Hard File Scanned
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City of Yelm
PO Box479
Yelm, WA98597
(360) 458-8408
Fax:(360) 458-4348
SERVICE INVOICE
SERVICE FOR:
Thurston County recording fees for final plat Nisqually
Estates, Div I & II and Phase I
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INVOICE NUMBER 8228-1
ORDER NUMBER
TAX NUMBER
JOB DESCRIPTION Document Recording
DATE February 23, 1999
BILL TO.
Kirk Harr
Harr Family Homes
2205 116th Street South, Suite 200
. Tacoma, WA 98444
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I__~___~
DATE
SERVICE DESCRIPTION
AMOUNT
1 /22/99 See attached Thurston County Receipt #80892 1 653 00 653 00
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$653.00
TOTAL DUE
MAKE CHECKS PAYABLE TO.
City of Yelm
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I 0112211999' 10: 1eAM
) REC~IPT # 80892
I T H U R s''1''i 0 N CO U N T Y
I AUDITOR
I 0 L Y Ii P)l A, W A .
I '< ./
I FROM: CITY OF VELt!
I BV: MCCUI5R
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I DOC.: (MAPCOPY) CS-MAP COPIES ( llX17)
( DOCUMENT FEE: 168.00
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FILE NO.: 3206023
DOC.: (PC) PLAT CERTIFICATE
DOCUMENT FEE: 14.00
# Pgs : 7
FILE NO.: 3206024
DOC.: (PLAT) PLAT
DOCUMENT FEE:
<< Pg$ : 4
82.'00
FILE NO.: 3206025
DOC.: (PLAT) PLAT
DOCUMENT FEE:
II Pg$ : 4
82.00
J -.
DOC.; (MAPCOPY) CS-MAP COPIES (>11X17)
OOCUM'ENT FEE:l{>B. 00
FILE NO.: 3206026 J
DOC.: (COV) COVE~IANT
DOCW1ENT FEE: 40.00
<< Pg$ : 33
,.
"
FILE NO.: 3206027 # Pg$ : 35
DOC.: (AG~) AGREEMENT
DOCUMENT FEE: 42.00
FILE NO.: 3206030 } Pg$ : 4
DOC.: (AGR) AGREEMENT ~
DOCUMENT FEE: 11. 00
Fill NO.: 3206031 << F't;lS : 4
DOC.: (POAI POWER OF ATTORNEY
DOCUMENT FEE: 11.00
FILE NO.: 3206032 # F'gs : 2
DOC.: (AGR) AGREEMENT
DOCUMENT FEE: 9.00
FILE NO;": -3106033. jj Pgs : 2
DOC.: (MISC) MISCELLANEOUS
DOCUMENT FEE: 9.00
-1
FILE NO.: 3206034 II Pgs : 2
DOC.: (MISC) MISCELLANEOUS -,.
DOCUMENT FEE: 9. 00
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I DOC.: (COpy) CS-COPV FEES( dlX17)
I DOCUMENT FEE: 8.00
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! TOTAL RECORDING FEE -----}
~~tfooift . (Cri&~ef;mEj) -'.. <")
I AMOUNT (Cash) RECEIVED -'--->
! AMOUNT (M.O. I RECEIVED ----'
AMOUNT (Other) RECEIVED 't.___ ~
TOTAL DEFERRED FEE -----/
TOTAL NO CHARGE FEE ----->
0.00
0.00
653.130
~!Q' ;
0.00
0~-0fil
0.00
~HANGE --------; 0.00'"
Ch€'d l\'€'c€'i v€'d
*** RECEIPT ***
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FAX TRANSMISSION
To: hl/!c ~r
Fax #:( 2-5 '3) 5-31- / Z- r.l ~
From: ~tff7 /~ ~ !~r)2r-
Subject:
COMMENTS
**
CITY OF YELM
PO BOX 479 - 105 YELM AVE W
YELM WA 98597
360-458-3244
FAX. 360-458-4348
Date: 2-/8/ Vj c1
Pages: 2-, including this cover sheet.
,
If you do not receIve all copies or any copy is not legible, please call (360) 458-3244 as
soon as possible.
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RETURN ADDRESS
Please print neatly or type informat;
Document Title(s)
?LA '\
c~ i-t Fi'c.tkiL
Reference Numbers(s) of related documents
Additional Reference #'s on page_
Gran tor( S) (Last, First and Middle Initial)
\\6,-" ~'M.\\\I \0\.6'0'\-(''>1 \NC
Additional grantors on page_
Grantee( S) (Last, First and Middle Initial)
~ \ ~~ ~ ~ 'a \ \ (,
.
Additional grantees on page _
Legal Description (abbreviated form: i.e. lot, block, plat or section, township, range, quarter/quarter)
Q G...\tt\. S t\. +- \f) 0 ~ ~ \. V\ - 9,<6 - <i? ~ 0'0 '( \ ~e {" (j It e~ ~G. '^ vO r,j
\ "3 I \49 \.N\~et ~\\ e NoS, ~~~~~~1? Additional legal is on page /
Assessor's Property Tax Parcel/Account Number
d \ lJ6'l1300 d-l 7~S-\ \30 '-
Additional parcel #'s on page_
The Auditor/Recorder will relv on the information provided on this form. The staff will not read the document to
verify the accuracy or completeness of the indexing information provided herein.
1111111111111111111111
I'ITV C1F \-'ELM PC $14 es
3206023
P dqe 1 of :'
S 1 :'22, 1999 ~9 46A
Thurston Co' WA
SUBDIVISION GUARANTEE
SCHEDULE A
Order No
107049
Serial No
G-1103-0044
Dated
January 14, 1999 at 8:00 a.m.
Liability.
$1,000.00
Name of Assured:
Harr Family Homes, Inc., a Washington corporation
The assurances referred to on the face page are.
That, according to those public records which, under the recording laws, impart constructive notice
of matters relative to the following described real property.
Parcel A and B of Boundary Line Adjustment No. BLA-98-8203YL, recorded January 13,1999,
under File Nos. 3203716 and 3203725. In Thurston County, Washington.
Title to said real property is vested in.
Harr Family Homes, Inc., a Washington corporation
subject to the matters shown on the following page(s) under Exceptions, which Exceptions are not
necessarily shown in the order of their priority
SCHEDULE A
Page 1
PACIFIC NORTHWEST TITLE
INSURANCE COMPANY, INC.
Subdivision Guarantee
1\\\11\ \\1\\ 111'1 \\'111' '1'1' III \\\1\\1 III \\\11 1\~ ~t\ ~~~~i:~9:~6A
l~lTY ilF" YElM Pl
Order No
107049
SCHEDULE A (Continued)
EXCEPTIONS.
1 General taxes and assessments, if any, no search having been made thereof; also, taxes or
assessments which are not shown as existing liens by the records of any taxing authority that
levies taxes or assessments on real property or by the public records.
2. Unpatented mining claims; reservations or exceptions in the United States Patents or in Acts
authorizing the issuance thereof; water rights, claims or title to water
3 Title to any property beyond the lines of the real property expressly described herein, or title
to streets, roads, avenues, lanes, ways or waterways on which such real property abuts, or
the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement;
or any rights or easements therein unless such property, rights or easements are expressly
and specifically set forth in said description
4 Deed of Trust dated November 18, 1997, recorded December 2, 1997, under File No
3122731, to secure an indebtedness of $1,250,00000; and any interest, advances or other
obligations secured thereby;
Grantor' Harr Family Homes, Inc. a Washington corporation
Trustee. Commonwealth Land Title Company
Beneficiary' Cascade Bank
(Affects a portion of this property)
5 Deed of Trust dated November 17, 1997, recorded December 2, 1997, under File No
3122604, to secure an indebtedness of $360,000 00; and any interest, advances or other
obligations secured thereby;
Grantor Harr Family Homes, Inc., a Washington corporation
Trustee. Thurston County Title Company
Beneficiary' Steadman limited partnership number 1993, a
Washington Limited Partnership
(Affects a portion of said premises)
6 Deed of Trust dated February 27, 1998, recorded March 17, 1998, under File No 3141060,
to secure an indebtedness of $450,000 00; and any interest, advances or other obligations
secured thereby;
Grantor' Harr Family Homes, Inc., a Washington Corporation
Trustee. First American Title Company
Beneficiary' Mark J Carpenter and Linda C Carpenter
(Affects a portion of said premises)
7 Easement granted to Olympic Pipe Line COJTlpany for oil products pipeline, as recorded May
21, 1964, under Auditor's File No. 697559 (Affects Southeasterly boundary of premises)
Said easement was amended by instrument recorded October 19, 1998, under File No.
3185930
(continued)
SCHEDULE A
Page 2
PACIFIC NORTHWEST TITLE
INSURANCE COMPANY, INC.
Subdivision Guarantee
111111111111I11111111 II
I~ TTY i1F \HM PC $14 ~~
3206023
Page 3 elf ~
~ 1, '22, 1999 ~9 46A
Thl~rst. on Co' WA
SCHEDULE A (Continued)
Order No 107049
SPECIAL EXCEPTIONS'
8 Easement for ingress and egress over an existing 20-foot wide driveway, as reserved by
Delia Chambers in deed recorded August 3, 1970, under Auditor's File Nos. 826883 and
826884
9 Covenant to share the costs of maintaining jointly-used driveway and jointly-used well, and
covenant restricting the use of said well, all as recorded August 3, 1970, under Auditor's File
Nos. 826883 and 826884
10 Declaration of Boundary Line Adjustment and Covenants;
Recorded: December 11, 1991
File No. 9111120209
11 Mitigation Agreement between the Yelm Community Schools District No.2, Yelm, and Paul
Steadman, recorded June 21,1995, under Auditor's File No 9506210116
12. Mitigation Agreement between the Yelm Community Schools District No 2, and Mark
Carpenter, recorded August 21, 1995, under File No 9508210126
13 Declaration of Boundary Line Adjustment and Covenants;
Recorded: June 14, 1996
File No. 3035523
14 Terms and conditions of Basic Trail Permits between Harr Family Homes, Inc., and/or The
Homeowners Association of Nisqually Estates recorded December 7, 1998, under File Nos.
3196238, 3196239 and 3196240
15 Letter of Credit and Assignment from Harr Family Homes, Inc. to Columbia State Bank for
City of Yelm improvements. recorded January 11. 1999, under File Nos. 3203128 and
3203129
16 Declaration of Boundary Line Adjustment and Covenants;
Recorded: January 13, 1999
File No. 3203716
(Copy is hereto attached)
End of Schedule A Exceptions.
RC/nk
Page 3
PACIFIC NORTHWEST TITLE
INSURANCE COMPANY, INC
SCHEDULE A
Subdivision Guarantee
II 111I111111111I1111 II
rlTY n~ Y~I M PC $14 ~~
3206023
Page 4 of ~
~ 1, '22, ! 1999 ~9 468
TQllrstc1fI Co' WA
SUBDIVISION GUARANTEE
SCHEDULE A
Order No
107049
Serial No
G-1103-0044
Dated
January 14, 1999 at 8'00 a.m.
Liability'
$1,000.00
Name of Assured
Harr Family Homes, Inc., a Washington corporation
The assurances referred to on the face page are
That, according to those public records which, under the recording laws, impart constructive notice
of matters relative to the following described real property.
Parcel A and B of Boundary Line Adjustment No. BLA-98-8203YL, recorded January 13,1999,
under File Nos. 3203716 and 3203725. In Thurston County, Washington.
Title to said real property is vested in
Harr Family Homes, Inc., a Washington corporation
subject to the matters shown on the following page(s) under Exceptions, which Exceptions are not
necessarily shown in the order of their priority
SCHEDULE A
Page 1
PACIFIC NORTHWEST TITLE
INSURANCE COMPANY, INC
Subdivision Guarantee
11111111111111111111111
I'TTV C1F" VElJl PC $14 ~~
3206023
P C1ge 5 of :'
~ 1, '22, '1999 ~9 46A
Thw'st on Co i WA
Order No
107049
SCHEDULE A (Continued)
EXCEPTIONS
1 General taxes and assessments, if any, no search having been made thereof; also, taxes or
assessments which are not shown as existing liens by the records of any taxing authority that
levies taxes or assessments on real property or by the public records.
2. Unpatented mining claims, reservations or exceptions in the United States Patents or in Acts
authorizing the issuance thereof; water rights, claims or title to water
3 Title to any property beyond the lines of the real property expressly described herein, or title
to streets, roads, avenues, lanes, ways or waterways on which such real property abuts, or
the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement;
or any rights or easements therein unless such property, rights or easements are expressly
and specifically set forth in said description
4 Deed of Trust dated November 18, 1997, recorded December 2, 1997, under File No
3122731, to secure an indebtedness of $1,250,00000; and any interest, advances or other
obligations secured thereby;
Grantor. Harr Family Homes, Inc a Washington corporation
Trustee Commonwealth Land Title Company
Beneficiary Cascade Bank
(Affects a portion of this property)
5
Deed of Trust dated November 17,
3122604, to secure an indebtedness
obligations secured thereby;
Grantor.
Trustee
Beneficiary.
1997, recorded December 2, 1997, under File No
of $360,000 00; and any interest, advances or other
Harr Family Homes, Inc., a Washington corporation
Thurston County Title Company
Steadman limited partnership number 1993, a
Washington Limited Partnership
(Affects a portion of said premises)
6 Deed of Trust dated February 27, 1998, recorded March 17, 1998, under File No 3141060,
to secure an indebtedness of $450,000 00; and any interest, advances or other obligations
secured thereby;
Grantor Harr Family Homes, Inc , a Washington Corporation
Trustee. First American Title Company
Beneficiary Mark J Carpenter and Linda C Carpenter
(Affects a portion of said premises)
7 Easement granted to Olympic Pipe Line Company for oil products pipeline, as recorded May
21, 1964, under Auditor's File No 697559 (Affects Southeasterly boundary of premises)
Said easement was amended by instrument recorded October 19, 1998, under File No
3185930
(continued)
SCHEDULE A
Page 2
PACIFIC NORTHWEST TITLE
INSURANCE COMPANY, INC.
Subdivision Guarantee
11111I111111I11111111111
em' OF VEL~l PC $14 ~~
3206023
P<tge 8 elf ~
81,!22, 1999 89 48A
Thurston Co' WA
SCHEDULE A (Continued)
Order No 107049
SPECIAL EXCEPTIONS
8 Easement for ingress and egress over an existing 20-foot wide driveway, as reserved by
Delia Chambers in deed recorded August 3, 1970, under Auditor's File Nos. 826883 and
826884
9 Covenant to share the costs of maintaining jointly-used driveway and jointly-used well, and
covenant restricting the use of said well, all as recorded August 3, 1970, under Auditor's File
Nos 826883 and 826884
10 Declaration- of Boundary Line Adjustment and Covenants,
Recorded December 11, 1991
File No 9111120209
11 Mitigation Agreement between the Yelm Community Schools District No 2, Yelm, and Paul
Steadman, recorded June 21, 1995, under Auditor's File No 9506210116
12. Mitigation Agreement between the Yelm Community Schools District No 2, and Mark
Carpenter, recorded August 21, 1995, under File No 9508210126
13 Declaration of Boundary Line Adjustment and Covenants,
Recorded June 14, 1996
File No 3035523
14 Terms and conditions of Basic Trail Permits between Harr Family Homes, Inc, and/or The
Homeowners Association of Nisqually Estates recorded December 7, 1998, under File Nos
3196238, 3196239 and 3196240
15 Letter of Credit and Assignment from Harr Family Homes, Inc. to Columbia State Bank for
City of Yelm improvements, recorded January 11, 1999, under File Nos. 3203128 and
3203129
16 Declaration of Boundary Line Adjustment and Covenants,
Recorded January 13, 1999
File No 3203716
(Copy is hereto attached)
End of Schedule A Exceptions.
RCr;&
I r/LlrC(r
SCHEDULE A
Page 3
PACIFIC NORTHWEST TITLE
INSURANCE COMPANY, INC.
Subdivision Guarantee
1 !f'II("~U'III'III' 11111 1111111111 jll 1111111111111 ~~~,~l~O~9 c 48"
PL $14 ee Thllrst on Co. WA
Return Address
City of Yelm
Cathie Carlson
PO Box 479
Yelm, W A 98597
Document title(s) (or transactions contained therein):
1 Waiver of Protest Agreement and SpecIal Power of Attorney
- -
Reference Number(s) of Documents assigned or released:
(on page of documents(s))
Grantor(s) (Last name, first name, middle initial)
1 KIrk Haar, Harr FamIly Homes
2
3
4
Grantee(s) (Last name, first name, middle initial)
1 PublIc
2
3
4
Legal Description ( abbreviated: i.e. lot, block, plat or section, township, range)
Plat ofNIsqually Estates, SectIOn 25, TownshIp 17N, Range IE
D AddIt10nal legal IS on page _ of document
Assessor's Property Tax Parcel/Account Number
21725111301 &21725111300
1111111111I11111111111
rTT'i 1iJ:' 'iJ:'1 M AGR $11 ee
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3206030
Page 1 cd' 4
81,'22/1999 IS llA
Thurston COI WA
AGREEMENT
WAIVER OF PROTEST
AND SPECIAL POWER OF A TIORNEY
(L1D/ULlD/LA TECOMER)
q
THIS INSTRUMENT is entered into thisfl day of (fiIJM/(1- ,199,8': by and
between the CITY OF YELM, a municipal corporation, hereinafter referred to as the
"CITY," and
HARR FAMILY HOMES, INC.
hereinafter referred to as the "OWNER."
WITNESSETH
WHEREAS, the OWNER holds record title to the following described property located
within Thurston County, Washington
The Plat of Nisqually Estates located in Section 25,
Township 17 North, Range 1 East, W.M., records of
Thurston County, Washington.
and WHEREAS, the CITY has required as a condition of approval of the OWNER's
site plan/subdivision for said property that the OWNER participate in the construction of
certain utilities and/or street improvements as they directly relate to said property and the
OWNER desires that said requirement be delayed until projects are formulated for the joint
participation of other affected owners.
NOW, THEREFORE, IT IS HEREBY AGREED BETWEEN THE PARTIES as follows
1 The CITY will delay its requirement for the immediate participation by the
OWNER in the construction of certain utilities and/or street improvements, subject to the
conditions set forth hereinafter
2. The OWNER will financially participate int he following utility and/or street
projects on an equitable basis with other affected property owners
_ Sanitary sewer system improvements,
_ Water system improvements,
_ Storm water system improvements,
1111111111I11111111111
I~TT'i Iii=" 'in M POR $11 8B
3206031
P<tge 2 Cd' 4
81 22, 1999 18 12A
Thw'ston Co, WR
CITY OF YELM
ds\c:\office\plandept.cc\agreemnt.lid
JL\lJlJ I n"" tll U II
3206030
P <'tge 2 of 4
81, '22, '1999 1B l1A
Thurston Co' WA
---X- Street improvements,
---X- Street lighting improvements,
_ Sidewalk improvements,
Other
which improvements are more specifically described as follows'
The owner agrees to participate in site frontage improvements to SR 51:7 Improvements
shall be from centerline along the property frontage and include 6' left turn lane section, a 12'
traffic lane, a 17' stormwater treatment swale and street lighting as required by WSDOT
and/or the City of Yelm Site frontage improvements may include a transit stop and shelter
The property owner shall also provide a 10' utility easement.
3 The OWNER hereby waives all rights to protest against future Local
Improvement District (LID), Utility Local Improvement District (ULlD), or Latecomer Ordinance
and Agreement proceedings for the construction of said improvements described in Section 2
herein For purposes of this Instrument, "rights of protest" shall mean only those formal rights
to protest contained within the LID, ULlD or Latecomer Ordinance and Agreement statutes,
except, however, nothing herein shall constitute a waiver by the OWNER or the OWNER's
heirs, assigns or successors in interest, of the right t object to the OWNER's individual
assessment amount or latecomer charge or to appeal to the Superior Court the decision of
the Council affirming the final assessment roll or latecomer ordinance and agreement, which
rights are specifically preserved
4 The OWNER hereby grants and conveys to the City Engineer of the City of
Yelm, or his successor in interest or designee, a Special Power of Attorney to exercise any
and all rights of the OWNER, including any purchasers, mortgage holders, lien holders or
other person who may claim an interest in the property described hereinabove, to accomplish
the following' At such time as a Local Improvement District, Utility Local Improvement District,
or Latecomer Ordinance and Agreement is proposed that would cause said improvements to
be made available to the OWNER's property described hereinabove, to execute a Petition on
behalf of the OWNER for the creation so such LID, ULlD or Latecomer Ordinance and
Agreement. This special Power of Attorney is granted inconsideration of the CITY executing
this Instrument, and shall be a power coupled with an interest which may not be terminated
This Special Power of Attorney shall not be affected by the disability of the OWNER.
5 If the OWNER fails to perform in good faith in accordance with this Instrument,
it is agreed that the CITY may discontinue utility service to the property described herein, after
giving 20 days notice thereof and an opportunity for hearing thereon, or may pursue other
equitable or legal remedies,
6 The OWNER hereby declares that HARR FAMILY HOMES, INC. is/are
the sole owner( s) of the property described herein and has/have full power to commit said
property to this Agreement, Waiver of Protest and Special Power of Attorney
7 This Instrument constitutes a covenant running with the land and shall be
finding on all heirs, assigns, transferees, and successors in interest.
CITY OF YELM
ds\c:\office\plandept.cc\agreemnt.lid
11\\11\ \\1\\ \11\1 \\\111\ \1\1\ 11\\ 1\1\\\ III \\\\\\1\\ ~I\
elT',' OF 'IELM PuA
JL\\JJU mIll n "J"\J
3206031
Page :: of 4
81.'22, 1999 1& 12A
Thurston Co' WA
3206030
Page 3 of 4
&1.'22,'1999 1& 11A
Thut'ston Co' WA
8 For purposes of RCW 35 43 182, and any LID or ULlD thereunder, the
effective term of this Instrument shall be a period of ten years from the date hereof For
purposes of RCW 35 72 and RCW 35 91, and any Latecomer Ordinance and Agreement
thereunder, the effective term of this Instrument shall be a period of fifteen years from the
date such an Ordinance and Agreement becomes effective.
IN WITNESS WHEREOF the parties hereto have caused this Instrument to be
executed the day and year first hereinabove written
CITY r YELM
~I. I
By' N/
City Admin'
OWNER
~J Ce < rNCUA/
HARR FAMILY HOMES INC.
STATE OF WASHINGTON )
)
d, On this~ay of N()ve.1Y1 ber , 1~, personally appeared before mL-
lSJ'y!C A. ti4.r:..C- ' to me known to be the individual(s) and/or corporate
officers described in and who executed the within and foregoing instrument and
acknowledged that I:1f:... signed the same as his free and voluntary act and deed on
behalf of themselves or as corporate officers of the named corporation with the full authority,
for the uses and purposes herein mentioned.
COUNTY OF -P,e rc.e...
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Notary Public in and for the State
of Washington, residing at
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My commission expires,. /I-Iq -O.:J.
CITY OF YELM
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/1/1/1 I I "" " " " " "
eIT\" OF YWl POA $11 ~~
J 1"lllII~l ~IIIIIIIIII I1I1III1I 111111 j/I 11/1/11111111 ~~;~,~~~O~;4 11 A
AGR $11 l'l~ Thlwst on Co WA
3206031
P<ige 4 e,f 4
~L '22, '1999 1& 12A
Thw'ston Co WA
BILL-OF-SALE SEWER
ThIS Bill of Sale IS made and executed thIS ~ day of '"'TFl N \I P'\..5j\' by and between
HARR FAMILY HOMES, INC. hereinafter called the 'Grantors" and the CITY 0 YELM, a
Mumcipal Corporation, heremafter called the "Grantee"
WITNESSETH.
That the Grantors for good and valuable consideration, the receipt of whIch is hereby acknowledged,
hereby conveys, sets over, assIgns and warrants to the CITY OF YELM the followmg described personal
property sItuated m Thurston County, State ofWashmgton, TO WIT
All samtary sewers together wIth force mam valves and boxes, cleanouts, pIpmg and all other
appurtenances as extended from Mill Road SE along 104th Avenue SE and Hwy 507 along wIth
same located wIthm the Plat ofNisqually Estates.
The Grantors hereby warrant that they are the sole owners of all the property above
conveyed, that they have full power to convey the same, and they will defend the title of saId grantee and
any and all persons lawfully making claIm thereto.
Dated at Yelm, Washington thIS ~ day of ~ V(.X..V\
l
,19li-
=f(~ Q~.rfI~
Developer
STATE OF WASHINGTON )
) ss
COUNTY OF THURSTON )
On thIS d-.O#Lday of tJovernber , 19!iii, before me personally appeared KIRK
HARR to me known to be the Pre6iden1- of the corporatIOn that executed the wIthm and
foregomg instrument, and acknowledged SaId mstrument 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 was authOrIzed to
execute SaId mstrument and that the seal affixed is the corporate seal of said corporatIOn.
Page 1 of2
1111111111111111111111
1~1TV 1iF' vn M MISe $8 BB
3206034
Page 1 of 2
S1. '22, '1888 is 16A
Thurston Co' WA
Given under my hand and seal thIs610f'kday of ^",ovem bey
---............."""
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System accepted by the CIty ofYelm thIS ~ day of ~~
CITY OF YELM
,19!Ja
,1m
By lLt~
Page 2 of2
E.\office\sdh\word\3939BOS sew yelm.doc
" 11111 "11I11" "" II
i'TT\" 1iF" \"F"I ~1 MISC $8 88
3206034
Page 2 cd' 2
Sl, '22, '1999 IS 16A
Thw'ston COI WA
BILL-OF -SALE WATER
ThIS Bill of Sale is made and executed thIS ~ day of -.l f\ N \i ~ !Z..~ ' by and between
HARR FAMILY HOMES, INC. heremafter called the 'Grantors" and the CITY 0 YELM, a
Municipal CorporatIOn, hereinafter called the "Grantee"
WITNESSETH.
That the Grantors for good and valuable consideration, the receIpt of which IS hereby acknowledged,
hereby conveys, sets over, aSSIgns and warrants to the CITY OF YELM the followmg described property
sItuated in Thurston County, State ofWashmgton, TO WIT
All water mams together WIth valves, valve boxes, hydrants, pIpmg, fittings, and all other
appurtenances as extended from approximately 450 feet West of Mill Road on 104th Avenue SE
along 104th Avenue and Highway 507 together WIth same constructed wIthm the Plat of
NisquallyEstates.
The Grantors hereby warrant that they are the sole owners of all the property above conveyed, that
they have full power to convey the same, and they will defend the title of Said grantee and any and all
persons lawfully makmg claIm thereto
Dated at Yelm, Washington thIS ~ day of ~ V Aa-- ~}----, 19--95t-
cj(' ~ a ~ t7V~
Developer
STATE OF WASHINGTON )
) ss
COUNTY OF THURSTON )
On this ~day of Norem be r , 19qa , before me personally appeared KIRK
HARR to me known to be the Pre 5 i den 1- of the corporatIon that executed the wIthm and
foregomg mstrument, and acknowledged said instrument to be the free and voluntary act and deed of Said
corporatIOn, for the uses and purposes therem mentIOned, and on oath stated that he was authOrIzed to
execute saId mstrument and that the seal affixed is the corporate seal of said corporatIon.
Page 1 of2
1111111111111111111111
C!TV OF YEL~1 MISC $8 ~~
3206033
P <ige 1 of c.
~1!22,"1999 i~ i5A
Thurst on Ce" WA
GIven under my hand and seal this dO -H1 day of AI 0 VeIY? beY" , 19!1.B.
-........":",
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Notary PublIc I and for the State 0
Washmgton, resIdmg at 7i1 c.omO-
My commissIOn expIres. J (-I q- D:J..
System accepted by the City of Yelm thIS ~ day of :J'A t\f l"f IV\.. "j
CITY OF YELM
, 19~
By__1L qv-..
Page 20f2
E. \office\sdh\word\3939BOScorp yelm.doc
JI "'IJJ , 1m' I '(J IJJI
3206033
Page 2 of 2
Sl, '22, '1999 IS 15A
Thurston Co' WA
WARRANTY AGREEMENT
KNOW ALL MEN BY THESE PRESENTS That
WHEREAS HARR FAMILY HOMES, INC., (heremafter referred to as the "Owner"), has
applied to the City of Yelm, a political subdIvision of Thurston County of the State of Washington,
(heremafter referred to as the "CIty") for the approval by the CIty of a certam plat of a subdIVIsIOn to be
known as NISQUALL Y ESTATES, a copy of whIch plat is attached hereto and made a part hereof as
"Exhibit A", on whIch said plat are shown areas offered by the Owner to be dedicated to publIc use as
streets, alleys and other nghts of way, and other publIc facilitIes and Improvements, and
WHEREAS, It is necessary m the interest of public welfare that the areas so offered to be
dedIcated be constructed m accordance with the specIfications heremafter set forth, and
WHEREAS, m accordance WIth the terms of RCW 58 17 and Title 16 of the Yelm Mumcipal
Code, the City has adopted subdIVIsIOn regulatIOns which reqUIre that all Improvements be constructed m a
manner conSIstent with the CIty'S development regulatIOns,
NOW THEREFORE, to induce the City to approve said plat and to accept the dedicatIOn of Said
areas as publIc streets, easements and other unprovements, the Owner does hereby uncondItIonally promIse
and agree to and WIth the City as follows.
