,fOR 50.00 fEET WHILE CONSUMINGA CENTRAL ANGLE
Of 2'50'11":
THENCE S 43'14'00"W fOR 2.16 fEET TO THE BEGINNING Of A 150.00 fOOT RADIUS CURVE TO THE
RIGHT:
THENCE ALONG 5AID CURVE fOR 125.36 fEET WHILE CONSUMINGA CENTRAL ANGLE OF 47'S3'01"TOA
POINT Of TANGENCY:
THENCE N 88'52'53" W fOR 73,92 fEET TO THE BEGINNING Of A 270.00 FOOT RADIUS CURVE TO THE
LEFT:
THENCE ALONG SAID CURVE fOR 117,72 fEET WHILE CONSUMINGA CENTRAL ANGLE OF 24'5B'52"'TO
THE BEGINNING Of A 25,00fOOT RADIUS CURVE TO THE LEfT:"
THENCE ALONG SAID CURVE fOR 41,50 fEET WHILE CONSUMINGA CENTRAL ANGLE Of 95006'30":
THENCE N 66'18'49" EfOR 107.00 fEET:
THENCE S 33'41'0,'EfOR 65.00 FEET:
THENCE S 61"01'4,'W fOR 162.00 fEET:
THENCE N 28"58'15'W fOR 11.49 fEET:
THENCE 5 59"52'32"'W FOR 99.7B fEET:
THENCE 5 30"56'Or EfOR 62.41 fEET:
THENCE S 54"27'20"W fOR 116.92 fEET TO A POINT ON A 290.00fOOT RADIUS CURVE.CONCAVE
NORTHEASTERLY.WHOSE CENTER BEARS N 55"53'24"E:
THENCE SOUTHEASTERLY,ALONG SAID CURVE.fOR S.19 fEET WHILE CONSUMINGA CENTRAL ANGLE
Of 1001'29":
THENCE S 54"51'5,'W fOR 157.87 fEET:
THENCE 5 27007'53"EfOR 13.72 fEET:
THENCE S 33"04'50"E FOR 211.24 fEET:
THENCE S 16"28'42"EfOR 183.52 fEET TO THE POINT Of BEGINNING.
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EXCEPT
PARCEL C
THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND OF THE SOUTHWEST
QUARTER OF THE NORTHEAST QUARTER OF SECTION 26.TOWNSHIP 30 NORTH.RANGE 5 EAST.W.M.•
SNOHOMISH COUNTY.WASHINGTON.MORE PARTICULARLY DESCRIBED AS FOLLOWS:
,.
I .'(
EXCEPT THAT PORTION OF SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER DESCRIBED AS
FOLLOWS:
EXCEPT THE EAST 180 FEET OF THE NORTH 225-FEET OF SAID SOUTHEAST QUARTER OF THE NORTHWEST
QUARTER.AND
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THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER.AND THE SOUTHWEST QUARTER OF THE
NORTHEAST QUARTER,AND THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST
QUARTER.ALL IN SECTION 26.TOWNSHIP 30 NORTH.RANGE 5 EAST.W.M.. IN SNOHOMISH COUNTY.
WASHINGTON:
BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF
SAIDSECTION 26.THENCE N 88'59'38" W. ALONG THE EAST-WEST CENTER OF SECTION LINE.FOR 643.35
FEET;
THENCE N 18'10'41"W FOR 362.17 FEET:
THENCE N 71'49'20"E FOR 32.00 FEET;
THENCE N 54'28'10" E FOR 97.43 FEET:
THENCE N 18'10'41"W FOR 53.98 FEET;
THENCE N 35'54' 13"W FOR 67.82 FEET:
THENCE N 17'08'23"E FOR 83.40 FEET:
THENCE N 65'45'32"E FOR 84.00 FEET;
THENCE 24'14'28"W FOR 110.00 FEET;
THENCE N 41'15'32"E FOR 70.00 FEET;
THENCE N 56'15'32"E FOR 166.59 FEET;
THENCE S49'14'28" E FOR 170.08 FEET;
THENCE S3'19'40" E FOR 17.54 FEET;
THENCE S 65'45'32"W FOR 100.00 FEET TOA POINT ON A SO.OO FOOT RADIUS CURVE.CONCAVE
WESTERLY.WHOSE CENTER BEARS S 68'23'12"W;
THENCE SOUTHERLY,ALONG SAID CURVE,FOR 29.05 FEET WHILE CONSUMING A CENTRAL ANGLE OF
33'lTI2"TO THE BEGINNING OFA 50.00FOOT RADIUS CURVE TO THE LEFT:
THENCE ALONG SAIDCURVE FOR 36.14 FEET WHILE CONSUMINGA CENTRAL ANGLE OF 41-24'34"TOA
POINT OF TANGENCY:
THENCE S29'44'10" E FOR 37.43 FEET TO THE BEGINNING OF A 25,00 FOOT RADIUS CURVE TO THE LEFT:
THENCE ALONG SAID CURVE FOR 36.66 FEET WHILE CONSUMINGA CENTRAL ANGLE OF 84"00'54"TO
THE BEGINNINGOF A 330.00FOOT RADIUS CURVE TO THE RIGHT:
THENCE ALONG SAID CURVE FOR 118.39 FEET WHILE CONSUMINGA CENTRAL ANGLEOF20'33'1 r TOA
POINT OF TANGENCY;
THENCE N B6'48'13"E FOR 72.50 FEET TO THE BEGINNING OFA 235.00FOOT RADIUS CURVE TO THE LEFT:
THENCE ALONG SAID CURVE FOR 151.34 FEET WHILE CONSUMINGA CENTRAL ANGLE OF36'53'51' TOA
POINT OF TANGENCY:
THENCE N 49'54'22" E FOR 83,38 FEET TO THE BEGINNINGOFA 330.00FOOT RADIUS CURVE TO THE
RIGHT;
THENCE ALONG SAID CURVE FOR 237.37 FEET WHILE CONSUMINGA CENTRAL ANGLE OF 4"12'45'TOA
POINT OF TANGENCY:
THENCE S88'52'53" E FOR 73,92 FEET TO THE BEGINNINGOFA 90.00FOOT RADIUS CURVE TO THE LEFT:
THENCE ALONG SAID CURVE FOR 75.22 FEET WHILE CONSUMING A CENTRAL ANGLE OF 47'53'0r'TOA
POINT OF TANGENCY:
THENCE N 43'14'00"E FOR 2.16 FEET TO A POINT ON A 1010,00 FOOT RADIUS CURVE,CONCAVE
NORTHEASTERLY,WHOSE CENTER BEARS N 44'56'0r'E;
THENCE NORTHWESTERLY,ALONG SAID CURVE,FOR 291.76 FEET WHILE CONSUMINGA CENTRAL
ANGLE OF 16'33'05"TOA POINT OF TANGENCY:
THENCE N 28'30'48" W FOR 66.94 FEET:
BEGINNINGAT THE NORTHWEST CORNER THEREOF:THENCE SOUTHERLY.ALONG THE WEST LINE
THEREOF 225.00 FEET;THENCE EASTERLY.PARALLEL WITH THE NORTH LINE OFSAID SUBDIVISION.
120.00 FEET;THENCE NORTHERLY.PARALLEL WITH THE WEST LINE OFSAID SUBDIVISION.60.00
FEET:THENCE EASTERLY.PARALLEL WITH THE NORTH LINE OFSAID SUBDIVISION.90.00 FEET:
THENCE NORTHWESTERLY IN A STRAIGHT LINE TOA POINT ON THE NORTH LINE OFSAID
SUBDIVISION WHICH IS 120.00 FEET EASTERLY FROM THE NORTHWEST CORNER THEREOF:THENCE
WESTERLY.ALONG SAID NORTH LINE,120.00 FEET TO THE POINT OF BEGINNING.
·"
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THENCE S88'44'20" E fOR 25,71 fEET;
THENCE N 28'30'45" W fOR 39.99 FEET TO THE SOUTHEASTERLY RIGHT Of WAYOF GROVE STREET,AS
MONjJMENTED,ACCORDING TO THE PLAT OF BAYVIEW CREST.AS PER PLAT RECORDED IN VOLUME 50
Of PLATS.PAGES 115 THROUGH 117.RECORDS Of SNOHOMISH COUNTY.WASHINGTON;
THENCE N 61 "29'1'Z'E,ALONG SAID SOUTHEASTERLY RIGHT OF WAY Of GROVE STREET.fOR 57,68 fEET
TOTHE8EGINNINGOF A 25.00 fOOT RADIUS CURVE,CONCAVE EASTERLY.WHOSE RADIUS POINT
BEARS N 61 '29'1 'Z'E:
THENCE CONTINUE ALONG SAIDGROVE STREET RIGHT Of WAYAND THE RIGHT OF WAYOF 76TH DRIVE
N.E.AS PER SAID PLAT OF 8AYVIEW CREST,NORTHWESTERLY.NORTHERLY AND NORTHEASTERLY.ALONG
SAID CURVE.fOR 39,27 fEET WHILE CONSUMING A CENTRAL ANGLE OF 90000'00"TOA POINT OF
TANGENCY;
THENCE N 61'29'1'Z'E,ALONG SAID 76TH DR RIGHT OF WAY,fOR 11.43 FEETTO THE BEGINNINGOF A
280.00fOOT RADIUS CURVE TO THE LEFT:
THENCE NORTHEASTERLY.ALONG SAID CURVE AND RIGHT OF WAY,FOR 7.87 FEET WHILE CONSUMING
A CENTRAL ANGLE Of 1'36'36"TO A POINT OF CUSP,THE 8EGINNINGOF A 25.00FOOT RADIUS CURVE.
