HomeMy WebLinkAboutLA 9209170630 LA-91-002
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Assessment District 92-02
Smug WA ISMS
Project Numbers W-1065
LATECOMERS AGREEMENT
THIS AGREEMENT made and entered into this 25th day of August, 1992, by and
between the CITY OF RENTON, hereinafter referred to as "CITY," and Southgate
Office Plaza II & III Limited Partnerships hereinafter referred to as "DEVELOPER";
Southgate Office Plaza II&III Limited Partnerships,
Vyzis Company, Managing General Partner
3605 132nd Ave SE Suite 300
Bellevue, WA 98006
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C"7 WHEREAS, the 'DEVELOPER" is desirous of installing certain water systems, sanitary
O sewer systems, storm water drainage systems, and/or street improvements including
signalization and lighting, and appurtenances thereto at, near, or within the
O hereinbelow described property and to connect same to the "CITY'S" utility or road
t7T system(s) so that such improvements will constitute an integral part thereof; and
WHEREAS, no other property owners or users are presently available to share in the
cost and expense of construction of such improvements, and the parties hereto
having in mind the provisions and terms of the "Municipal Water and Sewer Facilities
Act" (RCW 35.91.020 et seq) and street latecomers' legislation (RCW 35.72.010 et
seq); and
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WHEREAS, the "DEVELOPER" is willing to pay all the costs and expenses for the
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installation of said improvements;
NOW, THEREFORE, IT IS HEREBY AGREED AND COVENANTED BY AND BETWEEN
THE AFORESAID PARTIES AS FOLLOWS:
g1. The "DEVELOPER" hereby acknowledges and covenants that he is the owner of
the following described property, abutting said improvements, to wit;
Parcels 2 and 3, as described and recorded on the Record of Survey for Vyzis Co.,
King County Rec. #9011079001
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n; See Exhibit "A"
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and the 'DEVELOPER" hereby agrees and covenants to cause to have installed the
following described improvements, to-wit:
o,
LATECOMER'S AGREEMENT- 1
92-398.DOC/AMH/bh
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Street improvements (subgrade, asphalt surfacing, and concrete curb, gutter,
sidewalk and street lighting) storm drainage and water line on SW 19th Street
from Lind Ave SW to Westerly entrance of VYZIS (Southgate Office Plaza) a
distance of 650 feet with the water line extending on to Raymond Ave. SW. The
above street improvements include all appurtenances.
and such installation to be made in full compliance with all applicable codes and
regulations of the "CITY." The "DEVELOPER"further covenants and warrants that
all expenses and claims in connection with the construction and installation of
the aforesaid improvements, whether for labor or materials or both have been or
will be paid in full, all at the "DEVELOPER'S" expense, and the "DEVELOPER"
covenants and agrees to hold the "CITY"harmless from any liability in connection
therewith.
2. See Exhibit "B" attached hereto for the legal description of the lands affected by
this latecomer agreement, and see Exhibit "C" attached hereto for the map
showing in outline the land affected by such additional charges per the terms of
this agreement. The "Developer" further certifies that the total cost of said
construction as hereinabove specified is delineated on attached Exhibit "D".
OThe total amount of the cost of said improvement shall be employed to
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S determine the pro rata reimbursement to the "DEVELOPER" by any owner of real
estate who did not contribute to the original cost of such improvement, and who
subsequently wishes to tap into or hookup to or use said facilities, which tap or
hookup shall include connections to laterals or branches connecting thereto, all
subject to the laws and ordinances of the "CITY" and the provisions of this
Agreement.
THE METHOD OF DETERMINING LATECOMER PAYMENT
SHALL BE AS FOLLOWS:
Sum of one half the water line installation, plus roadway improvement
and storm drainage improvement differences between the cost of 650
feet of full roadway and 1010 feet of one-half road way improvements.
Methodology used to spread the cost over the benefiting property per
cost summary sheet labeled Exhibit"D".
THE PRO RATA COST PER PROPERTY IS $48,469.00.
LATECOMERS AGREEMENT-2
92-398.DOC/AMH/bh
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BASIS FOR ACTIVIATION OF THE LATECOMER CHARGE:
A. Water Improvements:
1) Connection into the extended water main along SW 19th Street
between Lind Avenue SW and Raymond Avenue SW by north side
property owner will activate $25,923.50 latecomer charge.
B. Street And Stormwater Improvements:
1) Voluntary use of SW 19th Street by north side property owner which
includes, but not limited to curb cuts, driveway entrance changes will
activate $22,545.50 latecomer charge.
or
2) Building permit application in excess of$25,000 [per code 4-24-3(A)e]
and determination by the City that the project is of sufficient
magnitude to require improvements along SW 19th Street will activate
$22,545.50 latecomer charge.
3. It is hereby found and determined that the construction and installation of said
aforedescribed improvement is in the public interest.