The Owner uncondItIonally warrants to the City, ItS successors and aSSIgns that, for a penod oftwleve
(12) months from the date of final plat approval, the Improvements required to be constructed and
dedicated to the publIc under the terms of the plat will be free from defects and that the work will
conform WIth the requirements and specIfications of the Development Guidelines of the City Upon
any breach of the foregomg Warranty and WIthout limItIng the CIty'S remedies for breach of warranty,
the Owner agrees to promptly repair or replace any defectIve work, at no cost to the CIty, and to
provide all labor, equipment and matenals necessary therefore, at not cost to the City
2 In the event the Owner shall fail or neglect to fulfill hIS oblIgatIons under thIS agreement, the City shall
have the nght to construct or cause to be constructed, repaired or replaced pursuant to publIc
advertisement and receIpt and acceptance of bIds, saId streets, utilItIes and other improvements, as
shown on saId plat, and the Owner shall be lIable to pay to and mdemnify the City, upon completion of
such construction, the [mal total cost to the City thereof, inc1udmg but not linnted to, engmeenng, legal
and contingent costs together with any damages, either direct or consequential, whIch the CIty may
sustain on account of the failure of the Owner to carry out and execute all of the proVIsions of thIS
agreement.
3 The oblIgatIons imposed or implied by this agreement shall not be assigned, transferred or assumed by
any person or entIty that IS not a party to this agreement WIthout pnor written consent of the City
Page 1 of2
II 1111 II "" 1111 111111
C ITV OF VELM AGR $8 aa
3206032
P Cige 1 of 2
at '22, '1999 la 14A
Thllrst on Co' WA
IN WITNESS WHEREOF, THE OWNER has executed thIS agreement thIS l4'Tl\ayof
:5'(-3.N \J ~l- 'I ' 199~
HARR FAMILY HOMES, INC.
By'
-K~a-rfl~
CITY OF YELM
By LLqh~
Page 2 of2
E.\office\sdh\word\3939warragmt yelm.doc
" "" " "" " " """
C IT\" OF YWl AGR $8 ~~
3206032
Page 2 of 2
~1, '22, 1999 18 14A
Thllrston Co. WA
Return Address
City of Yelm
Cathie Carlson
PO Box 479
Yelm, W A 98597
Document title(s) (or transactions contained therein):
1 Agreement to Mamtam Stormwater FacIlItIes
Reference Number(s) of Documents assigned or released:
(on page of documents( s))
Grantor(s) (Last name, first name, middle initial)
1 KIrk Haar, Harr FamIly Homes
2
3
4
Grantee(s) (Last name, first name, middle initial)
1 Pubhc
2
3
4
Legal Description ( abbreviated: i.e. lot, block, plat or section, township, range)
Plat ofNIsqually Estates, SectIOn 25, TownshIp 17N, Range IE.
D AddItIonallegalIs on page _ of document
Assessor's Property Tax Parcel/Account Number
21725111301 &21725111300
JI "" 1111111111I11 , ,,, '" II III
I !TV ilJ:" m M AGR $42 88
3206027
PCige 1 Cd' 35
81, '22, 1888 18 SIR
Thurston Co' WA
Return to:
City ofYelm Public Works
P.O. Box 479
Yelm, W A 98597
AGREEMENT TO MAINTAIN
STORMW ATER FACILITIES AND TO IMPLEMENT A
POLLUTION SOURCE CONTROL PLAN
BY AND BETWEEN
CITY OF YELM (HEREINAFTER "CITY")
AND
HARR FAMILY HOMES, INC.
ITS HEIRS, SUCCESSORS, OR ASSIGNS
(HEREINAFTER "OWNER")
GRANTOR: Harr Family Homes, Inc.
GRANTEE: Yelm, City of
LEGAL DESCRIPTION: Plat of Nisqually Estates, Sec. 25, T17N, R1E, W.M.
ASSESSOR'S TAX PARCEL NOS.: 21725111301 & 21725111300
The upkeep and mamtenance of storm water facIlItIes and the lmplementatlOn of
pollutlOn source control best management practIces (BMPs) IS essential to the protectlOn
of water resources m the CIty of Yelm. All property Owners are expected to conduct
busmess m a manner that promotes envIronmental protectlOn. ThIS Agreement contams
specIfic proVlSlons WIth respect to mamtenance of storm water facIlIties and use of
pollutlOn source control BMPs. The authonty to reqmre mamtenance and pollutlOn
source control IS provIded m CIty Ordmance 561 and m Development Gmdelmes,
Chapter 7, Samtary Sewer-"Mamtenance Reqmred for Pnvate Stormwater Dramage
Systems"
LEGAL DESCRIPTION PLAT OF NISQUALL Y ESTATES
1
" 111111 "" I 111111111
I~ TTV ill=" \-'1="1 M AGR $42 ~~
3206027
Page 2 of ::5
~1, '22, '1999 1~ ~1A
Thw'st.on Co' WA
Whereas, Owner has constructed Improvements, mcludmg but not lImIted to,
bmldmgs, pavement, and stormwater facIlItIes on the property described above. In order
to further the goals of the CIty to ensure the protectIOn and enhancement of Y elm's water
resources, the CIty and Owner hereby enter mto thIS Agreement. The responsIbIlItIes of
each party to tlus Agreement are IdentIfied below
OWNER SHALL
(1) Implement the stormwater facIlIty mamtenance program mcluded herem as
Attachment "A"
(2) Implement the pollutIOn source control program mcluded herem as Attachment
"B"
(3) Mamtam a record (m the form of a log book) of steps taken to Implement the
programs referenced m (1) and (2) above The log book shall be aVailable for
mspectIOn by appomtment at 2ZLJ~ /ld, "1..r.;L~~. 7A-c ?cf!/YY The log book
shall catalog the actIOn taken, who took It, when It was done, how It was done,
and any problems encountered or follow-on actIOns recommended. Mamtenance
Items ("problems") lIsted m Attachment "A" shall be mspected as speCIfied m the
attached mstructIOns or more often If necessary The Owner IS encouraged to
photocopy the mdlvldual checklIsts m Attachment "A" and use them to complete
ItS mspectIOns These completed checklIsts would then, m combmatIOn, compnse
the log book.
(4) SubmIt an annual report to the CIty regardmg ImplementatIOn of the programs
referenced m (1) and (2) above. The report must be submItted on or before May
15 of each calendar year and shall contam, at a mmlmum, the followmg
(a) Name, address, and telephone number of the busmesses, the persons, or
the firms responsible for plan ImplementatIOn, and the person completmg
the report.
(b) Time penod covered by the report.
(c) A chronologIcal summary of actIVItIes conducted to Implement the
programs referenced m (1) and (2) above A photocopy of the applIcable
sectIOns of the logbook, wIth any addItIOnal explanatIOn needed, shall
normally suffice For any actIVItIes conducted by paid partIes not
affilIated WIth Owner, mclude a copy of the mVOIce for servIces.
(d) An outlme of planned actIvItIes for the next year
2
1111111111I1111/1111 II
I'!TV liF" \'F"IJ1 AGR $42 ~~
3206027
P<tge J of J5
~1, '22, '1999 18 ~IA
Thurston Co' WA
THE CITY OF YELM SHALL
(1) ProvIde techrucal assIstance to the Owner m support of ItS operatIOn and
mamtenance actIVIties conducted pursuant to ItS mamtenance and source control
programs. Said assIstance shall be prOVIded upon request and as CIty tIme and
resources permIt, at no charge to Owner
(2) RevIew the annual report and conduct a mmlmum of one (1) sIte VISIt per year to
dISCUSS performance and problems wIth Owner
(3) RevIeW thIS agreement wIth Owner and modIfy It as necessary at least once every
three (3) years
REMEDIES
(1) If the CIty determmes that mamtenance or repair work IS reqUIred to be done to
the stormwater faCIlItIes eXlstmg on the Owner property, the DIrector of the
Department of PublIc Works shall gIve the owner of the property wlthm WhICh the
dramage faCIlItIes are located, and the person m control of said property, notIce of
the speCIfic mamtenance and/or repair reqUIred. The DIrector shall set a
reasonable tIme (in most mstances not less than 10 days) m whIch such work IS to
be completed by the persons who were gIven notIce If the above reqUIred
mamtenance and/or repair IS not completed wlthm the time set by the DIrector,
wntten notice WIll be sent to the persons who were gIVen notice statmg the CIty'S
mtentIOn to perform such mamtenance and bIll the Owner for all mcurred
expenses. The CIty may also revoke stormwater utIlIty rate credIts for the qualIty
component or mvoke surcharges to the quantIty component of the Owner bIll If
reqUIred mamtenance IS not performed.
(2) If at any tIme the CIty determmes that the eXlstmg system creates any lITumnent
threat to publIc health or welfare, the DIrector may take lITunedrate measures to
remedy Said threat. No notIce to the persons lIsted m RemedIes (1), above, shall
be reqUIred under such cIrcumstances.
(3) The Owner grants unrestncted authonty to the CIty for access to any and all
stormwater system features for the purpose of performmg mamtenance or repair
as may become necessary under RemedIes (1) and/or (2)
(4) The persons lIsted m (1), above, shall assume all responsibIlIty for the cost of any
mamtenance and for repairs to the stormwater faCIlIty Such responsibIlIty shall
mclude reImbursement to the CIty wlthm 30 days of the receIpt of the mVOIce for
any such work performed. Overdue payments WIll reqUIre payment of mterest at
"l
,j
11111I1111I11111111111
r TT',' C1F' ','El M AGR $42 ~~
3206027
Page 4 of ::5
~1,'22,'1999 1~ ~lA
Thurston Co' ~A
the current legal rate for hqUIdated Judgements. If legal actIOn ensues, any costs
or fees mcurred by the City will be borne by the parties responsible for said
reimbursements.
(5) The Owner hereby grants to the City a hen agamst the above described property m
an amount equal to the cost mcurred by the City to perform the mamtenance or
repan work described herem.
ThiS Agreement is mtended to protect the value and desnabihty of the real property
described above and to benefit all the Citizens of the City It shall run with the land and
be bmdmg on all parties havmg or acqumng from Owner or itS successors, any nght, title,
or mterest m the property, or any part thereof, as well as their title, or mterest m the
property or any part thereof, as well as their hens, successors, and assigns. They shall
mure to the benefit of each present or future successor m mterest of said property or any
part thereof, or mterest therem, and to the benefit of all Citizens of the City
~ar?V~
Owner
Owner
STATE OF WASHINGTON )
) ss
COUNTY OF THURSTON )
On thiS day and year above personally appeared before me, <., rK t!drY
and known to be the mdividual(s) described, and who executed the
foregomg mstrument and acknowledge that he signed the same as their free and voluntary
act and deed for the uses and purposes therem mentIOned.
Given under my hand and offiCial seal thiS :;o't/l.. day of Novef'l\.he.r- , 199 C(B
-.......""',
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",,"'...........--
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Notary ubhc and for the Stat of
Washmgton, residmg m fflCOf'K rL
My commiSSion expnes /f-lq~OJ-
4
" "" , , "" "" 1111 "
C IT'," OF \'Wl AGR $42 aa
3206027
Page 5 of J5
81, '22, '1999 18 81A
Thllrst on Co. WA
Dated at Yelm, Washmgton, thIS ~ day of _} P. N \( A ~, 199 ~
l~~jl-
PublIc Works DIrector
STATE OF WASHINGTON )
) ss
COUNTY OF THURSTON )
On thIS day and year above personally appeared before me, Ken Garmann, known
to be the Director of PublIc Works for the City of Yelm, a MumcIpal CorporatIOn, who
executed the foregomg mstrument and acknowledge the said mstrument to be the free and
voluntary act and deed of said MumcIpal CorporatIOn for the uses and purposes therem
mentIOned and on oath states he IS authorIzed to execute the said mstrument.
GIven under my hand and officIal seal thIS
day of
,199_
Notary PublIc m and for the State of
Washmgton, resIdmg m
My commISSIon expIres
APPROVED AS TO FORM
Sandy MackIe, CIty Attorney
CIty ofYelm
E;\o ffice\sdh\ word\3 93 9 APPENDIXK - RESstonnmaintagr.doc
5
" "" " II II '""111 "
C!TV OF YELM AGR $12 SS
3206027
Page 6 elf 35
SL '22, '1888 lS SlA
Thw'st. on Co. WA
ATTACHMENTS "A" & "B"
STORMWATER FACILITY
MAINTENANCE GUIDE
&
RESIDENTIAL BEST
MANAGEMENT PRACTICES
NISQUALLY ESTATES
October 30, 1998
E. \0 ffi ce\sdh \ word\3 939 A&B. doc
" "" " II II I "' " 1111
CITY OF YEUl AGR :t42 ~~
3206027
Page ~ of J5
~L '22, '1999 1~ ~lA
Thurston Co, ~A
TABLE OF CONTENTS
NfTi;\CHM~NT "A':, -STORM\VATER FACI;!i;i'JY;'M1\IN1?ENANCE;~GUIDE
............................... 3
INTRODUCTION
..................................................................................................................... 3
YOUR STORMW A TER FACILITIES
FACILITY KEY
SITE PLAN
..................................5
5
6
QUICK LIST
................... ........ ...... ...................... ....... ............................................................................. ...... 7
MAlNTE N A1~ CE CHE C KLIS T S....................................................................................... ................................ 8
PONDS
CATCH BASINS AND INLETS
FENCING, SHRUBBERY SCREENS, AND GATES
GROUNDS AND LANDSCAPING
9
10
11
12
RE SOURCE LIS TIN G ...... ..... .......................................................................................................................... .13
LOG SHEET ....... .......... ............ ........ ........................................................... ................... ............................... .14
Al'TAQ~~Jd;~~:~_S';RE$P5J;:~~~:JjJt~~I\~AG~~~1:i>M~'PICF:S ......................................15
POLLUTION PREVENTION FOR HOMEOWNERS
... .... ........... ......... ............. ........ ........... .......... ..15
PURPOSE
RECOMMENDED POLLUTION CONTROL PRACTICES FOR HOMEOWNERS
HOUSEHOLD HAZARDOUS WASTES
HOUSEHOLD PRODUCT MANAGEMENT
AUTOMOTIVE USAGE, CARE AND MAINTENANCE
PESTICIDES AND FERTILIZERS
HOME REMODELING
SEPTIC SYSTEM CARE AND MANAGEMENT
REFERENCES
15
15
15
16
17
21
24
25
25
G LOS SAR Y ..... ........... ........................... .................................. ........................................................................26
2
II 1111 I lllllllll 111111
CITY OF YELM AGR $42 SS
3206027
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St. '22, '1999 lS SlA
Thllrst on Co' WA
;",:. ,.. " ."::'". ""'::C.,, ';'::,"':'<~~".,:_ " _ , ;' ..:':':':';'~'?:;_:;::>:.'.:::-:.-.:-;.:._.", "..' ",:".":>,,',::':';';:;.!,".""',;,:; ~:",j;t-,~,;:., '.:"!:;c'>,;,;:o.~.\t'~Ht_"':':....'.~.~.~:.:.:.:':-''-::--!i,:'::r<",',,::,,:.::.:,W""H:::i"':, . "..-- ..... J,: '.. :;.,<, je:':::.:.".:.;":.. . . ..,;,::::.... j,~~":,i
ATTACHM:ENl""A" -~'STORMWAT'ER~F'A.CILITY~MAIN~ENANCE
,~~E'"' ''"'' , "'" '" "'"' '" ",">..'''' ", . ".,,'" "' ," ,',,,,,, "..,,,.,,,'" '." "'" ''',*'' . .>~," ,>" ,'." .."
INTRODUCTION
What is Stormwater Runofi?
When urban and suburban development covers the land wIth bUIldmgs, houses, streets and
parkmg lots, much of the natIve topsOIl, duff, trees, shrubs and grass are replaced by asphalt
and concrete Ramfall that would have soaked dIrectly mto the ground mstead stays on the
surface as stormwater runoffmakmg Its way mto storm drams (mcludmg man-made pIpes,
dItches, or swale networks), stormwater ponds, surface and groundwater, and eventually to
Puget Sound.
What is a Storm Drain System and how does it work?
The storm dram system for most developments mcludes components that carry, store,
cleanse, and release the stormwater These components work together to reduce the Impacts
of development on the enVIronment. These Impacts can mclude flooding whIch results m
property damage and blocked emergency routes, erosion whIch can cause damage to salmon
spawmng habItat, and pollution WhICh harms fish and/or dnnkmg water supplIes.
The storm dram system provIdes a safe method to carry stormwater to the treatment and
storage area. Swales and ponds filter pollutants from the stormwater by physlcally settlmg out
partIcles, chemically bmdmg pollutants to pond sedIments, and blOlogically convertmg
pollutants to less-harmful compounds. The ponds also store the treated water, re1easmg It
gradually to a nearby stream or to groundwater The vanous components of storm dram
systems are described m the glossary
What does StormwaterRunoff have to do with Water Quality?
Stormwater runoff needs to be treated because It carnes lItter, 011, gaso1me, fertIlIzers,
pestICIdes, pet wastes, sedIments, and anythmg else that can float, dIssolve or be swept along
by movmg water Left untreated, polluted stormwater can reach nearby waterways where It
can harm and even kIll aquatIC hfe. It can also pollute groundwater to the extent that It must
be treated before It can be used for dnnkmg. NatIOnally, stormwater IS recognIzed as a major
threat to water qualIty Remember to keep everythmg out of stormwater systems except the
ramwater they are deSIgned to collect.
Your NeigbborlIood Stormwater Facility
Stormwater faCIlItIes can be attractIve as well as functIOnal. They can prOVIde both actIve and
paSSIVe-use recreatIOn areas and open space for WIldlIfe Perhaps you've notIced a wet pond
or dry pond m your neIghborhood. These dIfferent types of ponds are deSIgned for dIfferent
purposes. For example, wet ponds pnman1y prOVIde treatment of stormwater They also
prOVIde good cover and habItat for bIrds and small mammals, makmg them fine "WIldlIfe
preserves" Dry ponds or mfiltratIOn ponds are deSIgned to prOVIde storage for stormwater
3
3206027
P<ige 9 of J5
81, '22, '1999 IS SIA
Thurston Co' WA
and gradually release It downstream or allow It to filter mto the ground. These types of ponds
can be mamtamed as grassy play areas, and may even house formal play eqUIpment.
Who is Responsible for Maintaining Stonnwater Facilities?
All stormwater facIlItIes need to be mamtamed. Regular mamtenance ensures proper
functIOmng and keeps the facIlIty VIsually appealmg. ThIS Stormwater FacIlIty Mamtenance
GUIde was deSIgned to help explam how stormwater facIlItIes work and prOVIde user-frIendly,
straIghtforward gUIdance on how to mamtam them.
As a homeowner or homeowner's aSSOCIatIOn, you are responsible for regularly mamtammg
pnvately owned ponds, catch basms, pIpes and other dramage facIlItIes wIthm your
subdIVIsIOn. Stormwater faCIlItIes located m publIc nght-of-ways are mamtamed by local
governments.
How to Use the Stonnwater Facilli;y Maintenance Guide
ThIs Mamtenance GUIde mcludes a SIte Plan speCIfic to your development and a FaCIlIty Key
that IdentIfies the pnvate stormwater faCIlItIes you are responsible for mamtammg. A "QUIck
LISt" of mamtenance actIVItIes has also been mcluded to help you IdentIfy the more routme
needs for your faCIlIty
This Guide Includes:
A Glossary that defines terms and explams functIOns of the vanous components of
stormwater dramage systems,
A comprehensIve Mamtenance ChecklIst that prOVIdes speCIfic detaIls on reqUIred
mamtenance;
A sectIOn on PollutIOn PreventIOn TIpS that lIsts ways to protect water qualIty and
keep storm dram systems functIOnmg smoothly;
And a sectIOn on Resources that dIrects you to sources of more mformatIOn and
technIcal aSSIstance
A Regional Approach to Stonnwater Management
The CItIes of Lacey, OlympIa and Tumwater together WIth Thurston County are takmg steps
to educate and mvolve area reSIdents m water qualIty Issues and stormwater management.
Stormwater runoff IS a WIdespread cause of water qualIty ImpaIrment and stream degradatIOn.
The JunsdIctIOns are workmg together WIth reSIdents, busmesses, commumty groups and
schools to address thIS problem.
ThIS GUIde focuses on provIdmg mformatIOn on ways that reSIdents and busmesses can
reduce stormwater Impacts through pollutIon preventIOn and proper faCIlIty mamtenance
Everyone needs to help keep waterways and groundwater clean. With proper management
and common sense, we can contmue to enJoy clean, safe streams and dnnkmg water
4
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-
YOUR STORMWATER FACILITIES
Tills sectIOn consIsts of two parts that are to be used together the Facility Key and the Site
Plan Look on the sIte plan and IdentIfy the numbers denotmg a feature of the system. Then
look on the facIlIty key to see what that feature IS called and whIch checklIst applIes.
FACILITY KEY
The stormwater faCIlIty m your neIghborhood IS compnsed of the followmg elements
Type of Feature & Checklist Name Location on Site
Plan
Pond 1
Catch Basins, Manholes, and Inlets 2
Filter Strip 3
Grounds and Landscaping 4
Conveyance Pipes, Ditches, and Swales 5
Drywells, French Drains, or Downspouts See individual lot
site plan
Access Roads and Easements 6
5
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81. '22, '1888 18 81A
Thurston Co' WA
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Page 12 of ::~l
81.'22,'1999 18 81R
Thut'st on Cel' \.lA
QUICK LIST
The followmg list is an abbreviated checklist of the most common types of mamtenance you
should have to do Please try and go over this checklist after heavy rams ThIS is a bare
mmimum and should be done m conjUnctIOn with the other checklists m order to make your
mamtenance program effectIve
D Check catch basm grates to see that they are not clogged or broken. Remove twigS,
leaves, or other blockages Contact the local JunsdictIOn to replace the grate if It is
broken.
D Check mlet and outlet pipes for blockages Clear all blockages.
D Check filter stnp, swale and pond walls for erOSIOn or caved m areas
D Check nprap (rocks) at the mlets and outlets of culverts and other pIpes Ifthey
are silted m or eroded away, replace them.
7
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81, '22, '1999 18 81A
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MAINTENANCE CHECKLISTS
The Mamtenance ChecklIsts m thIS packet are for you to use when checkmg the stormwater
facIlItIes m your neIghborhood. ThIS packet has been customIzed so that only the checklIsts
for your facIlItIes are mcluded. If you feel you are mIssmg a checklIst, or you have addItIOnal
facIlItIes not IdentIfied or addressed m thIS packet, please contact your developer or local
JunsdIctIOn.
The checklIsts are m tabular format for ease of use and brevIty Each checklIst tells you what
part of the feature to check, how often to check It, what to check for, and what to do about It.
Log sheets are mcluded toward the end of the chapter to help you keep track of when you last
surveyed the storm dramage system.
Although It IS not mtended for the mamtenance survey to mvolve anythmg too dIfficult or
strenuous, there are a few tools that WIll make the Job eaSIer and safer These tools mclude
03 A flashlIght.
03 A long pole or broom handle
03 Some kmd of pry bar or lIftmg tool for pullmg manhole and grate covers
03 Gloves.
A lIstmg of resources IS mcluded m the next chapter Here you WIll find the phone numbers
of the agencIes referred to m the tables, as well as the contractor and consultants that desIgned
and constructed your facIlItIes.
SAFETY WARNING Due to OSHA regulatIOns you should never stIck your head or any
part of your body mto a manhole or other type of confined space. When lookmg mto a
manhole or catch basm, stand above It and use the flashlIght to help you see Use a pole or
broom handle that IS long enough when you are checkmg sedIment depths m confined spaces
NO PART OF YOUR BODY SHOULD BREAK THE PLANE OF THE OPEN HOLE
8
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Thl~rst on Ce" WA
PONDS
There are essentlally three kmds of ponds treatment ponds, mfiltratIOn ponds, and detentIOn
ponds. Although each pond has umque mamtenance reqUIrements, there are also many thmgs
they have m common. Your facIlIty IS an mfiltratIOn pond.
Part of When
Pond to to What to Check For What to Do
Check
Check it
Entire Pond Quarterly Dumping of yard wastes such as grass clippings Remove trash and debris and dispose of
and branches into basin. Presence of glass, properly
. plastic, metal, foam, and coated oaoer
Entire Pond Quarterly Any vegetation which may constitute a hazard to Remove invasive or noxious vegetation Do
the public:. such as tansy ragwort, poison oak, not spray chemicals on vegetation without
stinging nettles, devilsclub. obtaining guidance from WSU Cooperative
Extension and approval from the City or
Countv
Entire Pond Quarterly Presence of chemicals such as natural gas, oil, First, try and locate the source of the
and gasoline, obnoxious color, odor or sludge. pollution. Then call the Moderate Risk
Waste program at Thurston County
Environmental Health to report the hazard.
Entire Pond Quarterly Sparse, weedy, or overgrown grass in grassy For grassy ponds,. selectively thatch, aerate,
(dry/infiltration) ponds. Presence of invasive and re-seed ponds. Grass should be kept
species or sparse growth of plants in wet ponds. less than 8 inches high. For wet ponds,
hand-plant nursery-grown wetland plants in
bare areas. Contact WSU Cooperative
Extension for guidance on invasive species.
Pond bottoms should have uniform dense
coverage of desired plant species.
Entire Pond Quarterly Any evidence of rodent holes if your facility is Destroy rodents and repair the dam or berm.
acting as a dam or berm. Water should not be Contact the Thurston County Health
able to flow throuqh rodent holes. Department for quidance.
Entire Pond Quarterly Insects such as wasps and hornets interfering Destroy or remove insects. Contact WSU
with maintenance activities, or mosquitoes Cooperative Extension for guidance.
becominq a nuisance.
Entire Pond Annually Ensure that trees are not interfering with Prune tree limbs to allow for maintenance.
maintenance (I.e., mowing, silt removal, or Some trees may be cut for firewood.
access.)
Inlet Annually MaKe sure mat tne nprap unaerme Inlet pipe IS Replace rocks or clean out sediment.
intact and that no native soil is exposed. Also
check for accumulations of sediment more than Y,
the height of the rocks.
Outlet Quarterly The rip rap overflow should be intact and clear of R~place np rap if missing. Remove any trasn
debris. Water should be able to flow freely of debris and dispose of properly
throuqh overflow
Side Slopes Annually Check around inlets and outlets for signs of Try and determine what has caused the
erosion. Check berms for signs of sliding or erosion and fix it. Stabilize slopes by
settling. Action is needed where eroded damage reinforcing the slope with rock, planting
is over 2 inches deep and where there is potential grass, or compacting the soil. Contact WSU
for continued erosion. Cooperative Extension for guidance on slope
reinforcement.
Storage Area Annually Check to see if sediment is building up on the Clean out the sediment and re-seed the
pond bottom. A buried or partially buried outlet pond if deemed necessary to improve
structure or very slow infiltration rate probably infiltration and control erosion.
indicates significant sediment deoosits.
Dikes Annually Any part of the dike which has settled Build the dike back to the original elevation.
siqnificantlv
Emergency Annually Check to see that the rip rap protective area is Replace rocks so that all native soil is
Overflow! intact. If any exposed native soil is present you covered.
Spillwav should repair it.
Trench Drain Quarterly Check to see that the grate is clear of debris, and Remove debris from grate, clean drain.
that the drain is not pluqqed.
9
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CATCH BASINS AND INLETS
These structures are typIcally located m the streets and publIc nghts-of-way Local
JunsdIctIOns are responsible for routme mamtenance of the pIpes and catch basms m nghts-of-
way, whIle the homeowners assocIatIOn IS responsible for keepmg the grates clear of debns m
all areas as well as pIpes and catch basms m pnvate areas.
Part of Catch When to
Basin to Check it What to Check For What to Do
Check
Catch basin During and after Trash or debris accumulating in front of the Remove blocking trash or debris
opening major storms catch basin opening and not allowing water to with a rake and clean off the
flow in. orate.
Catch basin Quarterly Sediment or debris in the basin should be kept Clean out the catch basin of
under 50% of the depth from the bottom of the sediment and debris.
pipe to the bottom of the basin. Use a long
stick or broom handle to poke into sediment
and determine depth.
Inlet and outlet Quarterly Trash or debris in the pipes should not be more Clean out inlet and outlet pipes
pipes than 1/5 of its height. Also, there should not be of trash or debris.
any tree roots or other vegetation growing in
the pipes.
Inlet and outlet pipe Annually' There should be no cracks wider than Y, inch .Repair cracks orreplacethe
joints and longer than 1 foot at the joint of any inlet or joints.
outlet pipe. Also check for evidence of
sediment entering the catch basin through
cracks.
Grate Quarterly The grate should not have cracks longer than 2 Replace the grate.
inches. There should not be multiple cracks.
Frame Quarterly Ensure that the frame is sitting flush on top of Repair or replace the frame so it
the concrete structure (slab). A separation of is flush with the slab.
more than :y. inch between the frame and the
slab should be corrected. "
Catch basin Annually Inspect the walls of the basin for cracks wider Replace or repair the basin.
than Y, inch and longer than 3 feet. Also check Contact a professional engineer
for any evidence of sediment entering the for evaluation.
catch basin through cracks. Determine
whether or not the structure is sound.
Catch basin Quarterly There should be no chemicals such as natural Clean out catch basin. Contact
gas, oil, and gasoline in the catch basin. your local jurisdiction or
Check for obnoxious color, odor, or oily sludge. Thurston County Environmental
Health if you detect a color,
odor, or oily sludge.
Oil/Water separator Quarterly Water surface in catch basin has significant Remove the catch basin lid and
~downturned sludge, oil, grease, or scum layer covering all skim off oil layer Pour oil into a
e bow or ''T" in or most of the water surface. disposable container seal
catch basin) container, wrap securely in
newspaper, and place in trash.
/ Water surface should be clear of
oily layer
Pipe Elbow Quarterly Top or bottom of pipe appears to have broken Remove the catch basin lid and
off Check for any apparent damage and examine the pipe for damage. If
check to see if it's plumb. broken, hire a contractor to
replace pipe in accordance with
approved glans on file with your
local juris iction.
10
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FENCING, SHRUBBERY SCREENS, AND GATES
Fences and shrubbery screens aren't typIcally reqUIred for stormwater ponds. Ifthe slopes of
the sIdes are too steep, usually some kmd ofbamcade IS constructed.