CONCAVE EASTERLY.WHOSE RADIUS POINT 8EARS S30'07'25"E:
THENCE SOUTHWESTERLY,SOUTHERLY AND SOUTHEASTERLY.ALONG SAID CURVE.FOR 38.57 FEET WHILE
CONSUMING A CENTRAL ANGLEOF88'23'24" TOA POINT OF TANGENCY:
THENCE S28'30'48" E FOR 94.28 FEET TO THE BEGINNING OFA 910,00FOOT RADIUS CURVE TO THE LEFT:
THENCE ALONG SAID CURVE FOR 361.99 fEET WHILE CONSUMING A CENTRAL ANGLE Of 22'47'31":
THENCE S38'41'41" W FOR 100.00 FEET TOA POINT ON A 1010.00 FOOT RADIUS CURVE.CONCAVE
NORTHEASTERLY,WHOSE CENTER 8EARS N 38'41'41" E:
THENCE NORTHWESTERLY.ALONG SAID CURVE.fOR 50.00 FEET WHILE CONSUMING A CENTRAL ANGLE
OF 2'50'11":
THENCE S 43'14'00"W FOR 2.16 FEET TO THE BEGINNING OF A 150.00 FOOT RADIUS CURVE TO THERIGHT;
THENCE ALONG SAID CURVE FOR 125.36 fEET WHILE CONSUMING A CENTRAL ANGLE Of 47'53'07'TOA
POINT OF TANGENCY:
THENCE N 88'5'Z53"W fOR 73.92 FEET TO THE BEGINNING OF A 270,00FOOT RADIUS CURVE TO THELEFT;
THENCE ALONG SAID CURVE FOR 117,72 fEET WHILE CONSUMING A CENTRAL ANGLE OF 24'58'52" TO
THE BEGINNING OF A 25.00FOOT RADIUS CURVE TO THE LEFT;
THENCE ALONG SAID CURVE FOR 41,50 fEET WHILE CONSUMING A CENTRAL ANGLE Of 95"06'30":
THENCE N 66'18'49" EfOR 107.00 fEET;
THENCE S33'47'05" EfOR 65.00 FEET:
THENCE S61'01'45" W FOR 162.00 fEET:
THENCE N 28'58'15' W FOR 11.49 fEET:
THENCE S59'52'32" W FOR 99.78 FEET:
THENCE S30'56'07" E FOR 62.41 FEET:
THENCE 5 54'27'20" W fOR 116.92 FEET TOA POINT ON A 290.00FOOT RADIUS CURVE.CONCAVE
NORTHEASTERLY.WHOSE CENTER BEARS N 55'53'24" E:
THENCE SOUTHEASTERLY.ALONG SAID CURVE.fOR 5.19 FEET WHILE CONSUMING A CENTRAL ANGLE
OF 1'01'29":
THENCE S54'51'55" W fOR 157.87 FEET:
THENCE S27'07'53" E FOR 13.72 FEET;
THENCE 533"04'50"E fOR 211.24 FEET;
THENCE S 16'28'42"EfOR 183.52 fEET TO THE POINT OF BEGINNING,
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PARCEL D
THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26.TOWNSHIP
30 NORTH,RANGE 5 EAST.W.M..LYING WESTERLY OF THE CENTERliNE OF PUGET SOUND POWER &
liGHT COMPANY BAKER RIVER TRANSMISSION liNE RIGHT OF WAYAND LYING NORTH OF THE
FOLLOWING DESCRIBED PARCEL:
THE SOUTH 12 ACRES OF SAID NORTHEAST QUARTER OF THE SOUTHEAST QUARTER LYING WEST OF SAID
CENTERliNE OF SAID TRANSMISSION LINE RIGHT OF WAYAND WEST OF THE WEST liNE OF THE
SNOHOMISH COUNTY P.U.D.NO.1 SUB-STATION TRACT.AND LYING NORTH OF THE NORTH MARGINOF
HICKOCKROAD (64TH ST.N.E.I.
"
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