4. The "DEVELOPER" hereby agrees and covenants to convey, transfer, and assign
Ounto the "CITY" all rights, interest and title in and to said improvements and all
appurtenances and accessories thereto, free from any claim and encumbrance of
!� any party whomsoever; "CITY" agrees to accept and maintain said improvement
Crs as part of its present system upon approval thereof by the City Engineer and after
N inspection of said construction. The "DEVELOPER" further agrees and covenants
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to execute and to deliver unto the "CITY" any and all documents including Quit
Claim Deeds and Bills of Sale that may reasonably be necessary to fully vest title
in the "CITY" and to effectuate this conveyance and transfer. The "DEVELOPER"
further agrees and covenants to pay unto the "CITY" such service charges or
other charges as may be imposed by the "CITY" for use of the improvements for
which this agreement is granted.
5. The "CITY" reserves the right, without affecting the validity or terms of this
Agreement, to make or cause to be made extensions to or additions of the above
improvement and to allow service connections to be made to said extensions or
additions, without liability on the part of the "CITY".
6. No person, firm, or corporation shall be granted a permit to use or be authorized
to tap into the facility during the period of Ten (10) years from date hereof,
without first paying unto the "CITY", in addition to any and all other costs, fees,
and charges made or assessed for each tap, or for the main facilities constructed
in connection therewith, or for street, signalization, and lighting improvements,
LATECOMERS AGREEMENT-3
92-398.DOC/AMH/bh
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the amount required by the provisions of this contract except such charges shall
not apply to any extension of the main facility. All amounts so received by the
"CITY" shall be paid out by it unto the "DEVELOPER" under the terms of this
agreement within thirty(30) days after receipt thereof, less a 15% processing fee.
Furthermore, in case any tap, hookup, or connection is made into any such
contracted facility without such payment having been first made, the legislative
body of the "CITY" may cause to have removed such unauthorized tap, hookup,
or connection, and all connections or related accessories located in the facility or
right-of-way, and dispose of such unauthorized material so removed, without any
liability on the part of the "CITY" whatever. It is further agreed, and covenanted
that upon expiration of the terms of this Agreement; to wit: Ten (10) years from
date hereof, plus extension if granted by City Council, "CITY" shall be under no
further obligation to collect or make any further sums unto the "DEVELOPER."
The decision of the Administrator of the Planning/Building/Public Works
Department or his/her authorized representative in determining or computing
the amount due from any benefited owner who wishes to hookup to such
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ti improvement shall be final and conclusive in all respects.
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7. It is further agreed and understood that the aforedescribed improvements to be
tT undertaken and paid for by "DEVELOPER" have been or are about to be
connected with the utilities/transportation systems of the "CITY", and upon such
connection and acceptance by the "CITY" through its legislative body, said
extension and/or improvement shall be and become a part of the municipal
utilities or transportation systems.
8. This Agreement shall be placed for record with the King County Auditor's Office
within thirty(30) days of final execution of the agreement.
9. Before the "CITY" will collect any latecomer's fee, the "DEVELOPER" will transfer
title to all of the improvements under the latecomer's agreement to the "CITY."
the "DEVELOPER" will also assign to the "CITY" the benefit and right to the
latecomer's fee should the "CITY" be unable to locate the "DEVELOPER" to tender
any latecomer's fee that the "CITY" has received. The "DEVELOPER" shall be
responsible for keeping the "CITY" informed of its correct mailing address.
Should the "CITY" be unable to locate the "DEVELOPER" in order to deliver a
latecomer's fee, the "CITY" shall undertake an independent investigation to
determine the location of the "DEVELOPER". Should the "CITY," after a good
LATECOMERS AGREEMENT-4
92-398.DOC/AMH/bh
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faith attempt to locate the "DEVELOPER" be unable to do so, the latecomer's fee
shall be placed in the Special Deposit Fund held by the "CITY" for two years. At
any time within the two year period the "DEVELOPER" may receive the
latecomer's fee, without interest, by applying to the "CITY" for that latecomer's
fee. After the expiration of the two year period, all rights of the "DEVELOPER"to
that fee shall expire, and the "CITY" shall be deemed to be the owner of those
funds.
10. When the "CITY" has received the funds for a latecomer's fee, it will forward that
fee to the "DEVELOPER" within thirty (30) days of receipt of the funds. Funds
received by negotiable instrument, such as a check, will be deemed received ten
(10) days after delivery to the "CITY". Should the "CITY" fail to forward the
latecomer's fee to the "DEVELOPER" through the "CITY'S" sole negligence, then
the "CITY" shall pay the "DEVELOPER" interest on those monies at the rate of
interest specified in City Code Section 3-241 (B). However, should the
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"DEVELOPER" not keep the "CITY" informed of its current correct mailing
0 address, or should the "DEVELOPER" otherwise be negligent and thus contribute
to the failure of the "CITY" to pay over the latecomer's fee, then no interest shall
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accrue on late payment of the latecomer's fee.