Part of
Fencing, When to
Shrubbery, Check it What to Check For What to Do
or Gate to
Check
Fence or Quarterly Inspect the fence or screen to ensure that it Mend the fence, repair
shrubbery blocks easy entry to the facility Make sure erosion, or replace the
screen erosion hasn't created an opening under fence. shrubs to form a solid
barrier
Shrubbery Quarterly Shrubbery should not be growing out of control Trim and weed shrubbery to
screen or infested with weeds provide appealing
aesthetics. Do not use
chemicals to control weeds.
Wire Fences Annually Look along the length of the fence and Straighten posts and rails if
determine if it is out of alignment necessary
Wire Fences Annually Missing or loose tension wire. Replace or r~air tension
wire so it hol s fabric.
Wire Fences Annually Missing or loose barbed wire. Replace or repair barbed
wire so that it doesn't sag
between posts.
Wire Fences Annually Check for rust or scaling. Paint or coat rusting or
scalin~ parts with a
protec ive coating.
Wire Fences Quarterly Ensure that there are no holes in the fabric or Repair holes so that there
fencing. are no openings in the fabric
or fencing.
Gate Quarterly Ensure that the gate is not broken, jammed, or Repair or replace the gate to
missing and that it opens easily allow entry of people and
maintenance equipment If a
lock is used, make sure you
have a key
11
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GROUNDS AND LANDSCAPING
Part of When to
Grounds to Check it What to Check For What to Do
Check
Landscaped Quarterly Weeds growing out of control in landscaped Pull weeds by hand if
Areas area. possible, to avoid using
chemical weed controls.
Landscaped Quarterly Check for any presence of poison ivy or other Remove poisonous vegetation
Areas poisonous vegetation or insect nests. or insect nests that are
present in landscaped area.
Landscaped Quarterly There should not be any yard waste or litter in Remove and dispose of litter
Areas landscaped areas. properly
Landscaped Quarterly Noticeable rills are seen in landscaped areas. Identi~ .the causes of erosion
Areas and.ta e ste~s to slow down
or disperse t e water Fill in
contour, and seed area.
Trees and Annually Limbs or parts of trees or shrubs that are split Trim trees and shrubs to
shrubs or broken. restore shape. Replace
severely damaged trees and
shrubs.
Trees and Annually Trees or shrubs that have been blown down or Replant trees or shrubs,
shrubs knocked over inspecting for injury to stem or
roots. Replace If severely
damaged.
Trees and Annually Trees or shrubs which are not adequately Place stakes and rubber-
Shrubs supported or are leaning over, causing coated ties around young
exposure of the roots. trees/shrubs for support.
12
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8L '22, 1888 18 81A
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RESOURCE LISTING
If you are unsure whether a problem eXIsts, please contact your local jUnSdIctIOn at one of the
numbers below and ask for TechnIcal AssIstance
Contact Numbers
Yelm PublIc Works - 458-3244
Thurston County (Storm & Surface Water) - 754-4681
WSU Cooperatlve ExtensIOn - 786-5445
Developer InformatIOn.
Harr FamIly Homes, lnc
2205 116th St. So
Tacoma, W A 98444-1419
(253) 539-1292
Engmeer's InformatIOn.
Howard Godat, Pantler & AssocIates
2708 Westmoor Court, S W
OlympIa, W A 98502
(360) 943-1599
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81."22, '1999 18 81A
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LOG SHEET
Use log sheets to keep track of when mamtenance checks occur and what Items, If any, are
repaired or altered. The completed sheets wIll serve as a record of past mamtenance activIties
and wIll provIde valuable mformatIOn on how your faCIlItIes are operatmg. This mformatIOn
wIll be useful for future reqUIrements regardmg the types of faCIlItIes that are mstalled. It
helps to keep all log sheets m a desIgnated area so others can eaSIly access them.
Date Checked / /
---
Checked By
Name
Position in HOA.
Address
City. State Zip
Phone Number.
Part of Observations Date
Facility (List things that should . Follow-up Actions Taken Action
Checked be done) Taken
14
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S1. '22, 1999 is SlA
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A~t~~~~;t..,,~~{~~ '~~m~~1.W;~E~:r~MANA~i{Nm~fr
PRACTICES
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POLLUTION PREVENTION FOR HOMEOWNERS
PURPOSE
Many products and practlces commonly used m and around our houses are hazardous to both
the envIronment and us Many of these products can end up m our stormwater systems and
groundwater ThIS document gIves alternatlves, where possible, for those types of products
and practlces. The Best Management PractIces (BMPs) described here, mclude "good
housekeepmg" practIces that everyone can use
RECOMMENDED POLLUTION CONTROL PRACTICES FOR
HOMEOWNERS
It has been saId that the average home today contams more chemIcals than the average
chemIcal lab of 100 years ago When many of these chemIcals are used mdustnally, they can
be subject to vanous health and safety standards, yet these same substances are used 'freely
and often carelessly m our homes.
The BMPs m tills sectIOn are dIVIded mto four categones Household Hazardous Wastes,
PestlcIdes, Remodelmg, and'Septlc Mamtenance Each sectIOn mcludes mformatIOn on
aVaIlable alternatlves.
HOUSEHOLD HAZARDOUS WASTES
Many of the cleamng agents, solvents, polIshes, etc used commonly m the home are
consIdered hazardous These products may be tOXIC, corrosIve, reactlve, flammable, and/or
carcmogemc It IS cntlcal that these products are handled WIth care and are properly dIsposed.
A lIst of common household hazardous matenals IS presented m Table 1
In addItIOn, many hazardous ,household chemIcals perSIst for long penods of tlme m the
enVIronment. Manufacturers may truthfully state that a product IS "bIOdegradable", most
products are bIOdegradable, but what IS Important IS the rate at whIch they are broken down
and the products they are broken down mto The term "bIodegradable" on ItS own IS
mIsleadmg at best, unless the product IS rapIdly degraded mto harmless substances.
It IS Important to note here that the term "bIOdegradable" currently has no legal defimtIOn m
thIsstate ThIS means that any product can use thIS term accordmg to the manufacturer's own
defimtIOn. Tills defimtlon may not be at all SImIlar to the consumer's perceptIOn. The
followmg Ideas WIll help you reduce the nsks of stormwater and ground water contammatIOn
from many household products.
15
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HOUSEHOLD PRODUCT MANAGEMENT
1 Read the label of products before you buy them. TOXIC product labels wIll carry many
warnmgs EIther bypass such products or buy them m small quantItIes. If you cannot
use the entIre product, try to gIve it away mstead of dIsposmg of It. Thurston County
penodIcally facIlItates product exchanges for leftover pamts and other hazardous
wastes. Call the Thurston County Health Department at 754-4111 for more
mformatIOn.
2 Buy only those detergents that contam lIttle or no phosphorus. Phosphorus can cause
algae blooms If It is washed mto lakes or streams Most detergents that are low or
phosphate free are labeled as such.
3 Use no more than the manufacturer's suggested amount of any cleanser More is not
necessanly better
4 Products such as oven cleanser, floor wax, furnIture polIsh, dram cleaners, and spot
removers often contam chemIcals that are tOXiC Buy the least tOXIC product aVailable,
and use a non-tOXIC SubstItute if one can be found. Ovens, for example, can be
cleaned by applymg table salt to spIlls, then scrubbmg WIth a SolutIon ofwashmg soda
and water Table 2 lIsts SubstItutes for many commonly used household products.
If It IS necessary to use a product that contamstoxIC chemIcals, use the product only as
directed. Do not combme products, as they may become more dangerous when mixed
(example mIxmg chlonne bleach and ammoma produces dangerous gases) Use eye
wear and rubber gloves as appropnate
Contact the Hazardous Substance Hotlme at 1-800-633-7585 If you have any
questIOns regardmg dIsposal of a product or empty contamer The County has both
hazardous waste collection days and permanent faCIlIties where reSIdents can bnng
hazardous wastes. Call the Thurston County Health Department at 754-4111 for more
mformatIon.
5 ChemIcals left over from some actiVItIes, such as photography and auto repair, are
hazardous and should not be flushed down the smk. Tills IS espeCIally Important If
your home IS hooked up to a septic system. TOXIC chemIcals can kill the bactena m
the tank that treat sewage and pollute water supply wells
6 Be sure that all contamers are clearly marked.
7 Common (not automobIle) battenes are one of the largest sources of heavy metals
(such as lead, mckel, cadmIUm, and mercury) found m landfills. Instead ofthrowmg
them away, dIspose of them at a hazardous waste collection SIte
16
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S1. '22, '1888 lS SlA
Thurst on Co' ~~A
AUTOMOTIVE USAGE, CARE AND MAINTENANCE
From a waste management standpomt, automobIle mamtenance IS best done by professIOnals
at facIhtIes deSIgned to handle, store, and dIspose of the waste products properly Many of
these facIhtIes do an excellent Job of dealmg WIth waste OIls, antIfreezes, other flUIds,
battenes and tIres They often charge a small fee to cover the added expenses, but It's worth
It. However If you repair your car at home, please consIder these helpful tIps
1 Cars should be servIced regularly Any leaky hnes or valves should be replaced.
2 Dumpmg 011, degreasers, antIfreeze, and other automotIve hqUIds mto a stream or a
storm dram VIOlates CIty, county and state laws or ordmances. Do not dump them onto
the ground because they will end up m stormwater runoff or m groundwater Do not
use 011 to reduce dust levels on unpaved areas. Instead, recycle used 011 and
antIfreeze Keep them m separate contamers. Call the Recyclmg Hotlme at 1-800-
RECYCLE or call the Thurston County Health Department for the locatIOn of the
nearest recyclmg center, or call your local automotIve servIce centers to see If they
take 011 for recyclmg. Some may also take used 011 filters
3 Wrap empty 011 or antIfreeze contamers m several layers of newspaper, tIe securely
and place m a covered trashcan. AntIfreeze IS sweet tastmg, but pOIsonous to people,
fish, pets and wIldhfe
4 Sweep your dnveway mstead ofhosmg It down. FlUIds and heavy metals assocIated
WIth automobIles can build up on dnveway surfaces and be washed mto local surface
or groundwater when dnveways are hosed down.
5 When washmg vehIcles, do so over your lawn or where you can dIrect soapsuds onto
the lawn or another vegetated area to keep the soaps from washmg mto the storm dram
system or local surface water Your stormwater pond cannot cleanse soapy water
from washed cars.
6 Small spIlls of 011 and other flUIds can be absorbed by usmg matenals such as kItty
htter or sawdust. Wrap the used kItty htter and any contammated soIl m a plastIc bag
and then place It m the garbage
If a spIll reaches surface water, you must notIfy the nearest regIOnal office of the
Department of Ecology ImmedIately! The Southwest RegIOnal Office number IS 407-
6300 or call 911 There are fines for failure to notIfy the appropnate agency when a
spIll occurs.
17
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7 De-lcmg chemIcals (vanous types of salt) can harm concrete less than three years III
age, bum vegetatlOn, and be corrOSIve to cars and other metal objects. De-lcmg
chemIcals and theIr addItives can be tOXIC (Cyamde IS formed from the breakdown of
a common antI-cakmg agent used m de-lcmg chemIcals.)
Urea salts are an alternative to other types of salt de-lcers, but great care must be used
m applymg them. These salts contam large quantitIes of mtrogen, WhICh can severely
bum plants and encourage algae growth III lakes and/or Puget Sound, If over-apphed.
8 The use of these chemIcals should be mlmmlzed or aVOlded. Instead, shovel walks
clear and apply a dustmg of sand to Improve footmg.
18
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S1. '22, '1999 18 SIA
Thl~rst. on Co! WA
Table 1 Hazardous Household Substances List
1 Batteries 1 Adhesives, glues, 1 Oven cleaners
cements
2 Waxes and cleansers 2 Roof coatings, 2 Degreasers and
sealants spot removers
3 Paints, solvents and 3 Caulking and sealants 3 Toilet, drain and
thinners septic tank
cleaners
4 Additives 4 Epoxy resins 4 Polishes, waxes
and strippers
5 Gasoline 5 Solvent-based paints 5 Deck, patio and
chimney cleaners
6 Flushes 6 Solvents and thinners 6 Solvent cleaning
fluids
7 Auto repair materials 7 Paint removers and
strippers
8 Motor"oil
9 Diesel oil
10 Antifreeze
1 Insecticides 1 Paints, thinners and 1 Ammunition
solvents
2 Fungicides 2 Chemicals (photo and 2 Asbestos
pool)
3 Rodenticides 3 Gues and cements 3 Fireworks
4 Molluscicides 4 Inks and dyes
5 Wood preservatives 5 Glazes
6 Moss retardants 6 Chemistry sets
7 Herbicides 7 Bottled gas
8 Fertilizers 8 White gas
9 Charcoal starter fluid
Source. Guidelines for Local Hazardous Waste Planning, Ecology, No. 87-18 1987
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Table 2 Non- Toxic or Less Toxic Alternatives to Toxic Products
Hazardous Product Alternative(s)
Air fresheners Set out a dish of vinegar or simmer
cinnamon and cloves or set out herbal
bouquets or potpourri in open dishes or
burn scented candles
Bleach Borax or oxygen bleaches or reduce
bleach by Y:z and add ~ - Y:z C baking
soda, or let clothes dry in the sun
Brass polish Worcestershire sauce
Chrome polish Apple cider vinegar or a paste of baking
soda and water or a lemon
Coffee pot cleaner Vineqar
Coffee stains Moist salt paste
Copper cleaner Mix lemon juice and salt or use tomato
catsup
Drain cleaner Use a plunger followed by Y:z C baking
soda mixed in Y:z C vinegar Let sit 15
minutes, pour down 2 qt. boilinq water
Furniture polish Linseed, olive or almond oils or a mixture
of 3 parts olive oil to 1 part white vinegar
or a mixture of 1 Tbs lemon oil and 1
pint mineral oil
Garbage disposal deodorizer Used lemon rind or bakinq soda
Glass cleaner Mix 2 Tbs vineqar with 1 quart water
Grease remover Make a paste of borax on a damp cloth
Ink stain remover Spray with leftover non-aerosol hair
spray before washinq
Laundry soap Borax, bakinq soda or washinq soda
Linoleum floor cleaner 1 C white vineqar in 2 qals water
Mildew remover Equal parts vineqar and salt.
Mothballs Cedar chips or blocks, or use dried
tansy, lavender or peppercorns in
drawers and closets
Oil spills Kitty litter, sawdust.
Oil stain removal White chalk rubbed into the stain prior to
washinq
Oven cleaner Pour lots of salt on fresh spills and
scrape off after the oven cools A soda
water solution will cut grease Paint
ammonia on spills with a paintbrush,
then rinse off
Paint brush softener Hot vineqar
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Table 2 Non-Toxic or Less Toxic Alternatives to Toxic Products (Cont.)
Hazardous Product Alternativelsl
Paint stripper Use mechanical sanding instead of
chemical strippers
Pamt!qrease remover Wear qloves or use baby oil
Pet odor removal Cider vineqar
Pitch or sap remover Butter, margarine or vegetable
shorteninq
Porcelain stain remover Bakinq soda
Refrigerator deodorizer Open box of baklnq soda
Rug/carpet cleaner (General) Use a soap-based non-aerosol
rug shampoo, vacuum when dry
(Spots) Pour on club soda or sprinkle
cornmeal or cornstarch on the rug, let sit
for at least 30 minutes, then vacuum
Rust removal Lemon juice plus salt plus sunliqht.
Rusty bolt remover Carbonated beveraqe
Scorch mark remover Grated onion
Scouring powder Baking soda or a non-chlorine scouring
powder
Silver polish Soak silver in warm water with 1 Tbs
soda, 1 Tbs salt and a piece of
aluminum foil
Stainless steel polish Mineral oil
Toilet bowl cleaner Paste of borax and lemon iuice
Tub and tile cleaner 1,4 C soda and 1'2 C white vinegar mixed
with warm water
Upholstery spot remover Club soda
Water mark remover Toothpaste
Water softener 1,4 C vineqar
PESTICIDES] AND FERTILIZERS
PestIcIdes (such as msectIcIdes and herbIcIdes) and fertIlIzers are commonly used by
homeowners m theIr quest for bIgger, healthIer plants and greener, lusher lawns. These
chemIcals are often overused. Homeowners often apply too much chemIcal at the wrong
tIme, such as before heavy rams or any tIme the plants wIll not be able to absorb all the
1 As used here, the word pesticide can mean any herbicide, insecticide, rodenticide, mitIcide, or other types of chemicals used
in the same manner
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chemIcals These chemIcals are easIly mtroduced mto stormwater runoff and can cause algae
blooms (fertIlIzers) or kIll off aquatic organIsms (pesticIdes)
Fertilizer management
FertIlIzmg a lawn can be done m an envIronmentally sensItIve manner Here are some Ideas
1 Before fertIlIzmg, test your sOlI's pH. ThIS can be easIly done by usmg kItS that are
aVailable, or through tests provIded by WSU Cooperative ExtenSIOn. Use only the
recommended amount of fertIlIzer, and add any sOlI amendments, such as lIme, that
are recommended m your test results.
2 Use fertIlIzers that are appropnate for your area, and for the type of plants you are
growmg. Work the fertIlIzer mto the SOlI dIrectly around the plant's dnp lme By
mcorporatmg the fertIlIzer m the SOlI, there WIll be less likelihood of contammated
runoff. Contact the Thurston ConservatIOn Dlstnct to find out thIS mformatIOn.
3 Water before fertIlIzmg. Water enough to dampen the ground thoroughly, but not
enough to cause surface runoff. Dampernng the SOlI prevents fertIlIzer from bemg
washed from the surface of dry SOlI m the first ram or watenng after applIcatIOn
4 Many SOlIs can benefit from the use of orgarnc. fertilIzers.such as compost or peat. Not
only do these substances add nutnents to SOlI, they also mcrease the porosIty of the
SOlI and mcrease ItS abIlIty to hold water
5 Slow release fertIlIzers (WhICh are generally resm-coated) can be used m addItIOn to
orgarnc fertIlIzers They'are not mobile m the sOlI, and are only applIed once
Integrated pest management
Rather than bnngmg out the sprayer whenever a pest mfestatIOn occurs m the garden,
consIder usmg Integrated Pest Management (also known as IPM) IPM emphasIzes the
evaluation of all factors mcludmg envIronmental effects before chemIcals are applIed.
PesticIdes should only be used as a last resort. Some of the tactics that can be used to
decrease or elImmate the use of pestIcIdes mclude
Use of Natural Predators, Pathogens: Because chemIcal sprays generally kIll many
benefiCIal msects mstead of Just the target pest, It may be necessary to mtroduce
natural predators back mto the garden. .Ladybugs, lacewmgs, predatory wasps, and
nematodes are all commercIally aVailable. Garter snakes and toads are also predators
and should not be elImmated from the garden.
There are some bactena, VIruses, and msect paraSItes that are speCIfic to pests and WIll
not harm other msects or arnmals. A commonly used bactenum m the Puget Sound
area IS BaCIllus thunnglensls (Bt), wruch IS mtended to control mfestatIOns of tent
caterpIllars. Products contammg Bt are aVailable at your nursery
Habitat Changes: Many times a change of habItat can control pest mfestatIOns.
Removal of old tires can cut down on the mosqUIto populatIOn by removmg a
convernent water-filled location for them to breed m. Crop rotatIOn, even m a small
garden, can reduce the number of pest mfestatIOns. Removmg last year's leaves froni
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under rose bushes can cut down on the mCIdence of mIldew and blackspot, as these
fungI overwmter m dead leaves.
Timing: Crops that can overwmter (such as leeks or carrots) should be planted m the fall.
ThIS gIVes them tIme to become establIshed before pests arnve m the spnng.
Mechanical: Many eggs, larvae, cocoons, and adult msects can be removed by hand. Be
sure that the msect IS properly IdentIfied pnor to removmg It so those beneficIal
msects are not destroyed m error Drowmng msects m plam water or spraymg them
WIth soapy water are alternatIves to squashmg them.
Resistant Plants: Plants that are natIve to thIS area are often more reSIstant to pests and
clImate, etc than are mtroduced plants. Many plant cultIvars have been developed
WhICh are reSIstant to such dIseases as vertIcIlIum WIlt and peach leaf curl. Grass seed
mIxes are also avaIlable for lawns that need much less watenng, mowmg, and
chemIcal use
Growing Conditions: Plants, such as hostas, that reqUIre some shade are more
susceptible to pests when they are growmg m the sun. Plants that are not properly
fertIlIzed or watered are less VIgorous m growth and tend to attract pests. Plants that
prefer an aCId SOlI, such as azaleas, WIll perform .better and be less susceptible to pests
when they are grown m SOlI WIth the proper pH.
Chemicals: ChemIcals are a small part of the IPM plan and should be applIed only as
needed after revIewmg all other alternatIves.
Pesticide management
When use of a chemIcaL IS the best or only optIOn, follow these SImple gUIdelmes
23
Know what pest you are spraymg for Use the pestIcIde accordmg to the
manufacturer's mstructIOns and buy only the quantIty needed. Many pestICIdes have a
lImIted shelf lIfe and may be useless or degrade mto even more tOXIC compounds If
kept on the shelf.
Do not apply more than the speCIfied amount. Overuse can be dangerous to your
health as well as the health of WIldlIfe and the enVIronment. If more than one
chemIcal can be used to control the pest, choose the least tOXIC The word "cautIOn"
on the label means that the chemIcal IS less tOXIC than one that IS labeled "warnmg"
Do not spray on wmdy days, m the mornmg of what WIll be a very hot day, or when
ram IS likely to occur HerbICIdes can dnft and mJure valuable ornamental plants m
eIther yours or your neIghbor's back yard. Do not water heaVIly after applIcatIOn.
Plants should be lIghtly watered BEFORE applIcatIOn to prevent burnmg of the
folIage, and to help evenly spread the chemIcal.
4 Never apply pestICIdes near streams, ponds, or wetlands (exceptIOn. approved
applIcatIOns for aquatIc weeds) Do not apply them to bare eroded ground (exceptIOn.
use of low tOXICIty herbICIdes such as Round-up to allow growth of deSIred plantmg m
small areas) Many pestICIdes bmd to SOlI partIcles and can be eaSIly carned mto a
stream or storm dram.
1
2
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5 PestIcIdes should be stored well away from lIvmg areas. Ideally, the storage area
should have a cement floor and be msulated from temperature extremes. Always keep
pestIcIdes m theIr ongmal contamers wIth labels m tact. Labels often corrode and
become Illegible m tills clImate and may have to be taped onto the contamer
6 Federal law now reqUIres that all pestIcIdes be labeled wIth the appropnate dIsposal
method. Leftovers should never be dumped anywhere, mcludmg a landfill. Take
unwanted pestIcIdes to the County's hazardous waste collectIOn days or Hazo House at
the landfill.
7 Empty contamers should be tnple-nnsed and the nnse water used as spray Once
contamers are tnple-nnsed, they are not consIdered hazardous waste and may be
dIsposed of m most landfills. However, call your local landfill before puttmg the
contamer m the garbage
8 If a pestIcIde IS spIlled onto pavement, It can be absorbed usmg kItty lItter or sawdust.
The contammated absorbent should be bagged and labeled and taken to Hazo House
9 If the pestIcIde IS spIlled onto dIrt, dIg up the dIrt, place It m a plastIc bag and take It to
Hazo House
10 Many pest control compames and lIcensed applIcators have access to pestIcIdes that
are more tOXIC than those avaIlable to the consumer Check wIth the company before
they spray mdoors or outdoors to find out what spray they WIll be usmg and what
precautIOns, If any, are necessary after the operator leaves.
HOME.REMODELING
Remodelmg uses some of the most tOXIC substances found m the home Pamts, preservatIves,
stnppers',brush cleaners, and solvents all contam a WIde range of chemIcals, some of whIch
are suspectedto be carcmogens (cancer causmg) These products should never be dumped m
a landfill or put down a sewer or septIc system.
1 When bUIldmg a deck conSIder usmg wood mstead of concrete Wood deckmg allows
ramwater to dnp onto the ground below, keepmg It from becommg surface runoff.
2 Decks and SIdewalks can also be bUIlt out ofbnck mterlockmg pavers or modular
concrete. If these surfaces are placed ona bed ofwell-dramed SOlI gravel or sand,
ramwater can mfiltrate mto the around through them.
3 To reduce dIsposal problems, buy only the amount you need. Used turpentme or
brush cleaner can be filtered and reused. Pamt cans should be allowed to dry and then
be dIsposed of dunng a hazardous waste collectIOn day or at Hazo House
4 Leftover pamt can be gIVen away, for example to a theater group Contact the
Thurston County Health Department at 754-4111 for other optIOns.
5 Roof downspouts can be adjusted to mfiltrate runoff where the sallIS well dramed.
The runoff from them can enter a gravel bed where It can mfiltrate mto the ground.
For deSIgn cntena, see your JunsdIctIOn's dramage manual.
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6 When gardemng on slopes, reduce the potentIal for surface runoff by usmg terraces
across the face ofthe hIll. These can be as sImple as lIttle sOlI "bumps" or can be
elaborate usmg such products as pressure-treated wood 4x4's or rock walls.
SEPTIC SYSTEM CARE AND MANAGEMENT
WhIle septIc systems do not seem to have a dIrect relatIOnshIp wIth stormwater runoff, they
can m some mstances be related.
1 Roof drams and stormwater runoff should be dIverted away from dramfields Excess
water reduces the capaCIty of the dramfield to absorb effluent from the septIc tame
2 Water from hot tubs should not be dramed mto a septIc system all at once They are
not desIgned to handle large volumes of chlonnated water EIther use the water on
plants m the yard, or dram the hot tub slowly over a penodof days.
3 SeptIc tanks should be pumped regularly Ponded water, damp places 'Ill the yard, foul
odors and/or a dark gray or black soIl color may mdIcate septIc dram field fmlure
Effluent from a malfunctIOmng septIc can cause dIsease and mtrate problems m
groundwater For septIc system assIstance, contact the Thurston County Health
Department at 786-5490
REFERENCES
Puget Sound Water QualIty Authonty, Managmg Nonpomt PollutIOn - an ActIOn Plan for
Puget Sound Watersheds, 88-31, June 1989
Washmgton State Dept. of Ecology, Water QualIty GUIde - Recommended PollutIOn Control
practIces for Homeowners ,and Small Farm Operators 87-30, reVIsed June 1991
Washmgton State Dept. of Ecology, Hazardous Waste PestICIdes, 89-41, August 1989
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GLOSSARY
BEST MANAGEMENT PRACTICE (EMP) - Structures, conservatIOn practIces, or
regulatIOns that Improve qualIty of runoff or reduce the Impact of development on the
quantIty of runoff.
BIOFIL TER (SW ALE) - A wIder and flatter vegetated verSIOn of a dItch over whIch runoff
flows at umform depth and velocIty BIOfilters perform best when vegetatIOn has a thICk mat
of roots, leaves, and stems at the soIl mterface (such as grass)
BIOFIL 'FRA TION - The process through WhICh pollutant concentratIOns m runoff are
reduced by filtenng runoff through vegetatIOn.
BUFFER - The zone that protects aquatIc resources by provIdmg protectIOn of slope stabIlIty,
attenuatIOn of runoff, and reductIOn of landslIde hazards. An mtegral part of a stream or
wetland ecosystem, It provIdes shadmg, mput of orgamc debns, and coarse sedIments to
streams. It also allows room for vanatIOn m stream or wetland boundanes, habItat for
wIldlIfe, and protectIOn from harmful mtrusIOn.
CATCH BASIN.:: An mlet for stormwater set mto the ground, usually rectangular and made
of concrete, and capped wIth a grate that allows stormwater to enter
CHECK DAM:: A dam (e g., rock, earthen, log) used m channels to reduce water velocItIes,
promote sedIment deposItIOn, and/or enhance mfiltratIOn.
COMPOSTSTORMW A TER FILTER - A treatment facIlIty that removes sedIment and
pollutants from stormwater by percolatmg water through a layer of speCIally prepared bIgleaf
maple compost. Clean water eXIts the bottom of the facIlIty through a pIpe, whIle stormwater
flows m excess of the facIlIty desIgn overflow the compost bed and bypass the facIlIty
CONSTRUCTED WETLAND - A wet pond wIth dead storage at vaned depths and planted
wIth wetland plants to enhance ItS treatment capabIlItIes.
CONTROL STRUCTURE OR FLOW RESTRICTOR - A manhole and/or pIpe structure WIth
a flow-regulatmg or metenng devIce such as a weIr or plates wIth small holes known as
onfices. ThIS structure controls the rate at whIch water leaves the pond.
CONVEY ANCE - A mechamsm or devIce for transportmg watennc1udmg pIpes, channels
(natural and man-made), culverts, gutters, manholes, etc
CRITICAL AREA - Areas such as wetlands, streams, steep slopes, etc as defined by
ordmance or resolutIOn by the JunsdIctIOn. Also known as envIronmentally senSItIve areas.
26
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CULVERT - A conveyance devIce (e.g., concrete box, pIpe) WhIch conveys water from a
dItch, swale, or stream under (usually across) a roadway or embankment.
DEAD STORAGE - The volume of storage m a pond below the outlet whIch does not dram
after a storm event. Tills storage area provIdes treatment of the stormwater by allowmg
sedIments to settle out.
DETENTION FACILITY - A facIlIty (e g., pond, vault, pIpe) m whIch surface and storm
water IS temporanly stored.
DETENTION POND - A detentIOn facIlIty m the form of an open pond.
DISPERSION TRENCH - An open-top trench filled wIth nprap or gravel that takes the
dIscharge from a pond, spreads It out, and spllls"(bubbles) the flow out along ItS entire length.
DIsperSIOn trenches are used to SImulate "sheet flow" of stormwater from an area, and are
often used to protect senSItIve adjacent areas, such as wetlands
DRAINAGE SYSTEM - The combmatIOn of Best Management Practices (BMPs),
conveyances, treatment, retentIOn, detentIOn, and outfall features or structures on a proJect.
DROP STRUCTURE:_Astructure for droppmg water to a lower elevatIOn and/or dIsslpatmg
energy A drop may be verticaL or mclmed.