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11. When authorized by the City Council, a latecomer's agreement can be extended
for a period of up to five years. The extension will be granted upon written
request for such extension made by the "DEVELOPER" prior to the expiration of
the agreement. The latecomer's agreement will expire at the end of the ten year
period of item or, if extended, at the end of the extended period of time, but in
no event shall the latecomers agreement be of more than 15 years in duration.
12. By instituting the latecomer's agreement the "CITY" does not agree to assume any
responsibility to enforce the latecomer's agreement. The assessment roll will be
a matter of public record and will serve as a notice to the owners of the potential
assessment should connection to the improvements be made. The "DEVELOPER"
has responsibility to monitor those parties connecting to the improvement.
Should the "CITY" become aware of such a connection, it will use its best efforts
to collect the latecomer's fee, but shall not incur any liability should it
inadvertently fail to collect the latecomer's fee.
LATECOMER'S AGREEMENT-5
92-398.DOC/AMH/bh
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Dated this day of AganelLe41 ,19�.
CITY illi NTON DEVELOPER 61 T ,,j '
By: ._ .. �. i . ,_►_, _ By: v 1(C tQ P1N3a _ i.....„,4i.....„,4t'o+ kkt4- '4,f
Mayor 014 COONekk 4 A t.Q.11qV4 .- 41'-6494.p
1111
By: / .,i A By: Ai .:
City �� `, 1 ev c� i>. IY ‘NeAtail P.
CITY OF RENTON DEVELOPER
STATE OF WASHINGTON ) STATE OF WASHINGTON )
) ss ) ss
COUNTY OF KING ) COUNTY OF KING )
On this
_*NN day of 5 19E, On this day personally appeared before
before me personallya ear me � k . .J ua i €K 2e..w Cse- Ute- (3) O.
Yo r` 0 jmr and'4V 'r �n Ne +, to 1 v s C,ar,.fL--.J toe-42.4...Q./94-
‘e wn to be the INia. and (G ntor/s)to me known to be the
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et -of the mil#iicipal individual(s)described in and who
CO corporation that executed the within executed the within and foregoing
'`D and foregoing instrument, and ins rument, and acknowledged that
r0— acknowledged said instrument to be the -signed the same as 4-{ -
—
free and voluntary act and deed of said free and voluntary act and deed for the
aN
municipal corporation for the uses and uses and purposes therein mentioned.
S purposes therein mentioned, and on Given under my h nd and official seal
oath stated that he/she was authorized this ?day of Iiii... -, 19j?---
to execute said instrument and that the
seal affixed is the corporate seal of said .) AB
:E,
municipal corporation. Sign.%ure of Office r Official Seal
IN WITNESS WHEREOF, I have hereunto i-
set my hand and affixed my official seal Notary Public in and for the State of
the day and year first above written. Washington, residing at
My appointment expires: .5. S- ' 6'
Signature&Title of Officer
l , Y
' `- arY Public 0.Nota Public ' d for th ate of �A i;NGTON trY
Ei.........
`o iWashington, residing at vk Cv1LA moi+Expires MAY 25.1996 I
My appointment expires:CW vA. 1
LATECOMER'S AGREEMENT-6
92-398.DOC/AMH/bh
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9209170 30
g GOVT LOT 4, S.W. I/4, SEC.19, T.23N., R.5 E., W.M. .. •
y KING. COUNTY, WASHINGTON
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ISH
J LEGAL DESCRIPTION:
• PARCEL I PARCEL 3
•
• THAT PARCEL DESCRIBED IN QUIT CLAIM DEED RECORDING NUMBER 8612161571 RECORDS OF KING THE SOUTHWEST QUARTER OF THE so(rnHWFSr QUARTER OF SECTION 29,TOWNSHIP 23 NORTH.
COUNTY AS FOLLOWS: RANGE S EAST W.M..IN KING COMM,WASHINGTON;
THAT PORTION OF THE'SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 19, EXCEPT THE EAST 40 FEET THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO.
TOWNSHIP 23 NORTH.RANGE S EAST W.M.,IN @7G COUNTY.WASHINGTON DESCRIBED AS FOLLOWS: 547917 FOR L IND AVENUE S.W.;
BEGINNING AT A POINT ON THE sour},LINE OF THE SAID SOUTHWEST QUARTER OF THE SOUTHWEST AND EXCEPT PORTION CONVEYED TO THE CRY OF RENTON FOR ROAD PURPOSES BY RECORDING NO. •
QUARTER WHICH IS NORTH 89'SI'55'WEST 40.01 FEET FROM THE SOUTHEAST CORNER THEREOF: 6206090161;
THENCE CONTINUING NORTH 89.51'55'WEST ALONG SAID SOUTH LINE 547.00 FEET;THENCE NORTH
Ode IB'05'EAST 507.31 FEET TO A POINT ON A NON TANGENT CURVE FROM WHICH THE RADIAL AND E7CCEPT THAT PORTION DESCRIBED IN QUIT CLAIM DEED RECORDING NUMBER 8612161573
CENTER BEARS NORTH TT 35'32'EAST 140.0FEET;TIEIMCE NORTHWESTERLY.NORTHEASTERLY AND RECORDS OF KING COUNTY AS FOLLOWS: '
SOUTHEASTERLY ALONG THE ARC OF SAID NON TANGENT CURVE CONCAVE TO THE SOUTHEAST,
THROUGH A CENTRAL ANGLE OF 233'51'39',AN ARC DISTANCE OF 376.]2 FEET; BEGINNING AT A POINT ON THE SOUTH LINE OF THE SAID SOUTHWEST QUARTER OF THE SOUTHWEST
THENCE SOUTH/5'39'35'EAST ALONG A NON-TANGENT LINE 365.14 FEET TO A POINT ON THE WEST QUARTER WHICH IS NORTH s9°II'35'WEST 40.01 FEET FROM THE SOUTHEAST CORNER THEREOF:
LINE OF THE EAST 40.00 FEET OF THE SAID SOUTHWEST QUARTERTHENCE CONTINUING NORTH 89"5I'55 WEST ALANO SAID SOUTH LINE 547.00 FEET:THENCE NORTH
THENCE SOUTH 01.20'25'WEST ALONG SAID WEST LINE 673.16 FEET TO THE POINT OF BEGINNING; 85e 08'O'EAST 507.38 FEET TO A POINT ON A NON-TANGENT CURVE FROM WHICH THE RADIAL
CENTER BEARS NORTH 15735'32'EAST 140.00 FEET;THENCE NORTHWESTERLY.NORTHEASTERLY AND
• SOUTHEASTERLY ALONG THE ARC OF SAID NON-TANGENT CURVE CONCAVE TO THE SOUTHEAST,
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THROUGH A CENTRAL ANGLE OF 235 51'39'.AN ARC DISTANCE OF 576.32 FEET:
THENCE SOUTH 55°39'35'EAST ALONG A NON-TANGENT LINE 385.14 FEET TO A POINT ON THE WEST
LINE OF THE EAST 40.03 FEET OF THE SAID SOUTHWEST QUARTER;
THENCE SOUTH 01.20'25'WEST ALONG SAID WEST LINE 673.16 FEET TO THE POINT OF BEGINNING. 4
PARCEL 2 AND EXCET T THE FOLLOWING DESCRIBED PARCEL w
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THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 19.
TOWNSHIP 23 NORTH.RANGES EAST,W.M.IN KING COUNTY,WASHINGTON.DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER OF TB SOUTHWEST
QUARTER ALSO BEING THE INTERSECTION OF THE WEST LINE OF SAID SUBDIVISION AND THE I
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COMM NC NG AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST CENTERLINE OF S.W.19TH STREET;THENCE,SOUTH 00e 457 35'WEST ALONG SAID WEST LINE A Ir
QUARTER ALSO BEING THE INTERSECTION OF THE WEST LINE OF SAID SUBDIVISION AND THE DISTANCE OF 30.00 FEET TO A PONT ON THE SOUTHERLY MARGIN OF SAID S.W. 19TH STREET:
(EINTERUNE OF S.W.19TH STREET;THENCE.SOUTH 00°47'38'WEST ALONG SAID WEST LINE A THENCE,SOUTH 59e 48'50'EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 211.73 FEET TO
DISTANCE OF 30.00 FEET TO A PONT ON THE SOUTHERLY MARGIN OF SAID S.W. 19TH STREET: THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND:THENCE,CONTINUING
THENCE,SOUTH 89'48'50'EAST ALONG SAID SOUTHERLY MARGIN A INSTANCE OF 211.73 FEET TO SOUTH 89°48'50'EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 707.16 FEET TO A POINT ON
THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND;THENCE,CONTINUING- A CURVE TO THE RIGHT,THE CENTER OF WHICH BEARS SOUTH Oe I I'10'WEST,HAVING A RADIUS
SOUTH 89.48'50'EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 707.85 FEET TO A POINT ON OF 55.85 FEET;THENCE,SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