DRY POND- A detentIOn facIlIty that drams completely after a storm. ThIS type of pond has
a pIpe outlet atthe bottom.
EASEMENT - A nght afforded a person to make lImIted use of another's real property
TypIcal easements are forpIpes or access to ponds, and may be 15 to 20 feet WIde
EMERGENCY OVERFLOW OR SPILL WAY - An area on the top edge of the pond that IS
slIghtly lower m elevatIOn than areas around It. ThIS area IS normally lIned WIth nprap The
emergency overflow IS used only If the pnmary and secondary outlets of the pond fall, m the
event of extreme storms, or If the mfiltratIOn capabIlIty of the pond becomes sIgmficantly
dlmlmshed. Ifthe emergency overflow ever comes mto play, It may mdIcate the pond needs
to be upgraded.
ENERGY DISSIPATER - A rock pad at an outlet deSIgned to slow the velOCIty, spread out
the water leavmg the pIpe or channel, and reduce the potential for erOSIOn.
FREEBOARD - The vertIcal dIstance between the desIgn hIgh water mark and the elevatIOn
of the top of the pond. Most ponds have one to two feet of freeboard to prevent them from
overflowmg.
INFILTRATION - The soakmg of water through the SOlI surface mto the ground (percolatIOn
IS essentially the same thmg) Many ponds are deSIgned to mfiltrate or retam stormwater, and
thus do not have a regularly used dIscharge pIpe.
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INFILTRATION FACILITY (OR STRUCTURE) - A facIlIty (pond or trench) whIch retams
and percolates stormwater mto the ground, havmg no dIscharge (to any surface water) under
normal operatmg condItIOns
JUNCTION - Pomt where two or more dramage pIpes or channels converge (e g., a manhole)
JURISDICTION - OlympIa, Lacey, Tumwater, or Thurston County (as applIcable)
LINED POND OR CONVEYANCE - A facIlIty, the bottom and SIdes of whIch have been
made impervIOus (usmg, for example, a plastIc lmer or clay/sIlt soIl layer) to the transmISSIOn
of lIqUIds
LIVE STORAGE - The volume of storage m a pond 'above, the outlet WhICh drams after a
storm event. ThIs storage area provIdes flood control and habItat protectIOn for nearby
streams
MANHOLE - A larger versIOnofa catch basm, often round, wIth a solId lId. Manholes allow
access to underground stormwater pIpes for mamtenance.
NATURAL CHANNEL - Stream, creek, nver,Jake, wetland, estuary, gully, swale, ravme, or
any open condUIt where/water WIll concentrate and flow mtermlttently or contmuously
OIL-WATER SEPARATOR ":_.A structure or devIce used to removeOll and greasy solIds
from water They operate by llsmggravltyseparatIOnof lIqUIds that have dIfferent densItIes.
Many catch.basms:have a downtumed"elbow,that provIdes some OIl-water separatIOn.
OUTF ALL - The pomt where water flows from a man-made condUIt, channel, or dram mto a
water body or other natural dramage feature
RETENTION FACILITY - An mfiltratIon facIlIty
RETENTION POND - A retentIOn faclhtythat IS an open pond.
REVETMENTS - Matenals such as rock or keystones used to sustam an embankment, such
as m a retammg wall.
RIP RAP - Broken rock, cobbles, or boulders placed on earth surfaces, such as on top of a
berm for the emergency overflow, along steep slopes, or at the outlet of a pIpe, for protectIOn
agamst the actIOn of water Also used for entrances to constructIOn SItes.
RUNOFF - Stormwater
SAND FILTER - A treatment facIlIty that removes sedIment and pollutants from stormwater
by percolatmg water through a layer of sand. Clean water eXIts the bottom of the facIlIty
28
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through a pIpe, whIle stormwater flows m excess of the facIlIty desIgn overflow the sand bed
and bypass the facIlIty
STORMW ATER - That porhon ofpreclpltatlOn that falls on property and that does not
naturally percolate mto the ground or evaporate, but flows VIa overland flow, channels or
pIpes mto a defined surface water channel, or a constructed mfiltratlOn facIlIty Stormwater
mc1udes washdown water and other wastewater that enters the dramage system.
SW ALE - A shallow dramage conveyance wIth relatlVely gentle sIde slopes, generally wIth
flow depths less than one foot. ThIS term IS used mterchangeably wIth "BIOFILTER"
TRASH RACK OR BAR SCREEN - A devIce (usually a screen or bars) that fits over a pIpe
opemng to prevent large debns such as rocks or branches from entenng and partIally blockmg
the pIpe.
WET POND - A stormwater treatment pond desIgned wIth a dead storage areato mamtam a
contmuous or seasonal statIC water level below the pond outlet elevatlOn.
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City of Yelm
105 Yelm Avenue West
PO Box 479
Yelm, Washington 98597
(360) 458-3244
February 18, 1999
Michelle Aston
Columbia State Bank
VIA Fax: (253)581-0384
Re Release of Letter of Credit and Assignment
Dear Ms Aston
The City of Yelm hereby releases all rights, title and interest in and to Savings Account
#4000251621 in Columbia State Bank in the name of Harr Family Homes, Inc All
improvements attached to the Letter of Credit and Assignment have been completed to the
City's satisfaction
If you have any questions please contact me at (360) 458-8408
zz~c
Catherine Carlson ~
City Planner
cc Harr Family Homes Inc VIA Fax: (253) 539-1293
Tim Peterson
Ken Garmann
/
I
/
I
J
/
I
LETTER OF CREDIT AND ASSIGNMENT
This Letter of Credit and Assignment is made pursuant to the provisions of SectIOn 16.20030 and
16.20040 of Yelm Municipal Code for the purposes ofbondmg in lieu of completion of required improvements
and repairs described m the agreement attached hereto and made a. part hereof. The undersigned does hereby
assi~n~er'si1P2rer. unto City of Yelm, all rights, title and Interest 10 and to Savings Account
No. -r 7j m C.du""b;'A s.f.Hk. &..k... in the name ofHarr Family Homes, Inc. 'with
full power and authority to demand, collect and recelVe said deposit for the use and purpose of completing the
required improvements described in said Agreement. No buildmg pennits other than the original five (5) building
penmts shall be issued prior to completion of these improvements and release of this Assignment.
It IS understood and agreed that Columbia State Bank holds the certificate covering said account in its possesSIon
and agrees to hold the sum of $14,700,00 therein until release or partial release of thIS Assignment is received
from The City of Yelm pursuant to the teons of the attached Agreement, or demand made by The City of Yelm
pursuant to Section 16.20030 of the Yelm Municipal Code and tbe provisions of said attached Agreement.
DATED this
/ t> '7!!
~~ 19 &Ie
'~O-~
Developer
day of
ATTEST'
i?~ Or ?Y~
Secretary
BY
The ~ hereby confums the deposit of $ /'7j 70tJ . do in Savings A.ccount
No...-4- . ILP21 in accordance with the terms set forth herein and agrees to administer said account as
provided herein above until all such funds are released by The City otYelm.
A ITEST'
ClJlal'-f/b/A- i!lA-N k-
BYC;;t';~~ tJ:ihu
TITLE. (!s K:..
PHONE. (jJ5~).s 8/- ill:. 3 c...
f~ 2-'5''7 TEI-O ~S+
(N:J\DAT A\TERESA\C~TASNLT
FAX TRANSMISSION
To: --Vflv~ - i!U/ r:P-i"11 Ie-,
lfrJiYle 5 I
Fax #:6 II
C-S-5~ 5 !li - ( Z- Cj ~
From: /I 1...1_ !? I:
LAY r J I e.-- Ltt,f ~
Subject:
COMMENTS
CITY OF YELM
PO BOX 479 - 105 YELM AVE W
YELM WA 98597
360-458-3244
FAX. 360-458-4348
Date: 2-/IB/11
Pages: L , including this cover sheet.
**
If you do not receive all copies or any copy is not legible, please call (360) 458-3244 as
soon as possible.
dslc' \office\forms\fax. 3
FAX TRANSMISSION
CITY OF YELM
PO BOX 479 - 105 YELM AVE W
YELM WA 98597
360-458-3244
FAX. 360-458-4348
To: ~(J1ejlu ifv~
Fax#: ~3) 58/- 0384-
From: 6.:fht0 Curl'S~
Date: 2" 18 -9 /
Pages: .3, including this cover sheet.
Subject:
Re.!u ~ -C 01
L-LI/--t' Of Cr ult ~f- 01-- ;fssf1t1/f1 ed-
COMMENTS
**
If you do not receIve all copies or any copy is not legible, please call (360) 458-3244 as
soon as possible.
ds/e: \office\forrns\fax. 3
.)AN-13-99 WED 18:07
p, 01/04
THURSTON COUNTY
TITLE COMPANY
105 EAST 8TH AVENUE
OLYMPIA, WASHINGTON 98501
TELEPHONE (206) 943-7300
FAX: 357"8562
FAX. 786-9315
FAX COVER LETTER
DATE
\ ,t 2> -TI
C~~ ~M\SM
__ C~_ ---R ~e \ VV\
ll/S-8. t-J 3q~
RE. NG \J~\~~
E \~~~
~~ < - Cf:'F\~~~(c;\~
w. .ffi.~mm;"9~~~i.Z~M~:~.~vJ
please call (~' at pho"e num"""
FROM_ ~
TO
FIRM
CITY
TELECOPIEA I
4JAN-13-99 WED 18:07
p, 02/04
SUBDIVISION GUARANTEE
SCHEDULE A
Order No
107049
Serial No.
G-1103-0044
Dated
January 14, 1999 at 8:00 a.m.
Liability'
$1,000.00
Name of Assured:
Harr Family Homes, Inc., a Washington corporation
The assurances referred to on the face page are:
That, according to those public records which, under the recording laws, impart constructive notice
of matters relative to the following described real property'
Parcel A and B of Boundary Line Adjustment No. BLA-98-8203YL, recorded January 13,1999,
under File Nos. 320371& In Thurston County, Washington.
Title to said real property is vested in:
Harr Family Homes, Inc., a Washington corporation
subject to the matters shown on the following page(s) under Exceptions, which Exceptions are not
necessarily shown in the order of their priority
SCHEDULE A
SubdIvisIon GuarantlHl
Pag9 1
PACIfiC NORTHWEST TITLE
INSURANCf COMPANy" INC.
JAN-13-99 WED 18:07
P. 03/04
Order No.
107049
SCHEDULE A (Continued)
EXCEPTIONS.
1 General taxes and assessments, if any, no search having been made thereof; also, taxes or
assessments which are not shown as existing liens by the records of any taxing authority that
levies taxes or assessments on real property or by the public records.
2. Unpatented mining claims; reservations or exceptions in the United States Patents or in Acts
authorizing the issuance thereof; water rights, claims or title to water
3 Title to any property beyond the lines of the real property expressly described herein, or title
to streets, roads, avenues, lanes, ways or waterways on which such real property abuts, or
the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement;
or any rights or easements therein unless such property, rights or easements are expressly
and specifically set forth in said description.
4 Deed of Trust dated November 18, 1997, recorded December 2. 1991, under File No.
3122731, to secure an indebtedness of $1,250,00000; and any interest, advances or other
obligations secured thereby;
Grantor' Harr Family Homes, Inc. a Washington corporation
Trustee. Commonwealth land Title Company
Beneficiary' Cascade Bank
(Affects a portion of this property)
5. Deed of Trust dated November 17, 1997, recorded December 2, 1997, under File No
3122604, to secure an indebtedness of $360,000.00; and any interest, advances or other
obligations secured thereby;
Grantor' Harr Family Homes, Inc., a Washmgton corporation
Trustee: Thur~ton County Title Company
Beneficiary' Steadman limited partnership number 1993. a
Washington Limited Partnership
(Affects a portion of said premises)
6. Deed of Trust dated February 27, 1998, recorded March 17, 1998, under File No 3141060.
to secure an indebtedness of $450,000,00; and any interest, advances or other obligations
secured thereby:
Grantor' Harr Family Homes, Inc., a Washington Corporation
Trustee. First AmerIcan Title Company
Beneficiary' Mark J Carpenter and Linda C Carpenter
(Affects a portion of said premises)
7 Easement granted to Olympic Pipe Line Company for oil products pipeline, as recorded May
21, 1964, under Auditor's File No 697559 (Affects Southeasterly boundary of premises)
Said easement was amended by instrument recorded October 19, 1998, under File No.
3185930
(continued)
SCHEDULE A
SubtllvlslQn Guar,ntee
Pagll 2
PACIfiC NORTHWEST TITLE
INSUtlANCE COMPANY; INC.
JAN-13-99 WED 18:07
p, 04/04
.
SCHEDULE A (Continued)
Order No. 107049
SPECIAL EXCEPTIONS;
8 Easement for ingress and egress over an existing 20-foot wide driveway, as reserved by
Delia Chambers in deed recorded August 3, 1970, under Auditor's File Nos. 826883 and
826884.
9 Covenant to share the costs of maintaining jointly~used driveway and jointly-used well, and
covenant restricting the use of said well, all as recorded August 3, 1970, under Auditor's File
Nos, 826883 and 826884
10. Declaration of Boundary Line Adjustment and Covenants,
Recorded: December 11, 1991
File No.. 9111120209
11 Mitigation Agreement between the Yelm Community Schools District No.2, Yelm, and Paul
Steadman, recorded June 21, 1995, under Auditor's File No. 9506210116
12. Mitigation Agreement between the Yelm Community Schools District No.2. and Mark
Carpenter, recorded August 21, 1996, under File No. 9508210126
13 Declaration of Boundary Line Adjustment and Covenants;
Recorded: June 14. 1996
File No. 3035523
14 Terms and conditions of Basic Trail Permits between Harr Family Homes, Inc., and/or The
Homeowners Association of Nlsqually Estates recorded December 7, 1998, under File Nos.
3196238, 3196239 and 3196240.
15. Letter of Credit and Assignment from Harr Family Homes, Inc. to Columbia State Bank for
City of Yelm improvements. recorded January 11, 1999, under File Nos. 3203128 and
3203129
16. Declaration of Boundary Line Adjustment and Covenants;
Recorded: January 13, 1999
File No 3203716
(Copy is hereto attached)
End of Schedule A Exceptions.
RC/nk
SCHEDULE A
Page 3
PACIfiC NORTHWEST TITLE
INSURANCE COMPANY, INC
SOl)dtvlelQn Guarantee
..
....
I ~~ of THE P<<f~ I
~ ~
FAX TRANSMISSION
CITY OF YELM
PO BOX 479 - 105 YELM AVE W
YELM WA 98597
360-458-3244
FAX, 360-458-4348
To: GMj tL)tLvaJI
Fax#: '15+- +4&2-
From:C417{~ W/~
Date: {-- 12. - 1 9
Pages: 3 , mcludmg this cover sheet.
Subject:
COMMENTS
**
If you do not receive all copies or any copy IS not legible, please call (360) 458-3244 as
soon as possible
ds/c: \office\forms\fax. 3
'"
~----~~--_...-
~
Dee d f'I/ M i.rs i (; N
WATER WELL REPORT
8WI Card No. J if ;J.7 2-
UHIQlJE WEU I.D,' (JId N G
d
STATE OF WASHINGTON
Waler Right PermIt No.
4-. ~~
(ot} TYPE OF WORK.
Aband'Jned 0
(5) OIMEN~OS. Olameler 01 wsll
Drilled leet D-eplh of complelad ,yell
Inches.
(6) CONSTRUCTION DETAILS:
'----~ ,/
Caelng lnsttllled; ___'. ~.ll~" l!.to
~~lJtalled8 ~am. from___II, to
1lnaa:led 0 __' Olam. trom_.__ll.to
~~ Yell 0 No 0
Type 01 pet1ofator uaea ~ " ,'"
SIlt: 01 pelforatloo8 ~ in. by
perlor81ions !rO~ ................... II. to
__ perfora~a.ff(lm " II. to
perloralions from II, 10
1erHM: V4lS 0 No 0
w.nuflll:lUrer's Name ~ ......
t~ :-_ ~
{!Iam, _ Slot size _. ,. . tr~
DIem, _ Slot $itll trom
Model No.__
ft. to It.
't.l\.> ft.
~~\0lI0
GrMl p<ac:ed from
8Ul"Iaoe \l&G1: (ell 0
Mati9t1el ue0d in 8M1
bid MY .nta contain iJ nllll.\lble welar?
Type of water? _'_
Method 01 sealing slrlUe off
, Si~& 01 ;j/avei
It. to
N<JO
Depth of strala
(7) PUMP' Manu!actUIllr', Name
TYJ1'Il:
......-
HP
(8) WATER lEVELS: Lal'ld.a C4 el9~!~~
llbove m BEta ~,_
Static /twol It below top of well
Artesian I)r8SSIJ re . per square inch
""'~ian water ie controlled by ____
Date
Dale
(ClI(l. valVe. efC )
(9) WELL TESTS. Drawdo~ i8 amounl watef Isvel is lowereo below static level
Was a pump tesl m~? Yes N 0-- If yes, by whom?
YI!Ikl: g&1,/mln. wi ft. drawclown after hrs,
0'
"
Rel.'ovefy data (lime taken as z";ro wi'\en pYmp tumed olf) (water level measurea Irom wall
top 10 water level)
lime Water I.evel lime Water l\1v91 lime Water Level
'-- -- 'S\' ' ....-.,
Dale olleat. -y
&iIeI ~ __galimin. WIth
AirteBl gal.! min. I'Itth stem ael at
II, draw.lown slier
I~.lo<
Arlesian flow __ gp.m. Dale
Temperall.,re of waler _ Was /I o::nemicul analysis n'laOe? Yes 0 No 0
r..L::!..-N, A-LWJA.
(10) WELL LOG or ABANDONMENT PROCEDURE DESCRIP110N
Formation: Oeoorlbe by 00101 character. lIize of material and stl'\.iCly'e. end show thicl<.ness of 8QlJ1Iets
and tha kind and natur.e of the malerial In ellCh slrlllum pilf18tfated, wlth at 1eQ8t one entl)' 10< eadl
change of intOll"\ation. ,
MATl:FIJAl
Fft()O.ll
TO
ft.
ft.
It
ft.
In.
ft.
It,
It.
It.
It
. ft.
Wo", Started
~ 18, C~
WELL CONSTRUCTOR CERTIFICATION:
I constructed and! or aCC$pl rellPOnsibilily for conSl1UctIon of this well, ~:l iIi
compliance with all Washington wel1 c:onslM:lion alandards. Materials used and
lI1e information reported above are true 10 my beSt Kr;ow1tl(jge aOtj belief.
NAME If 415; ctll{!:; L. {J ~ ~ ~~/J L W.//
(P :.lN, FIRM, 0Fl CCIRf'OFIA I\ITl ...---
Add'~~ ?~ ~11 RoO' lVh 1?f(
(Signed)'- ~'(~: ~ltle No. f11 'I
Contractor's
Reglsl~n " / !,e
No. ('f~$ "-'fl "11/7 d d 0ai1e V - .?
(USE ADDiTIONAL SHEETS IF NECESSARY)
""1
.19L
hrs.
hrs.
Ecology is an Equal Oppo.'1unity and Aflirmativ9 Action employer. For spe-
cial accommodation needs, contact the Water Resources Program at (206)
407-66('..0, The TOD number is (206) 407-6006.
14:.
L
'f>.
11 .~
.tt'~
..~
-..,"-- - ----
_.,..-; -A~
._""'f; ..' ~,_ ,.
v----
[)ee oMM/~ lo"j
WAT-ER-W6LLREPORT
FIle GlriGlMllnd Firat Copy wlth
o.pament 01 EeoIOQ'l
",cone Cojiy'- OwnoI", C~V
~r~lrd Copy - Driller', Copy
" (1) OWNER: Name W tJdd
~'
S1art Cerd No.
2 '11) I
UHlQl/E WELL I.D.'_
Addrees
STATE OF WASHINGTON
r f(j/V
Watlllr Right Ponnlt No.
(2)
(21) STREET ADORE
(3) PROPOSeD USE.
(4) TYPE OF WORK. Owner's number of well
(ll more lhan one)
AbendonedO New well 0 Melt1od: Dug 0 Bored 0
Deepened 0 CabloO DrlvenO
Reeondiiioned 0 Flotar~ 0 Jetted 0
(5) ::N~~: Diameter 01 well Inc:I1es,
leel, Depth 01 completed well ?.> It
(6) CONSTRUCTION DETAJLS:~
CuIng Instilled: --- i, lrom-- It. to It,
~~taHed8: lam.,lrom ft.lo__fl.
Threaded 0 . Dlam.lrom__I\,lo It.
1'400
---.......
/
/
,/
Pet1oretlonl: Yel 0
Ty;MI of p8I1Ofator u98d
SIZE Of perforati0n8
perforaliof1S from
perlorallons lrom
per1orallon8 from
,.
,
knIene: YIi& 0
Menuf1Il;luI8f's Name
NoD
//
/:
NoD
Model No,
ft, to
ft. 10
~
QiIm. _,,-- Slat 6lze
Diem. _ Slot elz.e
GnYOl pecked: YQf, 0
GIIYlII pitlO8d from
Iurfeoe 1Olll1: VOfl 0
Material \Ised in su.l
Did any strata contain unusable water?
TiIP4l 01 waler?
Ml!\hod of sea:lng slrata 0 -
,
Size 01 gravel
ft,lo
To wnat depth?
;-0
No 0
Deplh 01 slr8ta
(t)
'-
(i') PUMP: Manulactul8f's Narfle
l)>pe:
(3) WATER LEVELS:
~lew(
Mgel6n pr'eIIUre _
Nt"iar. WIllV1 is con"
H.P
n
I
it below top of well Date
Ills. pinquare I rICh Dale
(Cap, valve', etc.)
II yes, by whom?
n. drawdown alter
hrs.
~-
Date of
Balleftc8l---,.<:--.ll8lJm1n, with --. ft. drawdown aller .__ hro,
Airtesl OIll./min. with stem set at It. tor h~,
Artesian llow ll.p,m. Date
Temporature 01 water ~_ _ Was II cMrr:1cal analllSis m_? r_ n M" n
_ N c 114!iL.. 1/4 Set;;.1 0 T,il-N., P,-1-w"M.
~ '.lA~ tV
(10) WEL.L LOG or ABANDQNlWIENT PROCEDURE DESCRIP'l1ON
Formation: Describe by color. chwacler size of materlai ,and structure. and show l!1id<_ of aquil8rs
and the lIincl and nature ollhe !Ml9rllll In each stralVm ptnfIlreted, wltllllll leusl one entry for ~
char.ge of in/ormation,
MATERIAL
FROIlI
TO
In.
ft.
It.
fl.
It.
It.
-\
I
It,
II,
\ ~I
1-+-
It.
Work Stan6d
~;x
WELL CONSTRUCTOR CEFmFlCATJON:
I constructed andior accept re$pOn&lbIlJ1y for conatructlor! of tnl8 vwe!I, MCI itlI
compliance with all Washington well conatrucllon atandards. tI'.aterlals lUl8d and
the Intonnation r !ted above are true to my best knowledge and belief.
~ "4L Wt l ~"t N
. I ,
"""~ $~t: IrtJt
(Signed) . 1f! I. " , , ~No.11/ '/
NAME
Contractor's
Regist8tion / /r
No. K-<<I '" Q ('I J (3 Oate i-'~
(USE ADDITIONAl SHEETS IF NECE$SAA"t}
.19 '"
Ecology is an Equal Opportunity and AffirmatiVe ActIon employer. For spe-
cia! accommodation needs. contaCt the Water Resources Program at (206)
407 -6600. ThG TOO numbel'is (206\ 407-6006.
JAt~-11-99 MON 17:30
THRSN CTY PARKS AND REC
FAX NO. 3607542956
P.01
COUNTY CO}.MSSIONERS
Judy Wilson
Thstnct One
Diane Oberquell
DistrIct Two
Kevin 1 O'Sullivan
DiStrict Three
THURSTON COUNTY
" W''''''''hv>'' "1' ,7'J"~.'{"J' >1~~1~ ';!.~ ,~~ ~ ~ "'~. .;;
fe'''L l'ft.1\!I::~,'!t!:l!J "N. ~ti."J..,.,;f)':!'N~:~;;,
SINCE i8j2
PARKS AND RECREATION DEPARTMENT
Michael Welter
Director
FAX TRANSMISSION COVER SHEET
DATE:
January 11. 1999
TIME:
5 25 pm
TO:
Cathie Carlson
AGENCY/OFFICE:
City ofYelm
FAX NUMBER:
360-458-4348
FROM:
Michael Welter
2617-A 12th Court SW
Olympia, W A 98502
Phone: (360) 786 . 5595
FAX. (360) 754 - 2956
YOU SHOULD RECEIVE 2 PAGES, INCLUDING THIS COVER SHEET PLEASE CALL
360-786-5595 IF YOUEXPERlENCE TRANSMISSION PROBLEMS
Hard copy to follow'
Yes D
No []I
COMMENTS:
Catlue, I walked the Nisqually Estates site with Steve Hatton. Godat Pantier & Associates, on Friday. January 8 It
appears the contractor has met all the requirements we defined in the punch hst last year. except the placement of
rocks to control vehicle access to the trail corridor I have reached agreement Wlth Kirk Harr for the placement of
the rocks by January 31 (copy attached). This will suffice on our end. I recommend that you proceed with fmal plat
approval. Call if you have questions.
JA~-11-99 MON 17:31
THRSN CTY PARKS AND REC
FAX NO. 3607542956
P. 02
...
... t .~
)
Janutay 8J 1999
Pu1'SuaD.t to om meeting at NisquaJ,ly Estates on. J81IW!J'y ?, 1999, HaIr Family Homes
Inc., agrees to inst<!lllarge lands<:ape rocks to deter vd:dc1e traffic ~ qntering up~
the paved 1nli1. ROcks 8haU. be irnltalled by January 31, 1999 With is ~eement
Th u r S t on CQunty Parb and. Recreation accepts all 1xnptowments as m. . q requiMments
as of this date. : ~ I
,., .,
..
~-
I
~a.~
Kirk A Halt - President
Han Family Homes, Inc.
. hael Welt<<- Director
Thur$l.O.b Cotmty :P~ks
I
i
,;
..
}
I
j
\
(
'" '"
RECEIPT NUMBER:
Page 1 of 1
Total Due
Amount Tendered:
Less Change.
Amount Applied
Receipt Applied To:
Amount Parcel
TOTAL
$3,02019
$3,02019
Form of Payment
Personal Check
TOTAl.
Thank you for your payment.
01-11-1999 13.11 48
THURSTON COUNTY
Office of the Treasurer
669656
$3,020 19
$3,020 19
$000
$3,020 19
Year District
Amount
$3,020.19
$3,020.19
DATEfTIME. 1/11/991'02:00 PM
Cashier' boiries
Description
6381508995
Treasurer's Trust Custodial Account
Reference
Payer
HARR FAMILY HOMES INC
~Jc..~
() 'W
\'8")i1r
ASC0047
Page 1
tiARR FAMILY HOMES. INC.
0018344
I
~
DATE
DESCRIPTION
AMOUNT
DEDUCTION
NET AMOUNT
,.....
----
I ?~~
;V /-S "\ V " i l-\.
CIECK ~,I CONTROl."'-R rr=:
-1 IL~ >
~6D - \010
~P~iri
r , /
t:..- :;f~-r,--
l~
.JG?C'~
M
~RR
fifOMls
HARR FAMILY HOMES, INC
CONTRACTORS # HARRCI. t 22LG
2205 1 16 STREET SOUTH
TACOMA, WASHiNGTON 98444-1419
(253) 539-1 292
rfft Columbia State Bank
II;J Main Ollice
1102 Broadway Plaza
Tacoma, WA 98402
34-827'12!:.1
0018344
PAY
10 1lE
ORDER OF
~ ,
/llUl'_{.iC"\
/~o 1 ',.c"', J/"~
'- L.....~/ ' .....
/
DATE
J/JI/.:H
CONiROl NUMBER
AMOUNT
, \Cf
30~(}
71 rt:.::. -t~c,ilJ'",~' j /I.r~'\ ~
./
lCj/
-::";.,;1 . /'IQt--
,-~ /
t \ ~ / '
I I-I d>
l...~;"",;..~;.-..vJ/< .iY
AUTHORIZED atQNATURE
II' 0 ~ 8 3 It l. nl ': L 2 5 ~ 0 a 2 ? 2!: ? 0 000 g 3 j ? 2 ill
-- -- - - -- - --'- .-'--'-'-----'-- --- ---- --'- ---- -~ ~Zl.C "'XI -..- -- -'.- - -- -'-- ---.-..-.-----.- -- - --'-~._-
V\~)'1'j
01-11-199913.1148
ASC0047
Page 1
THURSTON COUNTY
BY__
--
COUNTY COMMISSIONERS
Judy Wilson
District One
Diane Oberquell
District Two
Dick Nichols
District Three
REC,ETVED
JAN 1 4 1999
SINCE 1852
PUBLIC HEALTH AND
SOCIAL SERVICES DEPARTMENT
.\..~~....=--~_..--.~~.
January 12, 1999
Patrick M. Libbey, Director
Diana T Yu, MD, MSPH
Health Officer
Cathie Carlson
CIty of Yelm
POBox 479
Yelm, W A 98597
Re Final Plat approval for NIsqually Estates
Tax parcel #21725111300, MPD 8150
Dear Ms Carlson.