A CURVE TO THE RIGHT,THE CENTER OF WHICH BEARS SOUTH 0°II'10'WEST,HAVING A RADIUS ANGLE OF 91'09'04',AN ARC LENGTH OF 8730 FEET TO A POINT ON THE WESTERLY MARGIN OF LIND
OF 555.85 FEET;THENCE,SOUTHEASTERLY AIGNG THE ARC OF SAID CURVE THROUGH A CENTRAL AVENUE S.W.;THENCE,SOUTH 01.20'14'WEST ALONG SAID WESTERLY MARGIN A DISTANCE OF
ANGLE OF 91'09'04'.AN ARC LENGTH OF 187.50 FEET TO A POINT ON THE WESTERLY MARGIN OF LITND 570.04 FEET:THENCE,FOR THE NEXT'TWO COURSES ALONG THE NORTHERLY BOUNDARY OF THE ,
AVENUE S.W.;THENCE,SOUTH OI'20'14'WEST ALONG SAID WESTERLY MARGIN A DISTANCE OF PARCEL RECORDED AS NUMBER 8612161573 RECORDS OF KONG COUNTY.NORTH 883 39'42'WEST A
570.04 FEET:THENNCE,FOR THE NEXT TWO COURSES ALONG THE NORTHERLY BOUNDARY OF THE DISTANCE OF 385.13 FEET TO A PONT ON A CURVE TO THE LST.THE CENTER OF WHICH BEARS
PARCEL RECORDED AS NUMBER 8612161573 RECORDS OF KING COUNTY,NORTH 85''39'42'WEST A SOUTH 7'3"257 04'WEST,HAVING A RADIUS OF 140.00 FEET;THENCE,NORTHWESTERLY.WESTERLY
DISTANCE OF 365.13 FEET TO A POINT ON A CURVE TO THE LEFT.7HE CENTER OF WHICH BEARS AND SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL.ANGLE OF 1157 09'3I',AN ARC
SOUTH 73.27'04'WEST,HAVING A RADIUS OF 140.00 FEET;THENCE.NORTHWESTERLY,WESTERLY LENGTH OF 286.27 FEET;THENCE NORTH 43'42'27'WEST A DISTANCE OF 196.64 FEET:THENCE NORTH
AND SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF I IT 09'31',AN ARC 00°20'18'EAST A DISTANCE OF 416.00 FEET TO THE POINT OF BEGINNING.
LENGTH OF 28637 FEET;THENCE NORTH 43'42'27'WEST A DISTANCE OF 196.64 FEET;THENCE NORTH
00'20'18'EAST A DISTANCE OF 416.00 FEET TO TICE POINT OF BEGINNING.
•
Horton Dennis & Associates, Inc. SURVEYORS CERTIFICATE RECORD OF SURVEY
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4. ,..0, R.140.00' • '<oV ., Cl) THIS SURVEY WAS ISEPARED TO CORRECT RECORD OF
or
I.L•28627' I. SURVEY NUMBER 9001199014 RECORDS OF KING COUNTY.
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9 _ _ MOO SD 0 CO 20o PARCEL 11S INTENDED TO RETRACE THE PARCEL RECORDED tt
A•.Ne•42'08- ] T 1 AS NUM ER 8612161573 RECORDS OF KING COUNTY.
R:140.00• 4. % S.W.S21 S I ST. SCALE IN FEET-^
n L•290.03' .'S o0�1• oci -- S 88.39.42"E 38513•(IAEA/ , 1"a IW PARCEL 2 LS INTENDED TO DESCRIBE THE PARCEL 11h..��JJ�.��yy1
9 P :'16 2T°%f '" S 5573s•9 4 38514'(Ll`GA _ �• WASHINGTON COORDINATE SYSTEM,4: 1tECORDEDAS MTMBFJt90°81613%RECORDED KING COU NI"Y.
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Q. h N%��I W (y� NORTH ZONE,IKCAS) PAAgqCII. 3 LS INTENDED TO DESCRIBE THE PARCEL p"q
V W�- RECORDED AS NUMBER 9010090984 RECORDS OF KONG f..j
a JOI = Q COUNTY.
P,, • o,,,i4 a N SURVEY NOTE •
j* /d SEE BK.30 OF KING COUNTY SURVEYS
PARCEL I •o PG.
8 PARCEL 3 =ii `W 9.39 Ac.± - s.y.r.a�.9oo/199GM Shaw on '
9.56 Ac.± • Existing Parcel W a• r,,,w,y THE LOCXETON AND DESCRIPTION OF ALL SURVEY MARKERS
'16.67°SO.FT., Rec.8 8612161573 J? a ___ ......d SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS
409.040 50.FT,s 1O'�
Z -.- •) TAKEN DURING NOVEMBER AND DECEMBER.1989.AND
'a n n 6.73'
1 10V041711990 UNLESS OTHERWISE INDICATED.
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_ _ • s.1 THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE
)Ii
,m PERFORMANCE OF THS SURVEY IS THE TOPCON GTS-3B.
ALL.Mawr MEASUREMENT EQUIPMENT HT13-12E0 IZ HAS
tin ;3 v BEEN COMPARED TO AND ADIUSTED AGAINST A NATIONAL
Bowsaw,•••shown on 7N. GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE ,
N•' SCo4 ..d R. •86/216/573 PREVIOUS ONE YEAR
'o .
41 N THE RELATIVE LOCATION OF ALL SURVEY MONUMENTS AND
W W.
zm.n o P MARKERS SHOWN HERE ARE BASED ON A CLOSED LOOP
n o Of en FIELD TRAVERSE. THE LINEAR ERROR OF CLOSURE,AFTER
, oo ADJUSTMENT OF ANGLES.S EQUAL TO I PART IN 30.000.
THE METHOD OF ADJUSTMENT USED WAS COMPASS
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ADJUSTMENT' E
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FD.4 CQNC,MON.
SET H.D.A.ROAR 8 CAP AT • /N 74'51 12 E LEGETO
SE.PROPERTY CORNER °J2
4. 11F BE.IRING • $41 Rees.ad Cm
SW.SIMMER SEC 19 FD OUST:3A4 PIPE a PULSTIC _ KCAS e•s•ro B.1...n IM Sw.Ca+..r and p Fa,nd Rees..e Cm
F0.2 STEEL PIPE w/ CAP 09 SE FROM PROP. COR ICC S 1/4**9 60.5.</9,723+1 R5E and * Rand A,p•.n•..f m a..a,wa
PIPE CAP PUNCHED-,-
2.2
LLS,8195 �16 COR.
22 ABOVE GROUND WA
CONC
4 FROM SLOUGH WATER EDGE. ' N 89.52'02"W 547,00'(MEA) /MON.
...
-' 416.a r -.��•�' _ N B9.51'S5'W 547.00•(LEGAU
-- 1,003 42. N 89.52'02 W _ .
rHorton Dennis do Associates, Inc. SURVEYORS CERTIFICATE RECORD OF SURVEY RECORDER'S CERTIFICATE ooc•/0”0,900,
f Consuning Engineers 0a .c f TM. «..rr.a..a fOT 0.005 .toed rn< a , a, a .
J o nWdllp 9 90
p" d• V,'P .der my dF.ctIOa In<enlern..e•*118 Ike n Boo. 16 al s .,qe 243
KIRKLAND, WASHINGTON M. '
r.q&r.m.nls of rw.S.r..y R•<o.' q A<I.1 Ih• f
'4,,,
�.• ! r.4,,.n 51 VYSIS CO.PYfT Y7 C a, ,ne.ed•en w .10470, 0E0..9 8 4SSOCI•7(5. in
0,o.a 6,PCL 0a le OCTOBER 30, 990 Joo no. 8614.01 J' 'rsi -"•..I 50 -,c-,-.
<" V 1 L�1 S CO. DIV 1410, 00 0500000 0 `1EC 11000
"AL LOC' ■�- OCTOBER,1990
Cnec.,0 B, RSC S<on I"a MOO' rn sow, 1 al 2 w..__,. . -
C.rlil•<af•Na
•
EXHIBIT B
FINAL ASSESSMENT ROLL
NOTICE OF ADDITIONAL WATER OR SEWER
FACILITY TAP OR CONNECTION CHARGES
REQUIRED BY RCW 65.08.17 (3)
(RCW 35.92.025)
MUNICIPALITY - CITY OF RENTON
ADDITIONAL TAP OR Vyzis Company/Southgate Office Plaza, Water Storm
CONNECTION CHARGE PER Water and street Improvement Latecomer Agreement
PROJECT NO.: W-1065, S-534
RECIPIENT: Vyzis Company, Stonehenge II Limited Partnership
BRIEF PROJECT DESCRIPTION: Installation of 110 feet of 6" and 767 feet of 8"
watermain, 105 feet of 8" and 532 feet of 12" storm
water line and 663 feet of street improvements and
all appurtenances
TOTAL ASSESSMENT COST: $48,469.00
G TOTAL ASSESSMENT CALCULATION: See attached summary sheet
N
Q" If there is any y question regarding the paid or unpaid status of the following
S assessments, please call the City of Renton, Property Management at 235-2631.
Ownership Legal Description Assessment or
Additional Charge
Parcel No. 1 King County Tax Acct. #334040-4000
Boeing Company POR. 24-31
GSIC Realty HILLMANS EARLINGTON GARDENS #1 Water: $25,923.50
Box 3707 M/S 1 F09 LOT 4 CITY OF RENTON SP#431-79
Seattle, WA 98124 REC AF #8002269013 SD SP Storm Water: $11,978.00
OAF-ALL OF VAC BLKS 24 &31
&VAC VALENTINE AVE BET SD Street Improvements: $10,567.50
BLKS OF SD SUBD LY S OF S
MGN OF SW 16TH ST LESS STS
SUBTOTAL ASSESSMENT COST OF RECOVERY: $48,469.00
LESS 15% PROCESSING FEE DUE CITY OF RENTON: $-7,270.35
$1,000 CREDIT FOR DEPOSIT: $1 ,000.00
TOTAL LATECOMER FEE DUE DEVELOPER $42,198.65
91-435b:AMH:ps
LATECOMER'S AGREEMENT-9
92-398.DOC/AMH/bh
1 .