The above referenced project has been reviewed WIth respect to [mal plat approval Upon review
of our record, It appears that all requirements listed m our July 8, 1995 letter have been
addressed Therefore, I recommend final plat approval be granted for Nisqually Estates
If you have any questions regarding thIS matter, please contact me at (360) 754-2962
ry \V Duvall Jr ".S
Environmental He lth SpecialIst
cc Harr FamIly Homes Inc , 2205 116th S , Tacoma, WA 98444-1419
Environmental Health Division. 2000 Lakeridge Drive SW, Olympia, Washington 98502-6045
FAX (360) 754-4462 TDD (360) 754-2933
*
Recycled Paper
~
LETTER OF CREDIT AND ASSIGNMENT
This Letter of Credit and Assignment is made pursuant to the provisions of Section 16.20030 and
16.20 040 of Yelm Municipal Code for the purposes of bonding in lieu of completion of required improvements
and repairs described in the agreement attached hereto and made a part hereof. The undersigned does hereby
assig~ . 5~er S\t.ol-\ver unto City of Yelm, all rights, title and interest in and to Savings Account
No -r )W~ in (.duw.-b/',.f 5-btrk- &Jc"" in the nanle ofHarr Family Homes, Inc. with
full power and authority to demand, collect and receive said deposit for the use and purpose of completing the
required improvements described in said Agreement. No building permits other than the original five (5) building
pennits shall be issued prior to completion of these improvements and release of this Assignment.
It is understood and agreed that Columbia State Bank holds the certificate covering said account in its possession
and agrees to hold the sum of $14 700 00 therein until release or partial release of this Assignment is received
from The City of Yelm pursuant to the terms of the attached Agreement, or demand made by The City of Yelm
pursuant to Section 16 20 030 ofthe Yelm Municipal Code and the provisions of said attached Agreement.
DATED this
/ D7!!
day of
D-e~ . 19 qg
.~ O.#~
Developer
ATTEST
BY
[)~tA U< %LA-/
Secretary
The .I ~sleAi(Jned hereby confirms the deposit of $ /c.;; 70t) ,tfo in Savings Account
No-1:..wUL'SI LPZI in accordance with the tem1S set forth herein and agrees to administer said account as
provided herein above until all such funds are released by The City of Yelm.
ATTEST
ColaM/k4 ?J/hJK-
~~MW111i
BMf<~~'~ a~
TITLE (!/S K
PHONE (?~3)..s 8/- '-!z 3 c-
[N ]\DATAITERESAICRTASNLT
II 111I 1I1I11111LJII J II
~~;~~l}~~i ,!SP .11 Jill 11111 11111 111111
3203128
Page 1 of 1
81/11/1999 82 81P
- --
City of Yelm
105 Yelm Avenue West
PO Box 479
Yelm, Washington 98597
(360) 458-3244
Date.
~____L__^"" ...^^^
Ut::t;t:11I~ .e.a, I~
To.
Mayor Wolf and City Council Members
From: Cathie Canson, City Planner
Re. Final Plat for Nisqually Estates, Phase I. Division I & II, SUB-98-8228-YL
STAFF REPORT - SUMMARY STATEMENT AND DEPARTMENT RECOMMENDATION:
Staff recommends the City Council approve the above referenced project as forwarded by the Yelm
Planning Commission.
A.. PROPOSAL
Applicant: Harr Family Homes
Proposal: 61 - Lot, final Plat APProval for Nisquatly Estates ~ I, Dtv1sioo I & ;;
Location: West side of Hwy 507 south of the golf course.
B. BACKGROUND
The Yelm City Council approved, with conditions, a preliminary plat for the above referenced project
on october 25, 1995 There were two original preliminary plat applications for the project. Nisqually
Estates I and If with two separate property owners/applicants. Each project received preliminary
approval for eo lots each. The projects, DiVision I and II were purchaSed by Harr Family Homes. The
final plat before the City Council is for Nisqually Estates Division I
c. PI~:1.ninc Comm~lon Action
TOO Planning Commission reviewed the final plat at their December 21, 1998, meeting fer eompti9flCe
with the conditions of approval placed on the preliminary plat. Ttle Planning Commission has
reviewed the final plat and is satisfied that all conditions have been meet and Tewmm~f1ds th~ City
Cui.iiiui &jjjjrove tt.e finai 'plat for Nisquaiiy Estates, Phase I, Division I & n. with the following
-wiidffium~:
1 Original Pedestrian Easement Condition
A pedAstrian easement shall be dedicated betw6a'\ lots 93 aiid 94 Cind SliUWiI as Tract
N on the face of the plat. 100 pedestrian easement shall be six feet wide, signed,
graveled and fenced along the adjacent property line. The fence shall be six feet in
height, of solid material and setback: twenty feet from the public right-of-way The
homeowners association shall be responsible for the maintenance of the pedestrian
easements.
Fiiiiflillflij COiiunisiiioi) R~omm8ndation:
The applicant shall construct a pedestrian easement between luts 93 and 94 The pedestrian
easement shall be construct with the following improvements: install a 4' cyclone fence
setback twenty feet from the public right-of-way along both sides of the easement, signed as a
pedestrian easement, and graveled. The homeowners association shall be responsible for
the maintenance of the pedest."ian easements.
The impfiJ\lE:l-nents to ~ pedestrian easement may be postponed until such time the houses
are constructed an the adjacent lots. A record of lien shall be recorded With tJ1e-f1fla1 plat
requiring the pedestriai1 easelllimt impmvements be completed prior to the sale of a home on
either ;ot.
2. City street staOOards for a local access residential street require street tre~s be pianLeU wiUI
the coii~'ud:ioo oi new roads. Street trees are feqtf.red to be planted 3S on centeL
F;iiiiiiiiiiQ Cummission Recommendatioi\
SQ~i. L ':':t:~ i1~t: rIOt been planted at this tiiTl€. The appli~nt has. submif~ a Letter of Credit
anu Assigned Savings for i h: times the cost of the trees and installation in the planter strips
along 1he ei'itninces and Btuurad the s'"Wttllw-alerfi;iCiIi'''aies_ The release of the assigned saviugs
would occur When the trees were install. Also no building pi:iT\1its would be issued beyond ttie
fi~ 5, wtiicr'1 are for model homes, untii tiie trees are piai1tca.
rUI un:: ft::ffl&i(urlY iequiied stroot trees 0(1 the internal roads the Planning Commiss~on
recommends that a condition be placed on each buiiding perrnlt requiiirl{i or!€: street tree b6
planted in the pl-i.inti:t- 5Ulp in fmilt of said lot.
D. COUNCIL. ACTION
The City Council may take one of me fallowing actions: Approve the final plat as forwarded by
the Planning Commission. approve the final plat with modifications or require the applicant to
fulfil all preliminary plat conditions of approval as originally specified prior to final plat approval.
... IUJ..J 4fV..
NlSQUALLY ESTATES DIVISION
PHASE 1
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Dec 23 98 12:53p
Skillings-Connoll~, Inc.
(360) 491-385?
p. 1
SkilliNGs ~ CONNOLly ENe.
CoNsulriNG ENGiNEERS
PO Box J08O, lAay, WM!titqroH 98JOM06O
(J6O) 491,H99 , F.a ('60) -491,JIIH
~ ski1Im~1rtquGM
FAX
Date"
12/23/98
PrOject No.
98007
Nwnber of pages mcludmg cover sheet;
5
PrOject Name:
General Services
To:Catberine Carlson
City Planner
From:Pat Fox, P.L.S.
Survey Manager
Phone:
E-Mail.
(360) 491-3399
(360) 491-3857
skilhngS@skillings.com
Phone:
Fax phone.
( )
( ) 458-4348
Fax phone:
cc
REMARKS.
o Urgent
o For your review
o Reply ASAP
l8J Please comment
Catherine,
Attached you will fmd my comments for Div.I & II
111111 IF YOU DO NOT RECEIVE ALL COPIES OR ANY PAGE IS NOT LEGIBLE
PLEASE CALL (360) 491-3399, AS SOON AS POSSIBLE w**
This facsimile transmission (and or documents accompanying it) may contain confidential information belonging to a sender
which is protected by the consultant-client privilege. The infonnation is intended only for the use of the individual or entity
named above. If you are not the intended recipient, you are hereby notified that any disclosure copying, distribution, or the
taking of any action in reliance on the contents of this information is strictly prohibited. If you received this transmission in error,
please notify us by telephone immediately to arrange for return or destruction of the documents.
Dec 23 98 12:54p
.
Skillings-Connoll~. Inc.
(360) 491 -3857
p.2
December 23, 1998
#98007
City of Yelm
105 Yelm Avenue West
Yelm, WA 98597
ATTN. Catherine Carlson
City Planner
RE: Final Plat Comments for Nisqually Estates Division 2 Phase 1
Dear Ms. Carlson
We have reviewed the plat, lot closures and plat certificate for this subdivision I have
attached a listing of the items that should be addressed prior to approval of this
subdivision
If you have any questions please don't hesitate to call me My direct number is 455-
3120
Sincerely,
SKILLlNGS-CONNOLL Y, INC.
Consulting Engineers
Pat Fox. P L S
Survey Manager
(q;project\ 1998\98007\T ask 155\final plat comments.doc)
.Dee 23 98 12:54p
Sheet four
Skillings-Connoll~, Ine.
(360) 491-3857
Final Plat Comments
Nisqually Estates Division Two, Phase One
1) There is data missing on Lot 75, and the curve data on Lots 75,76,77,78 & Tract
G, also should be checked an corrected as needed
p.3
Dee 23 98 12:54p
Skillings-Connoll~, Inc.
(360) 491-3857
p.4
~
December 23, 1998
#98007
City of Yelm
105 Yelm Avenue West
Yelm, W A 98597
ATTN'Catherine Carlson
City Planner
RE: Final Plat Comments for Nlsqually Estates Division 1 Phase 1
Dear Ms Carlson
We have reviewed the lot closures that were missing for this subdivision I have
attached a listing of the items that should be addressed prior to approval of this
subdivision
If you have any questions please don't hesitate to call me, My direct number is 455.
3120
Sincerely,
SKILLlNGS-CONNOLL Y, INC.
Consulting Engineers
Pat Fox. P L.S
Survey Manager
(q;project\1998\98007\Task155\final plat comments.doc)
Dee 23 98 12:54p
Sheet three
Skillings-Connoll~, Inc.
(360) 491-3857
Final Plat Comments
Nisqually Estates Division One, Phase One
1) The lot closures submitted for Lot 20, match the plat but don't close (please
revise the lot closures)
"
p.5
THURSTON CO IE~~x ~~~~~II ~ I '1 OlS I rr~ 64{4462 I P 02/02 I
'(tl~ ~
PROJECT# iJ ;B~ IA All i Es +41<.f.1.sAREA ,~ \.0"6 to I'l CD 14 ~ I i
OATE:t1ee.\\)\qot~ FEE $ .S~eOD RECEIPT t I
, C'/(;'I 31"145#~1'- uV
THURSTON COUNTY PUBLIC HEAL.. TH & SOCIAL SERVICES DEPARTMENT
ENVlRONMENT AL HEALTH DIVISION
2000 lakeridge Drive S.w Olympia, WA 98502 (3GOI 786-S490
08 48
TH\JRS'I'ON CO'lJNTY
-- .d~
-...,
ABANDONMENT PROCEDURE FOR ON-SITE SEWAGE DISPOSAL
.L
ABANDONMENT PURPOSE To assure that on-site septic systems are properly abandoned to m,nimi:ze potential
environmental health hazards and reduce safetyhezards when prnperty is redeveloped Specifically,:o insure that the
condi'[!Or"\S of the Thurston County Sanitary Code Article IV, Section 19 Isee back of this sheetl ire satisfied
PROCESS
1 Complete and submit this form inoting reason for abandonment) along with a detailed Sit. plan ane the
appropnate fee to the Thurston Courty Permit AS6istance Center (Revi:!w fee $55 00 per tank, whetl not part
of another applicatIon or permit process In order for fee to be waived, Abandonment Application must be
submitted with parent project I
2
A
B
C
Have the sewage container pumped by a licenSild SQptic system pumper
Have the iid removed or destroyed
Halle the sewage container filled with eanh, sand, grave! , ete
3. WithIn five i51 days of completion providl certificatIon of pumping, disconnection ,>1 pipes aM fillmg of sewage
container to the Thurston County Permit Center tor r.view (i e pumper slip contractOr bill or statementl
4 Environmental Health staff will review the documents and may visit the site to confirm the process Upon
approval, the county reeords wiH be ohanged to reflect the abandonrent of the on-site sewage disposal system
DATE SEWAGE CONTAINE~UM.PED, ~-/()-'lg - t1~f6' &. !"frr t)~od.
PUMPER NAME. ~0d(<!tJ ~ )3", ~ 'I(~ ..~~ -Ail/! bJ0t2LJtlScvJ
-sa- ,v0/8
DATE SEWAGE CONT~R FILLED Z - /O-?-f!?
MA TERIAl USED Ztl~1(S. ZZln7/1.JJ.f1( ;{&-r2iLY!ttJ
DATE CONNECTED TO SEWER 5/ r 'E1<::k 'E.IJ //4.1 To ~8-i)lth->,'c.,;J
SEWER SYSTEM NAME _ ~LL ,loT 70 BE- tJ~ '/t SEtvl:"/<
COUNTY USE ONL Y
COMMENTS
A8ANOONMENT OISAPPROVED BY
DATE
AaANDONtv1ENT APPROVED BY
OATE
TOTAL ? 02
Dunng the cleanng of brush around both abondoned houses, the 2
septics were unearthed. One was a 50 gallon drum rusted alnlost flat
and the second was a small concrete tank that was broken by a large
bulldozer. At the time It was broken, it appeared to have no bottom in it
and was 99~tO dry
The land is being developed for hOUSing d. J
i/lr~
blz;oJ5tJ,J
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THURSTON CD ENV HEALTH
360 754 4462 P 01/02
THURSTON COUNTY SANITARY CODE ARTICLE IV
SEC~
ABAND01JMENL
Person permanently removing a septic tank, seepage pit,
cesspool, or other sewage container from service shall:
19.1 Have the septage removed by a certified pumping firm,
19 2 Remove or destroy the lid, and
1 9.3 Fill the vOid with soil
U.IOI\IOI"~LS. AllAIIIOON OS~,;))) 197
I~~ of THE p~~1
FAX TRANSMISSION
YELM
WASHINGTON
CITY OF YELM
PO BOX 479 - 105 YELM AVE W
YELM WA 98597
360-458-3244
FAX. 360-458-4348
To: PttI ~'I-
Fax#: 1-1' - 36s~7
From: (lfll (e-, Gr bc,J'JA.-
Subject: IJ,. . / -I- Ii i . _c . (J M' r:;( U~!/0 Cy~-k
'/eJY1tunfAj LOt C{.,(Jju,(L.:> P 'J~6' I /
~ (~U'~{)'~._;) R'f ivh I 20 21 420
COMMENTS ]V /)
UfV, .J:
Date:
12-110/78
Pages: / 1, including tins cover sheet.
**
If you do not receive all copIes or any copy is not legible, please call (360) 458-3244 as
soon as possible.
ds/c' \office\forms\fax. 3
\.
Lot Closures - Prepared using Survey/C1:vil Solutlons for AutoCAD
Date Prepared 12/8/1998
Drawing 93-i1S42 dwg
----------------------------------------------------
NISQUALLY ESTATES DIV 2
Lot 73
Bearing Distance Northing Easting
------------ ---------- -------------- --------------
S 89014'42" E 56 00
S 00045'18" W 108 61
N 89014'42" W 56 00
N 00045'18" E 108 61
East 0 00
8827 093
8826 355
8717 754
8718 492
8827 093
8827 093
7494 432 Start (POB)
7550 427
7548 996
7493 001
7494 432
7494 432
8827 093 7494 432 Close (POB)
Area 6,082 S F'
o 140 Acres
Lot 74
Bearing Distance Northing Easting
S 89014'42" E 58 00
S 00045'18" W 108 61
N 89014'42" W 58 00
N 00045'18" E 108 61
East 0 00
8826 355
8825 590
8'716 990
8717 754
8826 355
8826 355
7550 427 Start (POB)
7608 422
7606 991
7548 996
7550 427
7550 427
8826 355 7550 427 Close (POB)
Area 6,299 S F
o 145 Acres
Lot 75
Bearing Distance
Northing
Easting
S 89014'42" E 58 00
S 00045'18" W 115 35
8825 590
8824 826
8709 486
7608 422 Start (POB)
7666 417
7664 897
** Horizontal Curve
N 82014'47" W 55 32
S 14045'08" W 227 00
Delta 13059'50"
Radius 227 000
Length 55 455
Tangent 27 866
N 00045'18" E 227 00
8716 949
8489 969
7610 085 Chord pc-pt
7607 094 Radial In pc-rp
N 89014'42" W
N 00045'18" E
- East
3 09
108 61
o 00
8716 949 7610 085 Radial Out rp-pt
8716 990 7606 991
8825 590 7608 422
8825 590 7608 422
-------------- --------------
~
8825'590
7608 422 Close (POB)
Area 6,422 S F
o 147 Acres
Lot 76
Bearing
Distance
S 89014'42" E
S 00045'18" W
S 27012'00" W
58 00
90 65
42 75
Northing Easting
-------------- --------------
8824 826 7666 417 Start (POB)
8824 062 7724 412
8733 424 7723 218
8695 398 7703 675
** Horizontal Curve
N 70002'02" W 41 26
S 25010'49" W 227 00
Delta 10025'41"
Radius 227 000
Length 41 315
Tangent 20 715
N 14045'08" E 227 00
8709 486
8489 969
7664 897 Chord pc-pt
7607 094 Radial In pc-rp
8709 486
7664 897 Radial Out rp-pt
N 00045'18" E
East
115 35
o 00
8824 826
8824 826
7666 417
7666 417
8824 826 7666 417 Close (POB)
Area 6,823 S F
o 157 Acres
Lot 77
------------
Bearing Distance Northing Easting
------------ ---------- -------------- --------------
8824 062 7724 412 Start (POB)
S 89014'42" E 113 08 8822 572 7837 487
S 35000'08" W 177 61 8677 087 7735 609
------------
** Horizontal Curve
N 60010'09" W 36 81 8695 398 7703 675 Cho"Y'd pc-pt
S 34028'54" W 227 00 8489 969 7607 094 Radial In pc-rp
Delta 9018'05"
Radius 227 000
Length 36 852
Tangent 18 466
N 25010'49" E 227 00 8695 398 7703 675 Radial Out rp-pt
------------
N 27012'00" E 42 75 87J3 424 7723 218
N 00045'18" E 90 65 8824 062 7724 412
East 0 00 8824 062 7724 412
-------------- --------------
8824 062 7724 412 Close (POB)
Area 9,664 S F 0 222 Acres
\.
Lot Closures - Prepared using Survey/C~vil Solutions for AutoCAD
Date Prepared 12/8/1998
Drawing 93-i1S42 dwg
NISQUALLY ESTATES DIV 2
~ I'? /j{4/CT &
Bearing Distance
S 00045'18" W 33 61
S 89014'42" E 134 46
S 38026'22" E 18 08
S 51033'50" W 243 20
N 38026'10" W 11 79
------------
** Horizontal Curve
N 46058'38" W 67 43
S 51033'50" W 227 00
Delta 17004'56"
Radius 227 000
Length 67 678
Tangent 34 092
N 34028'54" E 227 00
N 35000'08" E
East
177 61
o 00
Area 20,949 S F
Northing Easting
-------------- --------------
8822 572 7837 487 Start (POB)
8788 965 7837 044
8787 193 7971 489
8773 031 7982 729
8621 848 7792 231
8631 081 7784 904
8677 087
8489 969
7735 609 Ch8rd pc-pt
7607 094 Radial In pc-rp
8677 087
7735 609 Radial Out rp-pt
8822 572
8822 572
7837 487
7837 487
o 481 Acres
8822 572 7837 487 Close (POB)
Lot 78
Bearing Distance Northing Easting
S 51033'50" W
N 38026'10" W
N 51033'50" E
122 15
60 00
115 30
** Horizontal Curve
S 46031'37" E 48 70
S 35022'55" W 173 00
Delta 16010'55"
Radius 173 000
Length 48 860
Tangent 24 594
N 51033'50" E 173 00
S 38026'10" E
East
11 79
o 00
Area 7,220 S F
8588 280
8512 346
8559 344
8631 017
7749 933 Start (POB)
7654 252
7616 953
7707 266
8597 513
8489 969
7742 605 Chord pc-pt
7607 094 Radial In pc-rp
8597 513
7742 605 Radial Out rp-pt
8588 280
8588 280
7749 933
7749 933
o 166 Acres
8588 280 7749 933 Close (POB)
Lot 79
Bearing Distance
S 51033'50" W 115 30
N 38026'10" W 87 07
** Horlzontal
N 14003'27" E
N 73052'52" W
Delta 4007'22"
Radlus 227 000
Length 16 334
Tangent 8 170
S 78000'14" E
Curv~
16 33
227 00
227 00
\.
Northing
Easting
8631 017
85=9 344
8627 545
7707 266 Start (POB)
7616 953
7562 827
8643 387
8690 568
7566 794 Chord pc-pt
7344 751 Radial In pc-rp
8643 387
7566 794 Radial Out rp-pt
** Horizontal Curve
N 51022'32" E 31 72 8663 188 7591 577 Chord pc-pt
S 78000'14" E 25 00 8638 190 7591 248 Radial In pc-rp
Delta 78045'32"
Radius 25 000
Length 34 365
Tangent 20 520
N 00045'J..8" E 25 00 8663 188 7591 577 RacHal Out rp-pt
------------
S 89014'42" E 17 80 8662 954 7609 374
-----------.-
** Horlzontal Curve
S 71055'53" E 102 97 8631 017 7707 266 Chord pc-pt
S 00045'18" W' J.73 00 8489 969 7607 094 Radial In pc-rp
Delta 34037'37"
Radlus 173 000
Length 104 554
Tangent 53 928
N 35022'55" E 173 00 8631 017 7707 266 Radial Out rp-pt
------------
N 33041'24" E 0 00 8631 017 7707 266
--------------. --------------
8631 017 7707 266 Close (POB)
Area 8,635 S F 0 198 Acres
Lot 80
Bearing
Distance
S 38026'10" E
S 51033'50" W
N 38026'10" W
147 07
58 00
117 28
** Horizontal Curve
N 24022'35" E 65 20
N 57021'58" W 227 00
Delta 16030'54"
Radius 227 000
Length 65 430
Northing Easting
-------------- --------------
8627 545 7562 827 Start (POB)
8512 346 7654 252
8476 291 7608 820
8568 154 7535 916
8627 545 7562 82'7 Chord pc-pt
8690 568 7344 751 Radial In pc-rp
,QT 80 CONT' \.
Tangent 32 944
S 73052'52" E 227 Op 8627 545 7562 827 Radial Out rp-pt
------------ ;..
East 0 00 8627 545 7562 827
-------------- --------------
8627 545 7562 827 Close (POB)
Area 7,564 S F 0 174 Acres
Lot 81
------------
Bearing Distance Northing Easting
------------ ---------- -------------- --------------
8568 154 7535 916 Start (POB)
S 38026'10" E 117 28 8476 291 7608 820
S 51033'50" W 58 00 8440 235 7563 389
N 38026'10" W 105 54 8522 905 7497 781
------------
** Horizontal Curve
N 40007'24" E 59 18 8568 154 7535 916 Chord pc-pt
N 42023'14" W 227 00 8690 568 7344 751 Radial In pc-rp
Delta 14058'44"
Radlus' 227 000
Length 59 345
Tangent 29 842
S 57021'58" E 227 00 8568 154 7535 916 Radial Out rp-pt
------------
East 0 00 8568 154 7535 916
-------------- --------------
8568 154 7535 916 Close (POB)
Area 6,385 S F 0 147 Acres
Lot 82
----------.--
Bearing Distance Northing Easting
------------ ---------- -----------.--- --------------
8522 905 7497 781 Start (POB)
S 38026'10" E 105 54 8440 235 7563 389
S 51033'50" W 58 00 8404 180 7517 957
N 38026'10" W 105 00 8486 427 7452 685
N 51033'50" E 42 36 8512 758 7485 864
------------
** Horizontal Curve
N 49035'18" E 15 65 8522 905 7497 781 Chord pc-pt
N 38026'10" W 227 00 8690 568 7344 751 Radial In pc-rp
Delta 3057'04"
Radius 227 000
Length 15 654
Tangent 7 830
S 42023'14" E 227 00 8522 905 7497 781 Redial Out rp-pt
------------
East 0 00 8522 905 7497 781
-------------- --------------
8522 905 7497 781 Close (POB)
Area 6,093 S F 0 140 Acres
\.
Date Prepared 12/8/1998
Drawing 93-11S42 dwg
----------------------------------.------------------
.
NISQUALLY ESTATES DIV 2
Lot 83
Bearing Distance Northing Easting
------------ ---------- -------------- --------------
S 38026'1011 E 105 00
S 51033'5011 W 58 00
N 38026'1011 W 105 00
N 51033'5011 E 58 00
East 0 00
8486 427
8404 180
8368 125
8450 372
8486 427
8486 427
7452 685 Start (POB)
7517 957
7472 526
7407 253
7452 685
7452 685
8486 427 7452 685 Close (POB)
Area 6/090 S F
o 140 Acres
\.
-----------------------------------------------------
NISQUALLY ESTATES DIV 2
LOT 84
"
"
Lot .JiJ# S4
Bearing Distance Northing Easting
------------ ---------- -------------- --------------
S 38026'10" E 105 00
S 51033'50" W 58 00
N 38026'10" W 105 00
N 51033'50" E 58 00
East 0 00
8450 372
8368 125
8332 070
8414 316
8450 372
8450 372
7407 253 Start (POB)
7472 526
7427 094
7361 822
7407 253
7407 253
8450 372 7407 253 Close (POB)
Area 6,090 S F
o 140 Acres
Lot ~$S
------------
Bearing Distance Northing Easting
------- - - -- ---------- -------------- -- ------------
8414 316 7361 822 Start (POB)
S 38026'10" E 105 00 8332 070 7427 094
S 51033'50" W 59 17 8295 287 7380 746
N 38026'10" W 80 00 8357 951 7331 015
------------
** Horizontal Curve
N 06033'50" E 35 36 8393 075 7335 056 Chord pc-pt
N 51033'50" E 25 00 8373 492 7350 598 Radial In pc-rp
Delta 90000'00n-
Radius 25 000
Length 39 270
Tangent 25 000
N 38026'10" W 25 00 8393 075 7335 056 Radial Out rp-pt
------------
N 51033'50" E 34 17 8414 316 7361 822
East 0 00 8414 316 7361 822
-------------- -----------
8414 316 7361 822 Close (POB)
Area 6,079 S F 0 140 Acres
wt 8'5 iit.-4<.r H
Bearlng
Distance
,
Northing
Easting
N 51033'50" E
57 83
8292 475
8328 424
7208 295 Start (POB)
7253 593
** Horizontal
S 83026'10" E
S 38026'10" E
Delta 90000'00"
Radius 25 000
Length 39 270
Tangent 25 000
Curve
35 36
25 00
8324 383
8308 842
7288 717 Chord pc-pt
7269 134 Radial In pc-rp
T "tAc:.T M ~O(J.Ilr \.
N 51033'50" E 25 00 8324 383 7288 717 Radial Out rp-pt
------------
S 38026'10" E 80 00 82~61 719 7338 448
S 51033'50" W 82 83 8210 228 7273 567
N 38026'io" W 105 00 8292 475 7208 295
East 0 00 8292 475 7208 295
-------------- - ------------
8292 475 7208 295 Close (POB)
Area 8,563 S F 0 197 Acres
Lot 86
Bearlng Distance Northing Easting
------------ ---------- -------------- - ------------
S 38026'10" E 105 00
S 51033'50" W 58 00
N 38026'10" W 105 00
N 51033'50" E 58 00
East 0 00
8292 475
8210 228
8174 173
8256 419
8292 475
8292 475
7208 295 Start (POB)
7273 567
7228 136
7162 863
7208 295
7208 295
Area 6,090 S F
8292 475 7208 295 Close (POB)
o 140 Acres
Lot 87
Bearing Distance Northing Easting
------------ ---------- -------------- - ------------
S 38026'10" E 105 00
S 51033'50" W 58 00
N 38026'10" Ti'J 105 00
N 51033'50" E 58 00
East 0 00
8256 419
8174 173
8138 118
8220 364
8256 419
8256 419
7162 863 Start (POB)
7228 136
7182 704
7117 432
7162 863
7162 863
Area 6,090 S F
8256 419 7162 863 Close (POB)
o 140 Acres
~
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 12/8/1998 ~
Drawing 93-~lS32 dwg
----------------------------------------------------
NISQUALLY ESTATES DIV 2
LOT 88
Lot 88
Bearing Distance Northing Easting
------------ ---------- -------------- --------------
S 83049'01" E
S 06057'59" W
N 83002'01" W
81 07
100 94
46 30
8356 981
8348 250
8248 051
8253 667
6592 787 Start (POB)
6673 383
6661 140
6615 184
** Horizontal Curve
N 86000'11" W 23 52 8255 306 6591 721 Chord pc-pt
S 06057'59" W 227 00 8028 342 6587 652 Radial In pc-rp
Delta 5056'21"
Radlus 227 000
Length 23 530
Tangent 11 776
N 01001'38" E 227 00 8255 306 6591 721 Radial Out rp-pt
------------
N 00036'02" E 101 68 8356 981 6592 787
East 0 00 8356 981 6592 787
----.---------- --------------
8356 981 6592 787 Close (POB)
Area 7,591 S F 0 174 Acres
Lot 89
Bearing Distance Northing Easting
------------ ---------- -----------.--- --------------
S 83049'01" E 60 01
S 06057'59" .w 101 76
N 83002'01" W 60 00
N 06057'59" E 100 94
East 0 00
8348 250
8341 787
8240 774
8248 051
8348 250
8348 250
6673 383 Start (POB)
6733 039
6720 697
6661 140
6673 383
6673 383
8348 250 6673 383 Close (POB)
Area 6,081 S F
o 140 Acres
Lot 90
Bearlng Distance Northing Easting
------------ ---------- -------------- --------------
S 83049'01" E 60 01
S 06057'59" W 102 58
N 83002'01" W 60 00
N 06057'59" E 101 76
East 0 00
8341 787
8335 324
8233 497
8240 774
8341 787
8341 787
6733 039 Start (POB)
6792 696
6780 254
6720 697
6733 039
6733 039
'-
8341 787
6733 039 Close (POB)
Area 6/130 S F
o 141 Acres
"
Lot 91
------------
Bearing Distance Northing
------------ ---------- --------------
8335 324
S 83049'01" E 60 01 8328 861
S 06057'59" W 103 40 8226 220
N 83002'01" W 60 00 8233 497
N 06057'59" E 102 58 8335 324
East 0 00 8335 324
Easting
6792 696 Start (POB)
6852 352
6839 811
6780 254
6792 696
6792 696
8335 324 6792 696 Close (POB)
Area 6/180 S F
o 142 Acres
Lot 92
Bearlng Distance Northing Easting
------------ ---------- -------------- --------------
S 83049'01" E 60 01
S 06057'59" W 104 23
N 83002'01" W 60 00
N 06057'59" E 103 40
East 0 00
8328 861
8322 398
8218 943
8226 220
8328 861
8328 861
6852 352 Start (POB)
6912 009
6899 368
6839 811
6852 352
6852 352
8328 861 6852 352 Close (POB)
Area 6/229 S F
o 143 Acres
Lot 93
Bearing Distance Northing Easting
------------ ---------- -------------- --------------
S 83049'01" E
S 00014'34" E
56 68
103 36
8322 398
8316 294
8212 933
6912 009 Start (POB)
6968 358
6968 796
** Horizontal
N 87051'57" W
N 02041'52" W
Delta 9039'51"
Radius 173 000
Length 29 180
Tangent 14 625
S 06057'59" W
Curve
29 15
173 00
8214 018
8385 741
6939 671 Chord pc-pt
6960 653 Radial In pc-rp
173 00
8214 018
6939 671 Radial Out rp-pt
N 83002'01" W
N 06057'59" E
East
40 60
104 23
o 00
8218 943
8322 398
8322 398
6899 368
6912 009
6912 009
8322 398
6912 009 Close (POB)
Area 6/602 S F
o 152 Acres
_ Lot 74
NISQUALLY ESTATES DIV 2
LOT 94
Lot 94
Bearing Distance
S 38026'10" E 105 00
S 51033'50" W 9 17
** Horizontal Curve
S 68026'15" W 100 43
N 38026'10" W 173 00
Delta 33044'51"
Radlus 173 000
Length 101 898
Tangent 52 475
S 04041'19" E 173 00
N 00014'34" W
N 60001'46" E
East
104 24
41 27
o 00
Area 8,029 S F
\.