' . .
.4
•
--1:; EXHIBIT C
0 (
. .
.
7 .-J,,-. ; 7.19 5 1 I 0
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I 1 1: o/01,1 GS,
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LATECOMER BOLII•IDARY 1 \
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2. .. .. . •••''.... REN SP 431-79:-8O02 /3
,
t:;•'!" 1::.::..:4:::::.1.:.%:::*:::::.:::::::::4:::::*:::;:;:* ::.::. 44
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ST.51.,s.s9 I" eftp,12-5A: SW 19th STREET
fri.C4G00,41'SO' . .,.:. .-1,.- .1',',..' ,: 4 fir-::''''
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SOUTUGATE OFFICE PLAZA":-,: i'a.: °.-6-.,:•';'.
DEVELOPER'S PROPERTY i:' S 'AT-:-:---.?•;14''',4.›:, •
•,97,,...V.,--?••377.,.. . ,,4'..04.• ,:.,
7,. •••,,, ....a-,int,s,
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by ., . ..-.•,-.• •,k,,:--J,,ip,v4,,,,•••,kim.:,,,41,0,I '---i ter.!-;
• PARCEL 2 '.•: ,:' ;IktWiTIV•m't ,`:•1;:c,--1111-: 1 4.w..,
- . :.2-,:T.-tfcra,.;,-;.. •l'$,:, :.:0.-.;,'; '-
9.95 Ac433550 50 FT
, • .:-- ,----,-..-- ...-..----44'1'.....Aiii;- '=..!.ri. 4--,,,,- -rtit.177,. •
_::....---.:'-': :::•-: •'':-•?'.'"7-'`it' '"'-.1. •••4" i'''.A.;..ill': ..701-Ltc. ,
, : ,:,,,,,,,,,,,,: - :• RECORDER'S CERTIFICATE REC.•900079001','_`54%'...f,f4V;t'.1.03•'.1‘,•, ."7,',''r••7:‘;-:':-
....,,,.....„.,..v.„:":4,•...jig'VA!,'.'1' '!!-•'•24,,,,,,-..
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' \- PARCEL 3
•-.-;:1-;_•-:..... • ,,-- -z--,-,--:ii - ----:-: :•-••--'1,-:-"A '•Of,••••ir10"4,--
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e6.670 SO.FT.! ''' . ‘2. " . 'SA9-39..././L4...:',:.' :,. ...3. ip
,...
`-:_,•:,:' •=r, . :,. ,.,,. ) . j.tz '•':', W2I4*-'ttlir:t:::
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.., 1 :i,;.i_•,;-:. ,• :,_:0-';!:'• LATECOMER M1kP-;•-_,:-.'• •,.:,i':,..
.
\ i_9.39 Ac_± , -.:-A ":'-'•: -. SOUTHGATE OFFICE PLAZA
Rec.# 8612 -.;
161573 . , .-.:' , VYZIS COMPANY
. I SO FT SW 19th Street
LOCATION OF WATER, STORMWATER . .• -..f. .-'. between LIND Avenue SW
. .._
. •••-.--•-•,!..,:,•
- •-,..,,,,,, ii and Raymond Avenue SW.
• AND STREET IMPROVEMENTS —--
LATECOMERS AGREEMENT-10
92-398.DOC/AMH/bh
•
•
•
EXHIBIT D
SUMMARY OF
ROADWAY, STORM DRAINAGE, AND WATER ITEMS
WATER
JUSTIFIED LATECOMERS: $ 25,923.50
TOTAL: $51,847.00
BENEFITTING PROPERTIES:
1) Applicant (Vyzis Southgate), full frontage,
south side of SW 19th Street, 1/2 pro rata share.
2) Lot #4 of REN SP 431-79-8002269013, full
frontage, north side of SW 19th Street,
1/2 pro rata share.