;.
Northing Easting
-------------- --------------
8338 175 7010 105 Start (POB)
8255 928 7075 377
8250 230 7068 197
8213 320 6974 794 Chord pc-pt
8385 741 6960 653 Radial In pc-rp
8213 320
6974 794 Radlal Out rp-pt
8317 558
8338 175
8338 175
6974 352
7010 105
7010 105
o 184 Acres
8338 175 7010 105 Close (POB)
Lot 95
Bearing Distance Northing Easting
------------ ---------- -------------- --------------
N 51033'50" E 58 00
S 38026'10" E 105 00
S 51033'50" W 58 00
N 38026'10" W 105 00
East 0 00
Area 6,090 S F
8338 175
8374 230
8291 983
8255 928
8338 175
8338 175
7010 105 Start (POB)
7055 536
7120 809
7075 377
7010 105
7010 105
o 140 Acres
8338 175 7010 105 Close (POB)
Lot 96
Bearlng Distance Northing Easting
------------ ---------- -------------- --------------
N 51033'50" E 58 00
S 38026'10" E 105 00
S 51033'50" W 58 00
N 38026'10" W 105 OQ
East 0 00
Area 6,090 S F
8374 230
8410 285
8328 038
8291 983
8374 230
8374 230
7055 536 Start (POB)
7100 968
7166 240
7120 809
7055 536
7055 536
o 140 Acres
8374 230 7055 536 Close (POB)
_7Il.A<.-1:_N l.
Bearing Distance Northing Easting
------------ ---------- - - - - - - - -"- - - - - - - ------------
8316 294 6968 358 Start (POB)
N 78005'42" E 6 13 8317 558 6974 352
S 00014'34" E 104 24 8213 320 6974 794
------------
** Horizontal Curve
S 86018'24" W 6 01 8212 933 6968 796 Chord pc-pt
N 04041'19" W 173 00 8385 741 6960 653 Radial In pc-rp
Delta 1059'27"
Radius 173 000
Length 6 011
Tangent 3 006
S 02041'52" E 173 00 8212 933 6968 796 Radial Out rp-pt
------------
N 00014'34" W 103 36 8316 294 6968 358
East 0 00 8316 294 6968 358
-------------- - ------------
8316 294 6968 358 Close (POB)
Area 623 S F 0 014 Acres
Lot 97
Bearing Distance Northing Easting
------------ ---------- -------------- - ------------
N 51033'50" E 58 00
S 38026'10" E 105 00
S 51033'50" W 58 00
N 38026'10" W 105 00
East 0 00
8410 285
8446 340
8364 094
8328 038
8410 285
8410 285
7100 968 Start (POB)
7146 399
7211 672
7166 240
7100 968
7100 968
8410 285 7100 968 Close (POB)
Area 6,090 S F
o 140' Acres
Lot 98
Bearlng Distance Northing Easting
------------ ---------- -------------- - ------------
N 51033'50" E 58 00
S 38026'10" E 105 00
S 51033'50" W 58 00
N 38026'10" W 105 00
East 0 00
8446 340
8482 396
8400 149
8364 094
8446 340
8446 340
7146 399 Start (POB)
7191 831
7257 103
7211 672
7146 399
7146 399
8446 340 7146 399 Close (POB)
Area 6,090 S F
o 140 Acres
Lot 99
Bearlng Distance Northing Easting
------------ ---------- -------------- - ------------
N 51033'50" E 58 00
S 38026'10" E 105 00
S 51033'50" W 58 00
N ::38026'10" W 105 00
East 0 00
8482 396
8518 451
8436 204
8400 149
8482 396
8482 396
7191 831 Start (POB)
7237 262
7302 535
7257 103
7191 831
7191 831
8482 396 7191 831 Close (POB)
Area 6,090 S F
o 140 Acres
Lot 100
Bearing Distance Northing Easting
------------ ---------- -------------- - ------------
N 51033'50" E 58 00
S 38026'10" E 105 00
S 51033'50" W 58 00
N 38026'10" W 105 00
East 0 00
8518 451
8554 506
8472 259
8436 204
8518 451
8518 451
7237 262 Start (POB)
7282 694
7347 966
7302 535
7237 262
7237 262
8518 451 7237 262 Close (POB)
Area 6,090 S F
o 140 Acres
\.
Lot Closures - Prepared using Survey/Civil Solutl.ons for AutoCAlJ
Date Prepared 12/8/1998
Drawing 93-i1S32 dwg
----------------------------------------------------
NISQUALLY ESTATES DIV 2
LOT 101
Lot 101
------------
Bearlng Distance Northing
------------ ---------- --------------
8554 506
N 51033'50" E 58 00 8590 561
S 38026'10" E 105 00 8508 314
S 51033'50" W 58 00 8472 259
N 38026'10" W 105 00 8554 506
East 0 00 8554 506
Easting
7282 694 Start (POB)
7328 125
7393 398
7347 966
7282 694
7282 694
8554 506
7282 694 Close (POB)
Area 6,090 S F
o 140 Acres
Lot 102
Bearing Distance Northing Easting
------------ ---------- -------------- --------------
N 51033'50" E
N 32021'21" E
S 64043'24" E
14 00
20 54
124 09
8590 561
8599 264
8616 614
8563 630
7328 125 Start (POB)
7339 092
7350 083
7462 292
** Horizontal Curve
S 49022'58" W 13 17 8555 057 7452 295 Chord pc-pt
N 42047'55" W 173 06 8690 568 7344 751 Radial In pc-rp
Delta 4021'45"
Radlus 173 000
Length 13 172
Tangent 6 589
S 38026'10" E 173 00 8555 057 7452 295 Radial Out rp-pt
------------
S 51033'50" W 75 19 8508 314 7393 398
N 38026'10" W 105 00 8590 561 7328 125
East 0 00 8590 561 7328 125
-------------- -- .------------
-"
8590 561 7328 125 Close (POB)
Area 6,654 S F 0 153 Acres
...
Lot Closures - Prepared using Survey/Civil Solu1 ions for AutoCAD
Date Prepared 12/8/1998 #
Drawing 93-~lS42 dwg
-----------------------------------------------
NISQUALLY ESTATES DIV 2
Lot 103
Bearing Distance
Northing
Easting
N 32021'21" E 58 41
S 89014'42" E 102 69
8616 614
8665 959
8664 606
7350 083 Start (POB)
7381 345
7484 031
** Horizontal Curve
S 34033'08" E 40 80
S 00045'18" W 25 00
Delta 109023'08"
Radius 25 000
Length 47 728
Tangent 35 299
S 69051'34" E 25 00
8631 000
8639 608
7507 173 Chord pc-pt
7483 701 Radial In pc-rp
8631 000
7507 173 Radial Out rp-pt
** Horizontal Curve
S 33040'16" W 80 95
N 69051'34" W 173 00
Delta 27003'39"
Radius 173 000
Length 81 708
Tangent 41 631
S 42047'55" E 173 00
8563 630
8690 568
7462 292 Chord pc-pt
7344 751 Radial In pc-rp
8563 630
7462 292 Radial Out rp-pt
N 64043'24" W
East
124 09
o 00
8616 614
8616 614
7350 083
7350 083
8616 614 7350 083 Close (POB)
Area 10,891 S F
o 250 Acres
...
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 12/8/1998
Drawing 93-11S31 dwg
----------------------------------------------------
___ -.-7
NISQUALLY ESTATES
Lot 1
Bearing Distance Northing Easting
------------ ---------- -------------- --------------
8183 951
7064 624 Start (POB)
** Horizontal Curve
N 57009'08" E 44 21
N 27015'35" W 227 00
Delta 11010'35"
Radlus 227 000
Length 44 280
Tangent 22 211
S 38026'10" E 227 00
8207 931
8385 741
7101 766 Chord pc-pt
6960 653 Radial In pc-rp
------------
N 51033'50" E 20 00
S 38026'10" E 105 00
S 51033'50" W 64 00
N 38026'10" W 109 31
East 0 00
8207 931
8220 364
8138 118
8098 332
8183 951
8183 951
7101 766 Radial Out rp-pt
7117 432
7182 704
7132 573
7064 624
7064 624
8183 951 7064 624 Close (POB)
Area 6,783 S F
o 156 Acres
/VI ~;Pv^,LL..Y e,57 ~7-6s 1)/\/, I
'-
t.ol 20
Bearing Distance Northing Easting
------------ ---------- - - - - - - - -...- - - - - - --.------------
7937 021 6785 559 Start (POB)
S 60037'38" E 96 51 7889 683 6869 664
S 51033'50" W 96 92 7829 431 6793 743
N 38049'20" W 85 67 7896 175 6740 036
------------
** Horizontal Curve
N 48005'58" E 61 16 7937 021 6785 559 Chord pc-pt
N 04011'38" W 50 00 7946 041 6736 380 Radial In pc-rp
Delta 75024'47"
Radius 50 000
Length 65 810
Tangent 38 654
S 79036'26" E 50 00 7937 021 6785 559 Radial Out rp-pt
------------
East 0 09 7937 021 6785 559
-------------- -- ------------
7937 021 6785 559 Close (POB)
Area 6,511 S F 0 149 Acres
Lot 21
------------
Bearlng :Cistance Northing Easting
------------- ---------- -------------- --------------
7896 175 6740 036 Start (POB)
S 38049'20" E 85 67 7829 431 6793 743
S 51033'50" W 67 00 7787 781 6741 261
N 38026'10" W 90 00 7858 278 6685 314
N 51033'50" E 52 36 7890 825 6726 324
-----------.-
** Horizontal Curve
N 68041'06" E 14 72 7896 175 6740 036 Chord pc-pt
S 38026'10" E 25 00 7871 242 6741 865 Radial In pc-rp
Delta 34014'32"
Radius 25 000
Length 14 941
Tangent 7 701
N 04011'38" W 25 00 7896 175 6740 036 Radial Out rp-pt
------------
East 0 00 7896 175 6740 036
-------------- --------------
7896 175 6740 036 Close (POB)
Area 5,983 S F 0 137 Acres
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 12/8/1998
Drawing 93-11S41 dwg
NISQUALLY ESTATES DIV 1
Lot 25
Bearlng Distance Northing Easting
------------ ---------- -------------- --------------
58375045 674 110330411 994 Start (POB)
N 81037'07" E 90 40 58375058 852 110330501 433
** Horizontal Curve
S 25049'27" E 48 54
N 70018'49" E 227 00
Delta 12016'31"
Radius 227 000
Length 48 633
Tangent 24 410
S 58002'18" W 227 00
58375015 159
58375135 322
110330522 5~8 Chord pc-pt
110330715 165 Radial In pc-rp
58375015 159
110330522 578 Radial Out rp-pt
S 51033'50" W
N 08022'53" W
East
121 26
107 04
o 00
58374939 780
58375045 674
58375045 674
110330427 596
110330411 994
110330411 994
Area 7,667 S-F
58375045 674
o 176 Acrea
110330411 994 Close (POB)
~
'\
...
Date Prepared 11/13/1998
Drawlng 93-11S2~ dwg
NISQUALLY ESTATES
BOUNDARY DIV 4
J.
Lot 1
---------.---
Bearlng Distance Northing Easting
- - - - - - - - - 0- _ _ ---------- -------------- --------------
8835 631 6846 488 Start (POB)
S 00~45'18" W 135 61 8700 033 6844 701
S 89~14'42" E 21 29 8699 752 6865 990
S 00~45':'c8" W 127 00 8572 763 6864 316
N 89~14'42" W 269 25 8576 :5J1 6595 086
S 00~36'02" W ':;48 02 8228 307 6591 438
- - ---------
** Horizontal Curve
S 85~58':-28" E 20 52 8226 866 66J.1 909 Chcrd pc-pt
S 01~05/06" W 200 00 8028 342 6587 652 R::;dial In pc-rp
Delta 5~52'53"
Radius 200 000
Length 2U 530
Tangent 10 274
N 06~57'59" E 200 00 8226 866 6611 909 R?dial Out rp-pt
------------
S 83~02'Ol" E 326 90 8187 217 6916 396
--------- - -
** Horizontal Curve
N 74~15 54" E 154 37 8229 081 7084 981 Chord pc-pt
N 06~57'59" E 200 00 8385 741 6960 6:,3 Radial In pc-rp
Delta 457224' 09"
Radius 200 000
Length 158 484
Tangent 83 66'7
S 38~26 10" L 200 00 8229 081 7084 981 Radial Out rp-pt
------------
N 517<213'SO" E 20 00 8241 .S13 71.00 647
S 38~26'10" E 132 00 5138 118 7182 704
S Sl~33'50!l W 60 70 8100 384 7135 158
S 38~26'10" E 65 00 8049 469 7175 564
S 51~33'50" VII 857 41 7516 468 6503 954
N 89~13'43" W 133 69 7518 268 6370 275
N 08~23'42" TN 494 60 8007 569 6298 065
N 00~36'13" E 831 61 8839 133 6306 826
S 89~14'42" E 516 37 8832 328 6823 151
;\J 00~36'O2" E 3 61 8835 938 6823 189
S 89~14'42" E 23 30 8835 631 6846 488
East 0 00 8835 631 6846 488
-------------- ----------
8835 631 6846 488 Close (POB)
Area 656,21-; S F 15 065 Ac.ces
Date Prepared 11/13/1998
Drawlng 93-11S21 dwg
NISQUALLY ESTATES
BOUNDARY DIV 1 PHASE 1
Lot 1
Bearlng Distance
S 08~23'42" E 494 60
S 89~13'43" E 133 6,9
N 51~33'50" E 857 41
N 38~26'10" W 65 00
N 51~33'50" E 60 70
N 38~26'10" W 132 00
S 51~33'50" W 20 00
------------
\.
#
Northing Easting
----- -- -_._---- --------_._----
8007 569 6298 065 Start (POB)
7518 268 6370 275
7516 468 6503 954
8049 469 7175 564
8100 384 7135 158
8138 118 7182 704
8241 513 7100 647
3229 081 7084 981
** Horizontal Curve
S 74~15'54" W 154 37 8187 217 6936 396 Chord pc-pt
N 38~26'lO" W 200 00 8385 741 6960 653 Radial In pc-rp
Delta 45~24'O9"
Radlus 200 000
Length 158 484
Tangent 83 667
S 06~57'59" W 200 00 8187 21"7 69'36 396 Radial Out rp .- pt
- - - - --
N 83~02'Ol" W 326 90 822h 866 661.L 909
------------
** Horizontal Curve
N 85~58'28" T;J 20 52 8228 307 6591 438 Chord pc-pt
S 06~57'59" W 200 00 8028 342 6587 652 Radial In DC - rl)
" .c
Delta 5~52'53"
Radius 200 000
Length 20 530
Tangent 10 274
N 01~05'06" E 200 00 8228 307 6591 438 Ro.dial Out rp-pt
------------
N 00~36'02" E 27 00 8255 306 6591 721
------------
** Horlzontal Curve
S g3~01'4611 W 63 17 8247 640 6529 020 Chord pc-pt
S 01~01'38" W 227 00 8028 342 6587 652 Radial In p,:;-rp
Delta 15~59'45"
Radlus 227 000
Length 63 374
Tangent. 31 894
N 14~58'07" TtJ 227 00 8247 640 6529 020 Radial Out rp-pt
------------
-------------
** Horizontal Curve
N 62~37'18" vi 33 68 8263 128 6499 112 Chord pc-pt
N 14~58'07" W 25 00 8271 79l 6522 563 Radial In pc-rp
Delta 8 4 ~-<:4 l' 3 8 "
Radius 25 OOCl
Length 36 955
Tangent 22 786
. ..
S 69~43'31" W 25 00 8263~128 6499 112 Radial Out rp-pt
------------
S 69~43'31" W 54 00 8244 416 6448 458
S 20~16'29" E 70 79 8178 015 6472 987
------------
** Horizontal Curve
S 12~23'Ol" E 47 50 8131 '617 6483 174 Chord pc-pt
S 69~43'31" W 173 00 8118 067 6310 706 Radial In pc-rp
Delta 15~46'57"
Radius 173 000
Length 47 654
Tangent 23 979
N 85~30'28" E 173 00 8131 617 6483 174 Radial Out rp-pt
------------
S 87~42'OO" W 87 76 8128 095 6395 483
N 20~16'29" W 269 77 8381 153 6302 001
S 00~36'13" W 373 61 8007 569 6298 065
East 0 00 8007 569 6298 065
-------------- --------------
8007 569 6298 065 Clo;:;e (POB)
Area 410,462 S F 9 423 Acres
Dill 2- BouNDA~Y PNAS6 }
------------
Bearlng Distance Northing Easting
------------ ---------- -------------- --------------
8356 981 6592 787 Start (POB)
S 837:249'01" E 377 77 8316 294 6968 358
N 787:205'42" E 6 13 8317 558 6974 352
N 607:201'46" E 41 27 8338 175 7010 105
N 517:233'50" E 420 00 8599 264 7339 092
N 327:221'21" E 78 95 8665 959 7381 345
N 007:245'18" E 27 00 8692 956 7381 701
S 897:214'42" E 102 69 8691 603 7484 386
N 007:245'18" E 27 00 8718 601 7484 742
S 897:214'42" E 8 26 8718 492 7493 001
N 007:245'18" E 108 61 8827 093 7494 432
S 897:214'42" E 343 08 8822 572 7837 481
S 007:245'18" W 33 61 8788 965 7837 038
S 897:214'42" E 134 46 8787 193 7971 489
S 387:226'22" E 83 08 8722 119 8023 139
S 517:233'50" W 1082 05 8049 469 7175 564
N 387:226'10" W 65 00 8100 384 7135 158
N 517:233'50" E 60 70 8138 118 7182 704
N 387:226'10" W 132 00 8241 513 7100 647
S 517:233'50" W 20 00 8229 081 7084 981
------------
** Horizontal Curve
S 747:215'54" W 154 37 8187 217 6936 396 Chord pc-pt
N 387:226'10" W 200 00 8385 741 6960 653 Radial In pc-rp
Delta 457:224'09"
Radius 200 000
Length 158 484
Tangent 83 667
S 067:257'59" W 200 00 8187 217 6936 396 Radial Out rp-pt
------------
N 837:202'01" W 326 90 8226 866 6611 909
------------
** Horlzontal Curve
N 857:258'28" W 20 52 8228 307 6591 438 Chord pc-pt
S 067:257'59" W 200 00 8028 342 6587 652 Radial In pc-rp
Delta 57:252'53"
Radlus 200 000
Length 20 530
Tangent 10 274
N 017:205'06" E 200 00 8228 307 6591 438 Radial Out rp-pt
------------
N 007:236'02" E 128 68 8356 981 6592 787
East 0 00 8356 981 6592 787
-------------- --------------
8356 981 6592 787 Close (POB)
Area 382,763 S F 8 787 Acres
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 11/13/1998
Drawing 93-11S21 dwg
----------------------------------------------------
NISQUALLY ESTATES
BOUNDARY DIV 2
Lot 2
------------
Bearlng , Distance Northing Easting
------------ ---------- -------------- --------------
8835 631 6846 488 Start (POB)
S 00~45'18" W 135 61 8700 033 6844 701
S 89~14'42" E 21 29 8699 752 6865 990
S 00~45'18" W 127 00 8572 763 6864 316
N 89~14'42" W 269 25 8576 311 6595 086
S 00~36'02" W 348 02 8228 307 6591 438
------------
** Horizontal Curve
S 85~58'28" E 20 52 8226 866 6611 909 Chord pc-pt
S 01~05'06" W 200 00 8028 342 6587 652 Radial In pc-rp
Delta 5~52'53"
Radius 200 000
Length 20 530
Tangent 10 274
N 06~57'59" E 200 00 8226 866 6611 909 Radial Out rp-pt
------------
S 83~02'Ol" E 326 90 8187 217 6936 396
------------
** Horizontal Curve
N 74~15'54" E 154 37 8229 081 7084 981 Chord pc-pt
N 06~57'59" E 200 00 8385 741 6960 653 Radial In pc-rp
Delta 45~24'09"
Radlus 200 000
Length 158 484
Tangent 83 667
S 38~26'10" E 200 00 8229 081 7084 981 Radial Out rp-pt
------------
N 51~33'50" E 20 00 8241 513 7100 647
S 38~26'10" E 132 00 8138 118 7182 704
S 51~33'50" W 60 70 8100 384 7135 158
S 38~26'10" E 65 00 8049 469 7175 564
N 51~33'50" E 1082 05 8722 119 8023 139
N 38~26'22" W 83 08 8787 193 7971 489
N 89~14'42" W 134 46 8788 965 7837 038
N 00~45'18" E 33 61 8822 572 7837 481
N 89~14'42" W 991 08 8835 631 6846 488
East 0 00 8835 631 6846 488
-------------- --------------
8835 631 6846 488 Close (POB)
Area 665,126 S F 15 269 Acres
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 11/13/1998
Drawing 93-11S21 dwg
NISQUALLY ESTATES (\
DIV 2 PHASE 1 TRACT ~
Lot 3
Bearlng Distance Northing Easting
S 38~26'10" E 65 00
S 51~33'50" W 768 52
N 38~26'10" W 65 00
N 51~33'50" E 768 52
East 0 00
8773 033
8722 119
8244 373
8295 287
8773 033
8773 033
7982 732 Start (POB)
8023 139
7421 153
7380 746
7982 732
7982 732
8773 033 7982 732 Close (POB)
Area 49,954 S F
1 147 Acres
. .
D/v. l.. ,PI/As ~- I / .f7T-l3L N.!:1L- ~o~"'5
------------ ---------- -------------- --------------
8621 848 7792 231 Start (POB)
N 38~26'10" W 11 79 8631 081 7784 904
------------
** Horizontal Curve
N 63~50'26" W 194 77 8716 949 7610 085 Chord pc-pt
S 51~33'50" W 227 00 8489 969 7607 094 Radial In pc-rp
Delta 50~48'32"
Radlus 227 000
Length 201 300
Tangent 107 809
N 00~45'18" E 227 00 8716 949 7610 085 Radial Out rp-pt
------------
N 89~14'42" W 125 35 8718 601 7484 742
S 00~45'18" W 54 00 8664 606 7484 031
------------
** Horizontal Curve
S 34~33'08" E 40 80 8631 000 7507 173 Chord pc-pt
S 00~45'18" W 25 00 8639 608 7483 701 Radial In pc-rp
Delta 109~23'08"
Radius 25 000
Length 47 728
Tangent 35 299
S 69~51'34" E 25 00 8631 000 7507 173 Radial Out rp-pt
------------
------------
** Horizontal Curve
S 35~51'08" W 93 70 8555 057 7452 295 Chord pc-pt
N 69~51'34" W 173 00 8690 568 7344 751 Radial In pc-rp
Delta 31~25'24"
Radius 173 000
Length 94 880
Tangent 48 666
S 38~26'10" E 173 00 8555 057 7452 295 Radial Out rp-pt
------------
S 51~33'50" W 490 36 8250 230 7068 197
------------
** Horizontal Curve
S 74~15'54" W 133 53 8214 018 6939 671 Chord pc-pt
N 38~26'10" W 173 00 8385 741 6960 653 Radial In pc-rp
Delta 45~24'09"
Radlus 173 000
Length 137 089
Tangent 72 372
S 06~57'59" W 173 00 8214 018 6939 671 Radial Out rp-pt
------------
N 83~02'Ol" W 326 90 8253 667 6615 184
------------
** Horizontal Curve
N 86~00'll" W 23 52 8255 306 6591 721 Chord pc-pt
S 06~57'59" W 227 00 8028 342 6587 652 Radial In pc-rp
Delta 5~56'21"
Radius 227 000
Length 23 530
Tangent 11 776
N o 1 ~ 0 l' 3 8 'I E 227 00 8255 306 6591 721 Radial Out rp-pt
------------
S 00~36'02" W 27 00 8228 307 6591 438
------------
** Horizontal Curve
S 85~58'28" E 20 52 8226 866 6611 909 Chord pc-pt
S 01~05'06" W 200 00 8028 342 6587 652 Radial In pc-rp
Delta 5~52'53"
Radlus 200 000
Length 20 530
Tangent 10 274
N 06~57'59" E 200 00 8226 866 6611 909 Radial Out rp-pt
------------
S 83~02'Ol" E 326 90 8187 217 6936 396
------------
** Horizontal Curve
N 74~15'54" E 154 37 8229 081 7084 981 Chord pc-pt
N 06~57'59" E 200 00 8385 741 6960 653 Radial In pc-rp
Delta 45~24'09"
Radlus 200 000
Length 158 484
Tangent 83 667
S 38~26'10" E 200 00 8229 081 7084 981 Radial Out rp-pt
------------
N 51~33'50" E 20 00 8241 513 7100 647
S 38~26'10" E 27 00 8220 364 7117 432
N 51~33'50" E 173 83 8328 424 7253 593
------------
** Horizontal Curve
S 83~26'10" E 35 36 8324 383 7288 717 Chord pc-pt
S 38~26'10" E 25 00 8308 842 7269 134 Radial In pc-rp
Delta 90~00'OO"
Radius 25 000
Length 39 270
Tangent 25 000
N 51~33'50" E 25 00 8324 383 7288 717 Radial Out rp-pt
------------
S 38~26'10" E 145 00 8210 804 7378 855
N 51~33'50" E 54 00 8244 373 7421 153
N 38~26'10" W 145 00 8357 951 7331 015
------------
** Horizontal Curve
N 06~33'50" E 35 36 8393 075 7335 056 Chord pc-pt
N 51~33'50" E 25 00 8373 492 7350 598 Radial In pc-rp
Delta 90~00'OO"
Radlus 25 000
Length 39 270
Tangent 25 000
N 38~26'10" W 25 00 8393 075 7335 056 Radial Out rp-pt
------------
N 51~33'50" E 192 53 8512 758 7485 864
------------
** Horizontal Curve
N 31~46'48" E 153 67 8643 387 7566 794 Chord pc-pt
N 38~26'10" W 227 00 8690 568 7344 751 Radial In pc-rp
Delta 39~34'04"
Radius 227 000
Length 156 763
Tangent 81 653
S 78~00'14" E 227 00 8643 387 7566 794 Radial Out rp-pt
------------
------------
** Horizontal Curve
N 51~22'32" E 31 72 8663 188 7591 577 Chord pc-pt
S 78~00'14" E 25 00 8638 190 7591 248 Radial In pc-rp
Delta 78~45'32"
Radlus 25 000
Length 34 365
Tangent 20 520
N 00~45'18" E 25 00 8663 188 7591 577 Radial Out rp-pt
------------
S 89~14'42" E 17 80 8662 954 7609 374
------------
** Horizontal Curve
S 63~50'26" E 148 44 8597 513 7742 605 Chord pc-pt
S 00~45'18" W 173 00 8489 969 7607 094 Radial In pc-rp
Delta 50~48'32"
Radlus 173 000
Length 153 413
Tangent 82 163
N 51~33'50" E 173 00 8597 513 7742 605 Radial Out rp-pt
------------
S 38~26'10" E 11 79 8588 280 7749 933
N 51~33'50" E 54 00 8621 848 7792 231
East 0 00 8621 848 7792 231
-------------- --------------
8621 848 7792 231 Close (POB)
Area 74,388 S F 1 708 Acres
'.
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 11/13/1998
Drawing 93-11S21 dwg
NISQUALLY ESTATES
DIV 1 PHASE 1 INTERNAL ROAD
Lot 1
------------
Bearlng Distance Northing Easting
------------ ---------- -------------- --------------
7557 877 6556 132 Start (POB)
N 38~26'10" W 46 32 7594 160 6527 338
------------
** Horlzontal Curve
N 23~24'32" W 117 71 7702 185 6480 572 Chord pc-pt
N 51~33'50" E 227 00 7735 272 6705 147 Radial In pc-rp
Delta 30~03'17"
Radius 227 000
Length 119 074
Tangent 60 941
S 81~37'07" W 227 00 7702 185 6480 572 Radial Out rp-pt
------------
N 08~22'53" W 141 02 7841 702 6460 016
------------
** Horizontal Curve
N o 0 ~4 7 ' 58 'I W 59 90 7901 598 6459 180 Chord pc-pt
N 81~37'07" E 227 00 7874 790 6684 592 Radial In pc-rp
Delta 15~09'49"
Radius 227 000
Length 60 077
Tangent 30 215
N 83~13'04" W 227 00 7901 598 6459 180 Radial Out rp-pt
------------
N 06~46'56" E 197 42 8097 636 6482 495
------------
** Horizontal Curve
N 06~44'46" W 80 94 8178 015 6472 987 Chord pc-pt
N 83~13' 04 'I W 173 00 8118 067 6310 706 Radial In pc-rp
Delta 27~03'2511
Radlus 173 000
Length 81 697
Tangent 41 625
N 69~43'31" E 173 00 8178 015 6472 987 Radial Out rp-pt
------------
N 20~16'29" W 70 79 8244 416 6448 458
N 69~43'31" E 54 00 8263 128 6499 112
------------
** Horizontal Curve
S 62~37'18" E 33 68 8247 640 6529 020 Chord pc-pt
N 69~43'31" E 25 00 8271 791 6522 563 Radial In pc-rp
Delta 84~41'38"
Radius 25 000
Length 36 955
Tangent 22 786
S 14~58'07" E 25 00 8247 640 6529 020 Radial Out rp-pt
------------
------------
. ~
** Horizontal Curve
N 83~01'46" E 63 17 8255 306 6591 721 Chord pc-pt
S 14~58'07" E 227 00 8028 342 6587 652 Radial In pc-rp
Delta 15~59'45"
Radius 227 000
Length 63 374
Tangent 31 894
N 01~01'38" E 227 00 8255 306 6591 721 Radial Out rp-pt
------------
S 00~36'02" W 27 00 8228 307 6591 438
------------
** Horizontal Curve
S 85~58'28" E 20 52 8226 866 6611 909 Chord pc-pt
S 01~05'06" W 200 00 8028 342 6587 652 Radial In pc-rp
Delta 5~52'53"
Radlus 200 000
Length 20 530
Tangent 10 274
N 06~57'59" E 200 00 8226 866 6611 909 Radial Out rp-pt
------------
S 83~02'Ol" E 326 90 8187 217 6936 396
------------
** Horlzontal Curve
N 74~15'54" E 154 37 8229 081 7084 981 Chord pc-pt
N 06~57'59" E 200 00 8385 741 6960 653 Radial In pc-rp
Delta 45~24'09"
Radius 200 000
Length 158 484
Tangent 83 667
S 38~26'10" E 200 00 8229 081 7084 981 Radial Out rp-pt
------------
N 51~33'50" E 20 00 8241 513 7100 647
S 38~26'10" E 27 00 8220 364 7117 432
S 51~33'50" W 20 00 8207 931 7101 766
------------
** Horizontal Curve
S 74~15'54" W 175 21 8160 417 6933 121 Chord pc-pt
N 38~26'10" W 227 00 8385 741 6960 653 Radial In pc-rp
Delta 45~24'09"
Radlus 227 000
Length 179 880
Tangent 94 962
S 06~57'59" W 227 00 8160 417 6933 121 Radial Out rp-pt
------------
N 83~02'Ol" W 326 90 8200 065 6608 634
------------
** Horizontal Curve
S 87~26'03" W 57 30 8197 500 6551 393 Chord pc-pt
S 06~57'59" W 173 00 8028 342 6587 652 Radial In pc-rp
Delta 19~03'52"
Radlus 173 000
Length 57 564
Tangent 29 050
N 12~05'53" W 173 00 8197 500 6551 393 Radial Out rp-pt
------------
------------
** Horlzontal Curve
S 32~38'56" W 35 51 8167 600 6532 235 Chord pc-pt
S 12~05'53" E 25 00 8173 055 6556 633 Radial In pc-rp
Delta 90~30'21"
. <>
Radius 25 000
Length 39 491
Tangent 25 222
S 7771223'46" W
25 00
8167 600
6532 235 Radial Out rp-pt
** Horizontal Curve
S 0271254'39" E 76 44
S 7771223'46" W 227 00
Delta 1971223'10"
Radlus 227 000
Length 76 806
Tangent 38 774
S 8371213'04" E 227 00
8091 259
8118 067
6536 117 Chord pc-pt
6310 706 Radial In pc-rp
8091 259
6536 117 Radial Out rp-pt
S 0671246'56" W
197 42
7895 220
6512 802
** Horizontal Curve
S 0071208'56" E 41 75
S 8371213'04" E 173 00
Delta 1371251'45"
Radlus 173 000
Length 41 857
Tangent 21 031
S 8271255'11" W 173 00
7853 466
7874 790
6512 911 Chord pc-pt
6684 592 Radial In pc-rp
7853 466
6512 911 Radial Out rp-pt
** Horizontal
S 5671226'36" E
N 8271255'11" E
Delta 9871243'34"
Radlus 25 000
Length 43 077
Tangent 29 130
S 1571248'23" E
Curve
37 94
25 00
7832 493
7856 547
6544 530 Chord pc-pt
6537 720 Radial In pc-rp
25 00
7832 493
6544 530 Radial Out rp-pt
** Horlzontal Curve
N 6271252'44" E 67 89 7863 440 6604 951 Chord pc-pt
N 1571248'23" W 173 00 7998 951 6497 407 Radial In pc-rp
Delta 22~37'47"
Radius 173 000
Length 68 329
Tangent 34 616
S 3871226'10" E 173 00 7863 440 6604 951 Radial Out rp-pt
------------
N 5171233'50" E 92 16 7920 730 6677 140
------------
** Horizontal Curve
N 2371235'30" E 23 45 7942 222 6686 526 Chord pc-pt
N 3871226'10" W 25 00 7940 313 6661 599 Radial In pc-rp
Delta 5571256'39"
Radius 25 000
Length 24 410
Tangent 13 277
N 8571237'11" E 25 00 7942 222 6686 526 Radial Out rp-pt
------------
------------
** Horizontal Curve
S 4971217'14" E 70 60 7896 175 6740 036 Chord pc-pt
. 0
N 85~37'11" E 50 00 7946 041 6736 380 Radial In pc-rp
Delta 270~11'11"
Radius 50 000
Length 235 782
Tangent -49 838
S 04~11'38" E 50 00 7896 175 6740 036 Radial Out rp-pt
------------
------------
** Horizontal Curve
S 68~41'06" W 14 72 7890 825 6726 324 Chord pc-pt
S 04~11'38" E 25 00 7871 242 6741 865 Radial In pc-rp
Delta 34~14'32"
Radlus 25 000
Length 14 941
Tangent 7 701
N 38~26'10" W 25 00 7890 825 6726 324 Radial Out rp-pt
------------
S 51~33'50" W 112 09 7821 142 6638 520
------------
** Horlzontal Curve
S 64~25'09" W 101 01 7777 527 6547 410 Chord pc-pt
N 38~26'10" W 227 00 7998 951 6497 407 Radial In pc-rp
Delta 25~42'39"
Radlus 227 000
Length 101 864
Tangent 51 804
S 12~43'31" E 227 00 7777 527 6547 410 Radial Out rp-pt
------------
------------
** Horizontal Curve
S 34~26'48" W 33 99 7749 497 6528 184 Chord pc-pt
S 12~43'31" E 25 00 7753 141 6552 917 Radial In pc-rp
Delta 85~39'22"
Radlus 25 000
Length 37 375
Tangent 23 173
S 81~37'07" W 25 00 7749 497 6528 184 Radial Out rp-pt
------------
S 08~22'53" E 39 87 7710 056 6533 995
------------
** Horizontal Curve
S 23~24'32" E 89 71 7627 729 6569 636 Chord pc-pt
N 81~37'07" E 173 00 7735 272 6705 147 Radial In pc-rp
Delta 30~03'17"
Radlus 173 000
Length 90 748
Tangent 46 444
S 51~33'50" W 173 00 7627 729 6569 636 Radial Out rp-pt
------------
S 38~26'10" E 46 32 7591 446 6598 430
S 51~33'50" W 54 00 7557 877 6556 132
East 0 00 7557 877 6556 132
-------------- --------------
7557 877 6556 132 Close (POB)
Area 77,032 S F 1 768 Acres
2)JV. ) 'ph'./JSC' /
;/l.Ac-r G
Lot 5
------------
Bearing Distance Northing Easting
------------ ---------- -------------- --------------
8100 384 7135 158 Start (POB)
S 38~26'10" E 65 00 8049 469 7175 564
S 51~33'50" W 736 80 7591 446 6598 430
N 38~26'10" W 46 32 7627 729 6569 636
------------
** Horizontal Curve
N 35~20'12" W 18 71 7642 989 6558 816 Chord pc-pt
N 51~33'50" E 173 00 7735 272 6705 147 Radial In pc-rp
Delta 6~11'55"
Radius 173 000
Length 18 717
Tangent 9 367
S 57~45'45" W 173 00 7642 989 6558 816 Radial Out rp-pt
------------
N 51~33'50" E 735 78 8100 384 7135 158
East 0 00 8100 384 7135 158
-------------- --------------
8100 384 7135 158 Close (POB)
Area 47,885 S F 1 099 Acres
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 11/13/1998
Drawing 93-11S21 dwg
NISQUALLY ESTA~
DIV 1 PHASE 1 ~
Lot 6
Bearing Distance Northing Easting
7615 110
6512 560 Start (POB)
** Horizontal Curve
S 35~11'56" E 25 64 7594 160 6527 338 Chord pc-pt
N 58~02'18" E 227 00 7735 272 6705 147 Radial In pc-rp
Delta 6~28'28"
Radlus 227 000
Length 25 651
Tangent 12 839
S 51~33'50" W 227 00 7594 160 6527 338 Radial Out rp-pt
------------
S 38~26'10" E 46 32 7557 877 6556 132
S 51~33'50" W 66 61 7516 468 6503 954
N 89~13'43" W 83 12 7517 587 6420 841
N 08~22'53" W 22 38 7539 731 6417 578
N 51~33'50" E 121 26 7615 110 6512 560
East 0 00 7615 110 6512 560
-------------- --------------
7615 110 6512 560 Close (POB)
Area 7,634 S F 0 175 Acres
]))v. Z P/./41~)
Lot 4 -r;t.llc:. r ::J.
Bearlng Distance Northing Easting
S 387:126'10" E 65 00
S 517:133'50" W 259 53
N 387:126'10" W 65 00
N 517:133'50" E 259 53
East 0 00
8261 719
8210 804
8049 469
8100 384
8261 719
8261 719
7338 448 Start (POB)
7378 855
7175 564
7135 158
7338 448
7338 448
8261 719 7338 448 Close (POB)
Area 16,869 S F
o 387 Acres
Drawing 93-11MAP dwg
--------------------------------------~-------------
NISQUALLY ESTATES
TRAC~
Lot 0
Bearing Distance Northing Easting
N 387':;26'10" W 105 00
N 517':;33'50" E 80 00
S 387':;26'10" E 105 00
S 517':;33'50" W 80 00
East 0 00
8210 228
8292 475
8342 206
8259 959
8210 228
8210 228
7273 567 Start (POB)
7208 295
7270 959
7336 231
7273 567
7273 567
8210 228 7273 567 Close (POB)
Area 8,400 S F
o 193 Acres
\.
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
.
NISQUALLY ESTATES
Lot 87
Bearing Dlstance Northing Easting
N 38~26'10" W 105 00
N 51~33'50" E 58 00
S 38~26'10" E 105 00
S 51~33'50" W 58 00
East 0 00
8138 118
8220 364
8256 419
8174 173
8138 118
8138 118
7182 704 Start (POB)
7117 432
7162 863
7228 136
7182 704
7182 704
8138 118 7182 704 Close (POB)
Area 6,090 S F
o 140 Acres
\.
----------------------------------------------------
NISQUALLY ESTATES
Lot 86
Bearlng Distance Northing Easting
------------ ---------- -------------- --------------
N 38;:;26'10" W 105 00
N 51;:;33'50" E 58 00
S 38;:;26'10" E 105 00
S 51;:;33'50" W 58 00
East 0 00
8174 173
8256 419
8292 475
8210 228
8174 173
8174 173
7228 136 Start (POB)
7162 863
7208 295
7273 567
7228 136
7228 136
8174 173 7228 136 Close (POB)
Area 6,090 S F
o 140 Acres
Lot Closures - Prepared uSlng Survey/Civil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawing 93-~lMAP dwg
NISQUALLY ESTATES
Lot 85
Bearing Distance Northing Easting
N 38~26'10" W 105 00
N 51~33'50" E 58 00
S 38~26'10" E 105 00
S 51~33'50" W 58 00
East 0 00
8259 959
8342 206
8378 261
8296 015
8259 959
8259 959
7336 231 Start (POB)
7270 959
7316 390
7381 663
7336 231
7336 231
8259 959 7336 231 Close (POB)
Area 6,090 S F
o 140 Acres
N 38~26'10" W
N 51~33'50" E
S 38~26'io" E
S 51~33'50" W
East
Area 6,090 S F
105 00
58 00
105 00
58 00
o 00
L <-? +- 'C..J ~
\.
8296 015
8398 261
8414 316
8332 070
8296 015
8296015
7381 663 Start (POB)
7316 390
7361 822
7427 094
7381 663
7381 663
o 140 Acres
8296 015 7381 663 Close (POB)
LD+- 6~-
'-
------------
Bearlng Distance Northing
------------ ---------- --------------
8332 070
N 38;':;26'10" W 105 00 8414 316
N 51;':;33'50" E 58 00 8450 372
S 38;':;26'10" E 105 00 8368 125
S 51;':;33'50" W 58 00 8332 070
East 0 00 8332 070
Easting
7427 094 Start (POB)
7361 822
7407 253
7472 526
7427 094
7427 094
8332 070 7427 094 Close (POB)
Area 6,090 S F
o 140 Acres
"
c
,,:.1 it. 6j ~;;"
'"', \../ <,..~
,.
8368 125
N 38~26'10" W 105 00 8 4;5 0 372
N 51~33'50" E 58 00 8486 427
S 38~26'io" E 105 00 8404 180
S 51~33'50" W 58 00 8368 125
East 0 00 8368 125
7472 526 Start (POB)
7407 253
7452 685
7517 957
7472 526
7472 526
8368 125 7472 526 Close (POB)
Area 6,090 S F
o 140 Acres
~
Lot 81
------------
Bearing Distance Northlng Easting
------------ ---------- -------------- --------------
8404 180 7517 957 Start (POB)
N 38~26'10" W 105 00 8486 427 7452 685
N 51~33'50" E 42 36 8512 758 7485 864
------------
** Horizontal Curve
N 51~33'50" E 15 64 8522 482 7498 116 Chord pc-pt
S 40~04'42" E 272 89 8303 952 7661 561 Radial In pc-rp
Delta 3~17'05"
Radlus 272 891
Length 15 644
Tangent 7 824
N 36~47'38" W 272 89 8522 482 7498 116 Radial Out rp-pt
------------
S 38~26'10" E 105 00 8440 235 7563 389
S 51~33'50" W 58 00 8404 180 7517 957
East 0 00 8404 180 7517 957
-------------- - - - - - - - - - - - - - >-
8404 180 7517 957 Close (POB)
Area 6,091 S F 0 140 Acres
...
Date Prepared 3/9/1998
Drawlng 93-11MAP dwg
NISQUALLY ESTATES
Lot 80
Bearlng Distance Northing Easting
8440 235 7563 389 Start (POB)
N 38~26'10" W 105 00 8522 482 7498 116
** Horlzontal Curve
N 39~36'44" E 59 29
N 43~46'27" W 257 37
Delta 13~13'40"
Radius 257 365
Length 59 417
Tangent 29 841
S 57~00'06" E 257 37
8568 154
8708 319
7535 916 Chord pc-pt
7320 067 Radial In pc-rp
8568 154
7535 916 Radial Out rp-pt
S 38~26'10" E
S 51~33'50" W
East
117 28
58 00
o 00
8476 291
8440 235
8440 235
7608 820
7563 389
7563 389
8440 235 7563 389 Close (POB)
Area 6,378 S F
o 146 Acres
Date Prepared 3/9/1998
Drawlng 93-11MAP dwg
NISQUALLY ESTATES
Lot 79
Bearing Distance Northing Easting
8476 291 7608 820 Start (POB)
N 38~26'10" W 117 28 8568 154 7535 916
** Horizontal Curve
N 24~22'35" E 65 20
N 57~21'58" W 227 00
Delta 16~30'54"
Radlus 227 000
Length 65 430
Tangent 32 944
S 73~52'52" E 227 00
8627 545
8690 568
7562 827 Chord pc-pt
7344 751 Radial In pc-rp
862! 545
7562 827 Radial Out rp-pt
S 38~26'10" E
S 51~33'50" W
East
147 07
58 00
o 00
8512 346
8476 291
8476 291
7654 252
7608 820
7608 820
8476 291 7608 820 Close (POB)
Area 7,564 S F
o 174 Acres
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
NISQUALLY ESTATES
Lot 78
Bearing Distance Northing Easting
8559 344 7616 953 Start (POB)
N 38~26'10" W 87 07 8627 545 7562 827
** Horlzontal
N 14~03'2711 E
N 73~52'52" W
Delta 4~07'22"
Radlus 227 000
Length 16 334
Tangent 8 170
S 78~00'14" E
Curve
16 33
227 00
8643 387
8690 568
7566 794 Chord pc-pt
7344 751 Radial In pc-rp
227 00
8643 387
7566 794 Radial Out rp-pt
** Horlzontal Curve
N 51~22'32" E 31 72 8663 188 7591 577 Chord pc-pt
S 87~23'18" E 21 09 8642 426 7587 864 Radial In pc-rp
Delta 977~31'40"
Radlus 21 092
Length 35 903
Tangent 24 063
N 10~08'22" E 21 09 8663 188 7591 577 Radial Out rp-pt
------------
S 89~14'42" E 17 80 8662 954 7609 374
------------
** Horizontal Curve
S 71~55'53" E 102 97 8631 017 7707 266 Chord pc-pt
S 00~45'18" W 173 00 8489 969 7607 094 Radial In pc-rp
Delta 34~37'37"
Radlus 173 000
Length 104 554
Tangent 53 928
N 35~22'55" E 173 00 8631 017 7707 266 Radial Out rp-pt
------------
S 51~33'50" W 115 30 8559 344 7616 953
East 0 00 8559 344 7616 953
-------------- --------------
8559 344 7616 953 Close (POB)
Area 8,670 S F 0 199 Acres
Lot Closures - Prepared using Survey/~ivil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
NISQUALLY ESTATES
Lot 77
Bearlng Distance
Northing
Easting
N 38~26'10" W 60 00
N 51~33'50" E 115 30
8512 346
8559 344
8631 017
7654 252 Start (POB)
7616 953
7707 266
** Horizontal Curve
S 46~31'37" E 48 70
S 35~22'55" W 173 00
Delta 16~10'55"
Radlus 173 000
Length 48 860
Tangent 24 594
N 51~33'50" E 173 00
8597 513
8489 969
7742 605 Chord pc-pt
7607 094 Radial In pc-rp
8597 513
7742 605 Radial Out rp-pt
S 38~26'10" E
S 51~33'50" W
East
11 79
122 15
o 00
8588 280
8512 346
8512 346
7749 933
7654 252
7654 252
8512 346 7654 252 Close (POB)
Area 7,220 S F
o 166 Acres
...
Lot 59
Bearing Distance Northing Easting
8324 506 6592 447 Start (POB)
N 89?:123'58" W 114 66 8325 708 6477 795
** Horizontal Curve
N 05?:149'50" W 38 75
N 77?:144'18" E 173 00
Delta 12?:151'44"
Radius 173 000
Length 38 836
Tangent 19 500
N 89?:123'58" W 173 00
8364 262
8362 449
6473 858 Chord pc-pt
6646 849 Radial In pc-rp
8364 262
6473 858 Radial Out rp-pt
------------
N 00?:136'02" E 13 49
S 89?:123'58" E 119 00
S 00?:136'02" W 52 00
East 0 00
8377 751
8376 504
8324 506
8324 506
6473 999
6592 992
6592 447
6592 447
8324 506 6592 447 Close (POB)
Area 6,133 S F
o 141 Acres
Lot 60
Bearing Distance
Northing
Easting
N 20~16'29" W 41 97
8263 128
8302 501
6499 112 Start (POB)
6484 567
** Horizontal Curve
N 16~16'05" W 24 18 8325 708 6477 795 Chord pc-pt
N 69~43'31" E 173 00 8362 449 6646 848 Radial In pc-rp
Delta 8~00'47"
Radlus 173 000
Length 24 195
Tangent 12 117
S 77~44'18" W 173 00 8325 708 6477 795 Radial Out rp-pt
------------
S 89~23'58" E 114 66 8324 506 6592 447
S 00~36'02" W 69 20 8255 306 6591 721
------------
** Horizontal Curve
S 83~01'46" W 63 17 8247 640 6529 020 Chord pc-pt
S 01~01'38" W 227 00 8028 342 6587 652 Radial In pc-rp
Delta 15~59'45"
Radius 227 000
Length 63 374
Tangent 31 894
N 14~58'07" W 227 00 8247 640 6529 020 Radial Out rp-pt
** Horlzontal Curve
N 62~37'18" W 33 68
N 14~58'07" W 25 00
Delta 84~41'38"
Radius 25 000
Length 36 955
Tangent 22 786
S 69~43'31" W 25 00
8263 128
8271 791
6499 112 Chord pc-pt
6522 563 Radial In pc-rp
8263 128
6499 112 Radial Out rp-pt
East
o 00
8263 128
6499 112
Area 7,482 S F
8263 128 6499 112 Close (POB)
o 172 Acres
Lot Closures - Prepared uSlng Survey/Civil Solutions for AutoCA6
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
NISQUALLY ESTATES
Lot 35
Bearlng Distance Northing Easting
------------ ---------- -------------- --------------
N 20~16'29" W
S 89~22'05" E
S 00~36'02" W
66 29
118 02
15 02
8318 969
8381 153
8379 852
8364 828
6324 973 Start (POB)
6302 001
6420 019
6419 861
** Horizontal Curve
S 04~05'12" E 37 10 8327 823 6422 505 Chord pc-pt
.s 89~23'58" E 227 00 8362 449 6646 849 Radial In pc-rp
Delta 9~22'29"
Radlus 227 000
Length 37 141
Tangent 18 612
S 81~13'33" W 227 00 8327 823 6422 505 Radial Out rp-pt
------------
S 84~48'46" W 97 93 8318 969 6324 973
East 0 00 8318 969 6324 973
-------------- --------------
8318 969 6324 973 Close (POB)
Area 6,161 S F 0 141 Acres
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
NISQUALLY ESTATES
Lot 34
Bearlng Dlstance
N 20~16'29" W 82 26
N 84~48'46" E 97 93
** Horizontal Curve
S 14~31'28" E 45 49
N 81~13'33" E 227 00
Delta 11~30'02"
Radlus 227 000
Length 45 564
Tangent 22 859
S 69~43'31" W 227 00
S 20~16'29" E
S 69~43'31" W
East
11 51
90 00
o 00
Area 6,383 S F
o 147 Acres
'.
Northing
Easting
8241 803
8318 969
8327 823
6353 478 Start (POB)
6324 973
6422 505
8283 789
8362 449
6433 913 Chord pc-pt
6646 849 Radial In pc-rp
8283 789
6433 913 ~aqial Out rp-pt
8272 990
8241 803
8241 803
6437 902
6353 478
6353 478
8241 803 6353 478 Close (POB)
...
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawing 93-~lMAP dwg
NISQUALLY ESTATES
Lot 33
Bearlng Distance Northing Easting
N 20;;';16'29" W 67 00
N 69;;';43'31" E 90 00
S 20;;';16'29" E 67 00
S 69;;';43'31" W 90 00
East 0 00
8178 955
8241 803
8272 990
8210 142
8178 955
8178 955
6376 695 Start (POB)
6353 478
6437 902
6461 119
6376 695
6376 695
8178 955 6376 695 Close (POB)
Area 6,030 S F
o 138 Acres
Drawing 93-11MAP dwg
NISQUALLY ESTATES
Lot 32
Bearing DistanGe
S 87~42'OO" W 87 76
N 20~16'29" W 54 22
N 69~43'31" E 90 00
S 20~16'29" E 34 25
-------- - --
** Horizontal Curve
S 12~23'Ol" E 47 50
S 69~43'31" W 173 00
Delta 15~46'57"
Radius 173 000
Length 47 654
Tangent 23 979
N 85~30'28" E 173 00
East
o 00
Area 6,085 S F
Northing Easting
-------------- --------------
8131 617 6483 174 Start (POB)
8128 095 6395 483
8178 955 6376 695
8210 142 6461 119
8178 015 6472 987
8131 617
8118 067
6483 174 Chord pc-pt
6310 706 Radlal In pc-rp
8131 617
6483 174 Radial Out rp-pt
8131 617
6483 174
o 140 Acres
8131 617 6483 174 Close (POB)
~
.;-
Lot 31
Bearing Distance Northing Easting
N 83~13'04" W
N 06~46'56" E
N 87~42'OO" E
90 00
61 84
87 76
8056 061
8066 690
8128 095
8131 617
6477 550 Start (POB)
6388 180
6395 483
6483 174
** Horlzontal Curve
S 01~08'42" W 33 99
S 85~30'28" W 173 00
Delta 11~16'29"
Radius 173 000
Length 34 043
Tangent 17 077
S 83~13'04" E 173 00
8097 636
8118 067
6482 495 Chord pc-pt
6310 706 Radial In pc-rp
8097 636
6482 495 Radial Out rp-pt
S 06~46'56" W
East
41 87
o 00
8056 061
8056 061
6477 550
6477 550
8056 061 6477 550 Close (POB)
Area 6,174 S F
o 142 Acres
lJ+-
'~",?', 0
'--""
Bearlng Distance NOTthing Easting
N 83~13'04" W 90 00
N 06~46'56" E 67 00
S 83~13'04" E 90 00
S 06~46'56" W 67 00
East 0 00
Area 6,030 S F
o 138 Acres
7989 530
8000 159
8066 690
8056 061
7989 530
7989 530
6469 638 Start (POB)
6380 268
6388 180
6477 550
6469 638
6469 638
7989 530 6469 638 Close (POB)
\.
Drawing 93-11MAP dwg
NISQUALLY ESTATES
TRACT-C
Lot 0
Bearlng Distance Northing Easting
N 83~13'04 W 90 00
S 81~37'07 W 12 67
N 08~22'53 W 63 74
N 54~00'40 E 12 95
S 83~13'04 E 109 40
S 06~46'56 W 67 00
East 0 00
7922 999
7933 628
7931 780
7994 842
8002 450
7989 530
7922 999
7922 999
6461 725 Start (POB)
6372 355
6359 816
6350 524
6361 000
6469 638
6461 725
6461 725
7922 999 6461 725 Close (POB)
Area 7,488 S F
o 172 Acres
~
NISQUALLY ESTATES
...
Lot 29
Bearing Distance Northing Easting
N 087;;22'53" W 32 48
N 067;;46'56" E 48 45
S 837;;13'04" E 90 00
S 067;;46'56" W 21 55
------------
7853 382
7885 512
7933 628
7922 999
7901 598
6371 367 Start (POB)
6366 633
6372 355
6461 725
6459 180
** Horlzontal Curve
S 027;;17'44" W 35 52 7866 110 6457 757 Chord pc-pt
S 837;;13'04" E 227 00 7874 790 6684 592 Radial In pc-rp
Delta 87;;58'25"
Radius 227 000
Length 35 552
Tangent 17 813
S 877;;48'32" W 227 00 7866 110 6457 757 Radial Out rp-pt
------------
S 817;;37'07" W 87 32 7853 382 6371 367
East 0 00 7853 382 6371 367
-------------- --------------
7853 382 6371 367 Close (POB)
Area 6,183 S F 0 142 Acres
~~ A- c., -C I~
,.
Lot 0
Bearing Distance Northing Easting
------------ ---------- -------------- --------------
7941 423 6518 297 Start (POB)
S 85~32'56" E 165 86 7928 550 6683 659
** Horizontal
S 39~48'57" W
N 61~55'56" W
Delta 23~29'46"
Radlus 25 000
Length 10 252
Tangent 5 199
S 38~26'10" E
Curve
10 18
25 00
7920 730
7940 313
6677 140 Chord pc-pt
6661 599 Radial In pc-rp
25 00
7920 730
6677 140 Radial Out rp-pt
S 51~33'50" W
92 16
7863 440
6604 951
** Horizontal Curve
S 62~52'44" W 67 89
N 38~26'10" W 173 00
Delta 22~37'47"
Radius 173 000
Length 68 329
Tangent 34 616
S 15~48'23" E 173 00
7832 493
7998 951
6544 530 Chord pc-pt
6497 407 Radial In pc-rp
7832 493
6544 530 Radial Out rp-pt
** Horizontal
N 56~26'36" W
N 15~48'23" W
Delta 98~43'34"
Radlus 25 000
Length 43 077
Tangent 29 130
S 82~55'11" W
Cllrve
37 94
25 00
7853 466
7856 547
6512 911 Ch?rd pc-pt
6537 720 Radial In pc-rp
25 00
7853 466
6512 911 Radial Out rp-pt
** Horizontal Curve
N 00~08' 56" T;^J 41 75
N 82~55'11" E 173 00
Delta 13l;~51'45"
Radius 173 000
Length 41 857
Tangent 21 031
N 83~13'04" W 173 00
7895 220
7874 790
6512 802 Chord pc-p~
6684 592 Radial In pc-rp
7895 220
6512 802 Radial Out rp-pt
N 06~46'56" E
East
46 53
o 00
7941 423
7941 423
6518 297
6518 297
Area 11;667 S F
7941 423 6518 297 Close (POB)
o 268 Acres
~
NISQUALLY ESTATES
Lot 28
Bearing Distance
Northing
Easting
N 08~22'53" W 70 00
N 81~37'07" E 87 32
7784 130
7853 382
7866 110
6381 570 Start (POB)
6371 367
6457 757
** Horizontal Curve
S 05~17'11" E 24 51 7841 702 6460 016 Chord pc-pt
N 87~48'32" E 227 00 7874 790 6684 592 Radial In pc-rp
Delta 6~11 25"
Radius 227 000
Length 24 525
Tangent 12 274
S 81~37'07" W 227 00 7841 702 6460 016 Radial Out rp-pt
-------------
S 08~22'53" E 45 52 7796 665 6466 651
S 81~37'07" W 86 00 7784 130 6381 570
East 0 00 7784 130 6381 570
-------------- --------------
7784 130 6381 570 Close (POB)
Area 6,031 S F 0 138 Acres
'.