PROPOSED PRO RATA SHARE OF COST OF WATER
CD
IMPROVEMENTS TO BE BORNE BY BENEFITTING
O PROPERTIES: 1/2 X $51,847. = $25,923.50
STORM DRAINAGE:
JUSTIFIED LATECOMERS $11,978.00
N
ROADWAY ITEMS
JUSTIFIED LATECOMERS $10,567.50
TOTAL: $48,469.00
Prepared by: Gregg Zimmerman
Plan Review Supervisor
and
Clinton E. Morgan
Development Services (Transportation)
LATECOMERS AGREEMENT-11
92-398.DOC/AMH/bh
•
•
•
• Roadway, Storm Drainage, and Water Items
Page 2
SW 19TH STREET - LIND AVENUE SW TO RAYMOND AVENUE SW
(Roadway Items)
RE:
RECOMMENDED LATECOMERS AMOUNT FOR ITEMS LISTED ON SHEET 2
Proposed Construction Est. $ 64,795.00
1/2 Street Construction Est. ($54,227.50)
Justified Latecomers Amount: $ 10,567.50
Identified Latecomers Boundary for Roadway Items:
Lot #4 of REN SP 431-79-8002269013
SW 19TH STREET - LIND AVENUE SW TO WEST ENTRANCE
(650 Feet of Roadway Minus Sidewalk, North side)
1. 4" Asphalt Cl. B. 650 TN $34 $22,100
N
2. Curb and Gutter 1,380 LF $8.00 $1 1,040
OT
3. Sidewalk 7 Ft. Wide 502 SY $15.00 $7,530
4. Conc. Driveway 40 SY $25.00 $1,000
5. Pavement Markings 1 LS $2,000 $2,000
6. Street Lighting 4 EA $4,600 $18,400
7. Cleanup 1 LS $2,000 $2,000
8. Adjust Existing MH to Grade 2 EA $250 $500
9. Remove Existing Curb and 150 LF $1.50 $225
Gutter
Cost (Roadway Construction) $64,795
Note: No City Administrative Cost Included
LATECOMER'S AGREEMENT-12
92-398.DOC/AMH/bh
Roadway, Storm Drainage, and Water Items
Page 3
SW 19TH STREET - LIND AVENUE SW TO RAYMOND AVENUE SW
(1/2 Street Improvement Cost)
1. 4" Asphalt Cl. B 600 TN $34 $20,400
2. Curb and Gutter 1,012 LF $8 $8,096
3. Sidewalk 7 Ft. Wide 787.11 SY $15 $11,805
4. Concrete Drive 40 SY $25 $1,000
5. Pavement Markings 1 LS $1,557 $1,557
6. Street Lighting 2 EA $4,600 $9,200
7. Cleanup 1 LS $1,557 $1,557
8. Adjust Existing MH to Grade 2 EA $250. $500
9. Remove Existing Curb and 75 LF $1 .50 $1 12.50
Gutter
Co
$54,227.5
r--
O,
('4 Note: No City Administrative Cost Included
SW 19TH STREET - LIND AVENUE SW TO RAYMOND AVENUE SW
(Roadway Storm Drainage Items)
RE: $103,227
Proposed Construction Est.
1/2 Street Construction Est. $91 ,249
Justified Latecomer's Amount $11,978
Identified Latecomers Boundary for Roadway Storm Drainage Items:
Lot #4 of REN SP 431-79-8002269013
LATECOMER'S AGREEMENT-13
92-398.DOC/AMH/bh
•
Roadway, Storm Drainage, and Water Items
Page 4
SW 19TH STREET LIND AVENUE SW TO WEST ENTRANCE
(650 Ft. of Road Minus Sidewalk
North Side)
Mobilization 1 LS $3,000 $3,000
Survey/Staking 1 LS $4,000 $4,000
Stripping 800 CY $2.50 $2,000
Type I CB (Orig. 3) 4 EA $875 $3,500
Type IL CB (Orig. 0) 1 EA $975 $975
Type II CB (Orig. 3) 1 EA $1,500 $1 ,500
8" Dia. Pipe (Orig. 0) 105 LE $24 $2,520
12" Dia. Pipe (Orig. 215) 532 LF $26 $13,832
Crushed Rock Trench Backfill 650 TN $8.50 $5,525
Finish Grading 4,200 SY $1 $4,200
CO
12" Bankrun Gr. Cl. B 4,425 TN $1 1 $48,675
6" CSTC 1,000 TN $13.50 $13,500
O
N Cost Roadway Storm Drainage $103,227
tT
Note: No City Administrative Cost Included.
LATECOMER'S AGREEMENT-14
92-398.DOC/AMH/bh
Roadway, Storm Drainage, and Water Items
Page 5
SW 19TH STREET - LIND AVENUE SW TO RAYMOND AVENUE SW
1/2 Street Storm Drainage Cost
Mobilization 1 LS $2,335 $2,335
Survey/Staking 1 LS $3,114 $3,114
Stripping 623 CY $2.50 $1,557.50
Type I CB (Orig. 3) 3 EA $875 $2,625
Type IL CB (Orig. 0) 1 EA $975 $975
Type II CB (Orig. 3) 1 EA $1,500 $1,500
8" Dia. Pipe (Orig. 0) 83 LF $24 $1,992
C")
12" Dia. Pipe (Orig. 215) 805 LF $26 $20,930
Q Crushed Rock Trench Backfill 534 TN $8.50 $4,539
Finish Grading 3,270 SY $1 $3,270
CU
tT 12" Bankrun Gr. Cl. B 3,445 TN $1 1 $37,895
6" CSTC 779 TN $13.50 $10,516.50
$91,249.00
91-320:CEM:ps
Attachments
LATECOMER'S AGREEMENT-15
92-398.DOC/AMH/bh