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawlng 93-11MAP dwg
-----------------------------------------------------
NISQUALLY ESTATES
Lot 27
Bearlng Distance Northing Easting
------------ ---------- --~----------- --------------
N 08~22'53" W 70 00
N 81~37/07" E 86 00
S 08~22'53" E 70 00
S 81~37/07n W 86 00
East 0 00
7714 877
7784 130
7796 665
7727 413
7714 877
7714 877
6391 773 Start (POB)
6381 570
6466 651
6476 855
6391 773
6391 773
7714 877 6391 773 Close (POB)
Area 6,020 S F
o 138 Acres
Lot Closures - Prepared uSlng Survey/Civil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawlng 93-~lMAP dwg
----------------------------------------------------
NISQUALLY ESTATES
Lot 26
Bearlng Distance Northing Easting
------------ ---------- -------------- --------------.
N 08~22'53" W
N 81~37'07" E
S 08~22'53" E
70 00
86 00
25 50
7645 625
7714 877
7777 413
7702 185
6401 977 Start (POB)
6391 773
6476 855
6480 572
** Horizontal Curve
S 14~02'02" E 44 72
N 81~37'07" E 227 00
Delta 11~18'18"
Radlus 227 000
Length 44 790
Tangent 22 468
S 70~18'49" W 227 00
7653 802
7735 273
6491 415 Chord pc-pt
6705 147 Radial In pc-rp
7658 802
6491 415 Radial Out rp-pt
S 81~37'07" W
East
90 40
o 00
7645 625
7645 625
6401 977
6401 977
7645 625 6401 977 Close (POB)
Area 6,085 S F
o 140 Acres
,.
Lot Closures - Prepared uSlng Survey/Civil Solutions for AutoCAp__
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
NISQUALLY ESTATES
Lot 25
Bearlng
Distance
Northing
Easting
N 087;:22'53" W
N 817;:37'07" E
115 03'
90 40
7531 825
7645 625
7658 802
6418 743 Start (POB)
6401 977
6491 415
** Horizontal Curve
S 267;:42'04" E 55 44
N 707;:18'49" E 227 00
Delta 147;:01'46"
Radlus 227 000
Length 55 583
Tangent 27 931
S 567;:17'03" W 227 00
7609 271
7735 273
6516 329 Chord pc-pt
6705 147 Radial In pc-rp
7609 271
6516 329 Radial Out rp-pt
S 517;:33'5011 W
East
124 58
o 00
7531 825
7531 825
6418 743
6418 743
7531 825 6418 743 Close (POB)
Area 8,518 S F
o 196 Acres
'.
Lot Closures - Prepared using Survey/Givil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
----------------------------------------------------
NISQUALLY ESTATES
Lot 24
Bearing Distance
Northing
Easting
S 51~33'50" W 101 92
7706 346
7642 989
6638 649 Start (POB)
6558 816
** Horlzontal Curve
N 20~18'34" W 71 51 7710 056 6533 995 Chord pc-pt
N 57~45'45" E 173 00 7735 272 6705 147 Radial In pc-rp
Delta 23~51'22"
Radius 173 000
Length 72 031
Tangent 36 545
S 81~37'07" W 173 00 7710 056 6533 995 Radial Out rp-pt
------------
N 08~22'53" W 39 87 7749 497 6528 184
------------
** Horizontal Curve
N 34~26'48" E 33 99 7777 527 6547 410 Chord pc-pt
N 81~37'07" E 25 00 7753 141 6552 917 Radial In pc-rp
Delta 85~39'22"
Radius 25 000
Length 37 375
Tangent 23 173
N 12~43'31" W 25 00 7777 527 6547 410 Ra.dial Out rp-pt
------------
---.------.---
** Horizontal Curve
N 73~34'02" E 29 36 7785 832 6575 568 Chord pc-pt
N 12~43'31" W 227 00 7998 951 6497 407 Radial In pc-rp
Delta 7~24'54"
Radius 227 000
Length 29 377
Tangent 14 709
S 20~08'25" E 227 00 7785 832 6575 568 Radial Out rp-pt
------------
S 38~26'10" E 101 48 7706 346 6638 649
East 0 00 7706 346 6638 649
-------------- --------------
7706 346 6638 649 Close (POB)
Area 9,185 S F 0 211 Acres
Lot Closures - Prepared uSlng Survey/Civil Solutions for AutoCAD
Date Prepareq 3/9/1998
Drawing 93-11MAP dwg
-------------------.---------------------------------
NISQUALLY ESTATES
Lot 23
Bearlng Distance Northing Easting
------------ ---------- -------------- --------------
7706 346 6638 649 Start (POB)
N 387;;26'10" W 101 48 7785 832 6575 568
** Horizontal Curve
N 617;;37'42" E 65 00
N 207;;08'25" W 227 00
Delta 167;;27'46"
Radlus 227 000
Length 65 224
Tangent 32 838
S 367;;36'11" E 227 00
7816 719
7998 951
6632 760 Chord pc-pt
6497 407 Radial In pc-rp
7816 719
6632 760 Radial Out rp-pt
S 387;;26'10" E
S 517;;33'50" W
East
90 12
64 00
o 00
7746 131
7706 346
7706 346
6688 780
6638 649
6638 649
7706 346 6638 649 Close (POB)
Area 6,029 ,SF
o 138 Acres
Lot 22
------------
Bearlng Distance Northing Easting
------------ ---------- -------.-------- --------------
7746 131 6688 780 Start (POB)
N 38;/z26'10" W 90 12 7816 719 6632 760
------------
** Horlzontal Curve
N 52;/z28'49" E 7 26 7821 142 6638 520 Chord pc-pt
N 36;/z36'11" W 227 00 7998 950 6497 408 Radial In pc-rp
Delta 1;/z49'59"
Radlus 226 998
Length 7 262
Tangent 3 631
S 38;/z26'10" E 227 00 7821 142 6638 520 Radial Out rp-pt
------------
N 51;/z33'50" E 59 74 7858 278 6685 314
S 38;/z26'10" E 90 00 7787 781 6741 261
S 51;/z33'50" W 67 00 7746 131 6688 780
East 0 00 7746 131 6688 780
-------------- --------------
7746 131 6688 780 Cluse (POB)
Area 6,030 n F 0 138 Acres
0
...
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawlng 93-~lMAP dwg
----------------------------------------------------
NISQUALLY ESTATES
Lot 21
Bearlng Dlstance
Northing
Easting
N 38~26'10" W 90 00
N 51~33'50" E 52 36
7787 781
7858 278
7890 825
6741 261 Start (POB)
6685 314
6726 324
** Horlzontal Curve
N 68~41'06" E 14 72 7896 175 6740 036 Chord pc-pt
S 38~26'10" E 25 00 7871 242 6741 865 Rg.dial In pc-rp
Delta 34~14'32"
Radius 25 000
Length 14 941
Tangent 7 701
N 04~11'38" W 25 00 7896 175 6740 036 Radial Out rp-pt
-------------
S 38~49'20" E 85 67 7829 431 6793 743
S 51~33'50" W 67 00 7787 781 6741 261
East 0 00 7787 781 6741 261
-------------- --------------
7787 781 6741 261 Close (POB)
Area 5,983 S F 0 137'Acres
Lot Closures - Prepared using Survey/Givil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
----------------------------------------------------
NISQUALLY ESTATES
Lot 20
Bearing Distance Northing Easting
------------ ---------- -------------- --------------
7829 431 6793 743 Start (POB)
N 38~49'20" W 85 67 7896 175 6740 036
** Horizontal Curve
N 48~05'58" E 61 16 7937 021 6785 559 Chord pc-pt
N 04~11'38" W 50 00 7946 041 6736 380 Radial In pc-rp
Delta 75~24'47"
Radius 50 000
Length 65 810
Tangent 38 654
S 79~36'26" E 50 00 7937 021 6785 559 Radial Out rp-pt
------------
S 60~37'38" E 96 51 7889 683 686q 664
S 51~33'50" W 96 92 7829 431 6793 743
East 0 00 7829 431 6793 743
-------------- --------------
7829 431 6793 743 Close (POB)
Area 6,511 S F 0 149 Acres
~
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
NISQUALLY ESTATES
Lot 19
Bearing Distance
Northing
Easting
N 60~37'38" W 96 51
7889 683
7937 021
6869 664 Start (POB)
6785 559
** Horlzontal Curve
N 01~04'54" W 19 89 7956 911 6785 184 c.hQrd pc-pt
N 79~36'26" W 50 00 7946 041 6736 380 Radlal In pc-rp
Delta 22~56'57"
Radlus 50 000
Length 20 027
Tangent 10 150
N 77~26'37" E 50 00 7956 911 6785 184 Radial Out rp-pt
------------
N 85~33'10" E 188 14 7971 500 6972 757
S 51~33'50" W 131 61 7889 683 6869 664
East 0 00 7889 683 6869 664
-------------- --------------
7889 683 6869 664 Close (POB)
Area 7,736 S F 0 178 Acres
'.
NISQUALLY ESTATES
Lot 18
Bearing Distance Northing Easting
7971 500 6972 757 Start (POB)
S 85~33'10" W 188 14 7956 911 6785 184
** Horlzontal Curve
N 24~52'46" W 21 34 7976 273 6776 205 Chord pc-pt
S 77~26'37" W 50 00 7946 041 6736 380 Raaial In pc-rp
Delta 24~38'48"
Radius 50 000
Length 21 508
Tangent 10 923
N 52~47'50" E 50 00 7976 273 6776 205 Radial Out rp-pt
------------
N 85~33'10" E 102 20 7984 198 6878 093
N 06~57'59" E 76 59 8060 224 6887 383
S 83~02'Ol" E 172 14 8039 347 7058 248
S 51~33 50" W 109 14 7971 500 6972 757
East 0 0,0 7971 500 6972 757
-------------- --------------
7971 500 6972 757 Close (POB)
Area 13,233 S F 0 304 Acres
Lot Closures - Prepared uSlng Survey/Civil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawlng 93-11MAP dwg
NISQUALLY ESTATES
Lot 17
Bearing
Distance
S 83~02'Ol" E
S 06~57'59" W
S 85~33'10" W
78 23
76 59
102 20
Northing Easting
-------------- --------------
8069 712 6809 733 Start (POB)
8060 224 6887 383
7984 198 6878 093
7976 273 6776 205
** Horizontal Curve
N 51~58'59" W 25 51 7991 985 6756 106 Chord pc-pt
S 52~47'50" W 50 00 7946 041 6736 380 Radial In pc-rp
Delta 29~33'37"
Radlus 50 000
Length 25 796
Tangent 13 192
N 23~14'13" E 50 00 7991 985 6756 106 Radial Out rp-pt
------------
N 34~36'11" ~ 94 43 8069 712 6809 733
East 0 00 8069 712 6809 733
--------------- ------ --___0._-
8069 712 6809 733 Close (POB)
Area 8,797 S F 0 202 Acres
Lot Closures - Prepared uSlng Survey/C~vll Solutions for AutoCAD
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
NISQUALLY ESTATES
Lot 16
Bearlng
N 06~57'59" E
S 83~02'Ol" E
S 34~36'11" W
67 70
108 25
94 43
Northing Easting
-------------- --------------
8015 640 6694 071 Start (POB)
8082 842 6702 282
8069 712 6809 733
7991 985 6756 106
Dlstance
** Horizontal Curve
S 86~28'15" '07 45 03 7989 213 6711 157 Chord pc-pt
S 23~14'13" W SO 00 7946 041 6736 380 Radial In pc-rp
Delta 53~31'55"
Radius 50 000
Length 46 715
Tangent 25 220
N 30~17'43 :; W 50 00 7989 213 6711 .1.57 Radial Out rp-pt
------------
N 32~53'04" W 31 47 8015 640 6694 071
East 0 00 8015 640 6694 071
-------------- --------------
8015 640 6694 071 Close (POB)
Area 7,164 S F 0 164 Acres
NISQUALLY ESTATES
Lot 15
Bearlng Distance
N 06~46'56" E 79 11
S 83~02'Ol" E 86 00
S 06~57'59" W 67 70
S 32~53'04" E 31 47
------------
** Horizontal
S 48~01'08" W
S 3 0 ~1 7 ' L1: 3" E
Delta 23~22'19n
Radius 50 000
Length 20 396
Tangent 10 342
N 53~40'Ol" W
Curve
20 25
50 00
N 66~11'47" W
East
Area 8,334 S F
50 00
96 75
o 00
...
"
Northing Easting
-------------- --------------
8014 715 6607 577 Start (POB)
8093 272 6616 920
8082 842 6702 282
8015 640 6694 071
7989 213 6711 157
7975 665 6696 100 Chord pc-pt
7946 041 6736 380 Radial In pc-rp
7975 665
6696 100 Radial Out rp-pt
8014 715
8014 715
6607 577
6607 577
o 191 Acres
8014 715 6607 577 Close (POB)
Drawing 93-11MAP dwg
--------------------------------------~--------------
NISQUALLY ESTATES
Lot 14
Bearing Dlstance
Northing
Easting
N 06~46'56" E 80 07
S 66~11'47" E 96 75
7935 209
8014 715
7975 665
6598 122 Start (POB)
6607 577
6696 100
** Horizontal
S 15~58'35" W
S 53~40'Ol" E
Delta 40~42'48"
Radlus 50 000
Length 35 529
Tangent 18 552
S 85~37'11" W
Curve
34 79
50 00
7942 222
7946 041
6686 526 Chord pc-pt
6736 380 Radial In pc-rp
50 00
7942 222
6686 526 Radial Out rp-pt
** Horizontal Curve
S 11~50'37" W 13 97 7928 550 6683 659 Chord pc-pt
S 85~37'11" W 25 00 7940 313 6661 599 Radial In pc-rp
Delta 32~26'53"
Radius 25 000
Length 14 158
Tangent 7 275
S 61~55'56" E 25 00 7928 550 6683 659 Radial Out rp-pt
------------
N 857;;32'56" W 85 80 7935 209 6598 122
East 0 00 7935 209 6598 i22
-------------- --------------
7935 209 6598 122 Close (POBJ
Area 5,679 S F 0 130 Acres
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawlng 93-i1MAP dwg
NISQUALLY ESTATES
Lot 13
Bearlng Distance
N 85~32'56" W 80 07
N 06~46'56" E 80 07
S 85~32'56" E 80 07
S 06~46'56" W 80 07
East 0 00
Area 6,405 S F
o 147
Northing Easting
-------------- --------------
7935 209 6598 122 Start (POB)
7941 423 6518 297
8020 929 6527 753
8014 715 6607 577
7935 209 6598 122
7935 209 6598 122
-------------- --------------
7935 209 6598 122 Close (POB)
Acres
'.
Lot 12
------------
Bearlng Distance Northing Easting
------------ ---------- --------------- --------------
8014 715 6607 577 Start (POB)
N 85~32'56" W 80 07 8020 929 6527 753
N 06~46'56" E 70 83 8091 259 6536 117
------------
** Horizontal Curve
N 05~37'40" E 9 15 8100 362 6537 014 Chord pc-pt
N 83~13'04" W 227 00 8118 067 6310 706 Radial In pc-rp
Delta 2~18'32"
Radius 226 999
Length 9 148
Tangent 4 5'75
S 85~31'36" E 227 00 8100 362 6537 014 Radial Out rp-pt
- - - - - - - -'- - --
S 85~32'56" E 60 48 8095 668 6597 313
S 83~02'Ol" E 19 75 8093 272 6616 920
S 06~46'56" W 79 11 8014 715 6607 577
East 0 00 8014 715 6607 577
-------------- --------------
8014 715 6607 577 Close (POE;
Area 6,3.90 S F 0 147 Acres
'-
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawing 93-~lMAP dwg
------------------------------------------------------
NISQUALLY ESTATES
Lot 11
Bearlng Distance Northing Easting
------------ ---------- -------------- --------------
8095 668 6597 313 Start (POB)
N 85~32'56" W 60 48 8100 362 6537 014
** Horizontal Curve
N 04~03'55" W 67 41
N 85~31'36" W 227 00
Delta 17~04'38"
Radlus 227 000
Length 67 658
Tangent 34 082
N 77~23'46" E 227 00
8167 600
8118 067
6532 235 Chord pc-pt
6310 706 Radial In pc-rp
8167 600
6532 235 Radial Out rp-pt
** Horlzontal
N 32~38'56" E
N 77~23'46" E
Delta 90~30'21"
Radius 25 000
Length 39 491
Tangent 25 222
N 12~05'53" W
Curve
35 51
25 00
8197 500
8173 055
6551 393 Chord pc-pt
6556 633 Radial In pc-rp
25 00
8197 500
6551 393 Rad~al Out rp-pt
** Horizontal Curve
N 87~26'03" E 57 30
S 12~05'53" E 173 00
Delta 19~03'52"
Radlus 173 000
Length 57 564
Tangent 29 050
N 06~57'59" E 173 00
8200 065
8028 342
6608 634 Chord pc-pt
6587 652 Radial In pc-rp
8200 065
6608 634 Radial Out rp-pt
S 06~11'22" W
East
105 01
o 00
8095 668
8095 668
6597 313
6597 313
Area 6,811 S F
o 156 Acres
8095 668 6597 313 C1Qse (POB)
Lot Closures - Prepared using Survey/Civil Solutlons for AutoCAD
Date Prepared 3/9/1998
Drawlng 93-i1MAP dwg
-----------------------------------------------.-----
NISQUALLY ESTATES
Lot 10
Bearlng Distance Northing Easting
------------ ---------- -------------- --------------
N 83~02'Ol" W 56 00
N 06~11'22" E 105 01
S 83~02'Ol" E 57 42
S 06~57'59" W 105 00
East 0 00
8088 876
8095 668
8200 065
8193 101
8083 876
8088 876
6652 899 Start (POB)
6597 313
6608 634
6665 634
6652 899
6652 899
8088 876 6652 899 Close (POB)
Area 5,955 S F
o 137 Acres
~
Lot Closures - Prepared using Survey/Civil Solutlons for AutoCAD
Date Prepared 3/9/1998
Drawlng 93~11MAP dwg
NISQUALLY ESTATES
---------------------------------- -----------------
Lot 9
Bearing
Distance
N 837502'01" W 56 00
N 067557'59" E 105 00
S 837502'01" E 56 00
S 067557'59" vI 105 00
East 0 00
Area 5,880 S F
o 135 Acres
Northing Easting
8082 084
8088 876
8193 101
8186 308
8082 084
8082 084
6708 486 Start (POB)
6652 899
6665 634
6721 221
6708 486
6708 486
8082 084 6708 486 Close (POB)
'.
Drawing 93-11MAP dwg
-----------------------------------------------------
NISQUALLY ESTATES
Lot 8
Bearing Distance Northing Easting
------------ ---------- -------------- --------------
N 83~02'Ol" W 56 00
N 06~57'59" E 105 00
S 83~02'Ol" E 56 00
S 06~57'59" W 105 00
East 0 00
8075 292
8082 084
8186 308
8179 516
8075 292
8075 292
6764 072 Start (POB)
6708 486
6721 221
6776 807
6764 072
6764 072
Area 5 880 S F
8075 292 6764 072 Close (POB)
o 135 Acres
Lot 7
~
Bearing Distance Northing Easting
------------ ---------- -------------- --------------
N 83~02'Ol" W 56 00
N 06~57'59" E 105 00
S 83~02'Ol" E 56 09
S 06~57'59" W 105 00
East 0 00
Area 5,880 S F
o 135 Acres
8068 500
8075 292
8179 516
8172 724
8068 500
8068 500
6819 659 Start (POB)
6764 072
6776 807
6832 394
6819 659
6819 659
8068 500 6819 659 Close (POB)
'.
Lot Closures - Prepared using Survey/C~vil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawing 93-i1MAP dwg
----------------------------------------------------
NISQUALLY ESTATES
Lot 6
Bearlng Dlstance Northing Easting
------------ ---------- -------------- --------------
N 83~02'Ol" W 56 00
N 06~57f59" E 105 00
S 83~0-2' 01" E 56 00
S 06~57 59" W 105 00
East 0 00
8061 707
8068 500
8172 724
8165 932
8061 707
8051 '707
6875 245 Start (POB)
681.9 659
6832 394
6887 981
6875 245
6875 .245
8061 707 6875 245 Close (POB)
Area 5,880 S F
o 135 Acres
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
,.
NISQUALLY ESTATES
----------------------------------------------------
Lot 5
Bearing Distance
N 83~02'Ol" W
N 06~57'59" E
S 83~02'Ol" E
- - - - - - - -)- - - .,
* * Hori-zontal
----
S 84~21'44" E
N 06~57'59" E
Delta 2~39'26"
Radius 227 000
Length 10 528
Tangent 5 265
S 04~18'33" W
S 06~57'59" W
East
Area 5,881 S F
56 00
105 00
45 48
Curve
10 53
227 00
Northing Easting
-------------- --------------
8054 915 6930 832 Start (POB)
8061 707 6875 245
8165 932 6887 981
8160 417 6933 121
8159 383 6943 597 Chord pc-pt
8381:) 741 6960 653 Radial In pc-rp
227 00 J . 8159 383
/), V
/'-)-" ')
1051.24 .. 8054 915
0 '0-0- 8054 915
6943 597 Radlal Out rp-pt
6930 832
6930 832
805i. 915
6930 832 Close (POB)
o 135 Acres
,.
Lot Closures - Prepared uSlng Survey/eiv.Ll Solutions for AutoCAD
Date Prepared 3/9/1998
Drawing 93 -'llMAP dwg
----------------------------------------------------
NISQUALLY ESTATES
Lot 4
Bearlng Distance Northing Easting
------------ ---------- -------------- --------------
N 83~02'Ol" W
N 06~57'59" E
52 00
/--.,; r
1 0 5 l:::~
.._, '1,
)~
.
8048 609
8054 915
8159 383
6982 448 Start (POB)
6930 832
6943 597
** Horizontal Curve
N/8/7~38'38" E 52 70
N 04~18'33" E 227 00
Delta 13~19'51"
Radlus 227 000
Length 52 815
Tangent 26 527
S 09~01'18" E 227 00
8161 549
8385 741
6996 243 Chord pc-pt
6960 653 Radial In pc-rp
8161 549
6996 248 Radial Out rp-pt
S 06~57'59" W
East
113 78
o 00
8048 609
8048 609
6982 448
6982 448
8048 609 6982 448 Clcse (POB)
Area 5,641 S F
o 129 Acres
\.
Lot Closures - Prepared uSlng Survey/Civil Solutlons for AutoCAD
Date Prepared 3/9/1998
Drawlng 93-i1MAP dwg
---------------------------------------------- -----
NISQUALLY ESTATES
Lot 3
Bearlng Distance Northing Easting
------------ ---------- -------------- --------------
S 51~33'50" W
N 83~02'Ol" W
N 06~57'59" E
5 00
76 36
113 78
8042 455
8039 34,
8048 609
8161 549
7062 164 Start (POB)
7058 248
6982 448
6996 248
** Horizontal Curve
N 76~48 36" E 33 00 8169 079 7028 '378 Chord pc-pt
N 09~01'18" W 227 00 8385 741 6960 653 Radial In pc-rp
/'
Delta 8~20'12"
Radius 227 000
Length 33 02:)
Tangent 16 544
S 17~21'30" E 227 00 8169 079 7028 378 Radial Out .cp-pt
------------
S 14~56'24" ,-, 131 05 8042 455 7062 164
r-,
East 0 00 8042 455 7062 164
-------------- -----------.---
8042 455 7062 164 Close (POB)
Area 6,828 S F 0 157 Acres
,.
NISQUALLY ESTATES
Lot 2
Bearlng Distance
Northing
Easting
S Sl~33'50" W 89 89
N 14~56'24" W 131 05
8098 332
8042 455
8169 079
7132 573 Start (POB)
7062 164
7028 378
** Horizontal Curve
N 67~41'28" E 39 18 8183 951 7064 624 Chord pc-pt
N 17~21'30" W 227 00 8385 741 6960 653 Radial In pc-rp
Delta 9~54'05"
Radius 227 000
Length 39 228
Tangent 19 663
S 27~15'35" E 227 00 8183 951 7064 624 Radlal Out rp-pt
------------
S 38~26'10" E 109 31 8098 332 7132 573
East 0 80, 8098 332 7132 573
-------------- - - - - - - - - - - .- - - -
8098 332 7132 573 Close (POB)
Area 7,437 S F 0 171 Acres
\.
Drawing 93-11MAP dwg
----------------------------------_._--~--------------
NISQUALLY ESTATES
Lot 1
Bearing Distance
Northing
Easting
S 51~33'50" W 58 00
N 38~26'10" W 108 20
8138 118
8102 062
8186 818
7182 704 Start (POB)
7137 273
7070 009
** Horizontal Curve
N 56~22'56" E 38 13 8207 931 7101 766 Chord pc-pt
N 28~47'58" W 227 00 8385 741 6960 653 Radial In pc-rp
Delta 9~32'12"
Radlus 227 OCO
Length 38 180
Tangent 19 135
S 38~26'10" E 227 OQ 8207 931 7101 766 RadJ..al Out rp-pt
------------
N 51~33'50" E 20 00 8220 364 7117 432
S 38~26'lQ" E 105 00 8138 118 7182 704
East 0 00 8138 118 7182 704
------- - - -- - - - --------------
8138 118 7182 704 Close (POB)
Area 6,130 S F 0 141 Acres
___ --7
~
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 11/13/1998
Drawing 93-11S21 dwg
----------------------------------------------------
NISQUALLY ESTATES
BOUNDARY DIV 2
Lot 2
------------
Bearing Distance Northing Easting
------------ - - .- - - - - - - - ----- -' -- - - -- - - - - - - - - - - - - -. -
8835 631 6846 488 Start (POB)
S 00~45'18" H 135 61 8700 033 6844 701
S 89~14'42" E 21 29 8699 752 6865 990
S 00~45'18" W 127 00 8572 763 6864 316
N 89~14'42" T./'J 269 25 8576 311 6595 .086
S 00~36'C2" W 348 02 8228 307 6591 438
------------
** Horizontal Curve
S 85~58'28" E 20 52 8226 866 6611 909 Chord pc-pt
S 01~05'06" W 200 00 8028 342 6587 652 Radial In pc-rp
Delta 5~52'53"
Radlus 200 000
Length 20 530
Tangent 10 274
N 06~57'59" E 200 00 8226 866 6611 909 Radial Out rp-pt
------------
S 83~02'n1" E 326 90 8107 21 "/ 6916 396
- - - -. -. - - -. - - - -
** Horizontal Curve
N 74~15'54" E 154 37 8229 081 708L!. 981 Chord pc-pt
N 06~57' 59" E 200 00 8385 741 6960 653 Radial In pc-rp
Delta 45~24'09';
Radius 200 008
Length 158 484
Tangent 83 667
S 38~26'10" E 200 00 8229 081 7084 981 Radial Out rp-pt
-------------
N 51~33'50" E 20 00 8241 513 7100 647
S 38~26'10" E 132 0,0 8138 118 7182 704
S 51~33'50" W 60 70 8100 384 7135 158
S 38~26'10" E 65 00 8049 469 7175 564
N 51~33'50" E 1082 05 8722 1.19 8021 139
N 38~26'22" W 83 08 8787 193 7971 489
N 89~14'42" v] 134 46 8788 965 7837 038
N OO~45'18" E 33 61 88~2 572 7837 481
N 89~14'L~2" W 991 08 8815 fl31 6846 488
East 0 00 883"5 631 6846 4:88
-. - - - - - - - - -, - - - - --------------
8835 631 6846 488 Close (POB)
Area 665,126 S F 15 269 Ac.ces
Dill 2- BouNDAI2-Y p/-.}As5 )
------------
Bearing Distance No.:tthing Easting
------------ ---------- - - - - - - - - - - - _. - - ----------._---
8356 981 6592 787 Start (POB)
S 83Yf49'Ol" E 377 77 8316 294 6968 358
N 78Yf05'42" E 6 13 8317 558 6974 352
N 60Yf01'46" E 41 27 8338 175 7010 105
N 51Yf33'50" E 420 00 8599 264 7339 092
N 32Yf21'21" E 78 95 8665 959 7381 345
N 00Yf45'18 E 27 00 8692 956 7381 701
S 89Yf14'42 E 102 69 8691 603 7484 386
N 00Yf45'18 E 27 00 8718 601 7484 742
S 89Yf14'42 E 8 26 8718 492 7493 001
N 00Yf45'18 E 108 61 8827 093 7494 432
S 89Yf14'42 E 343 08 8822 572 7837 481
S OOYf45'18" W 33 61 8788 965 7837 038
S 89Yf14'42" E 134 46 8787 193 7971 489
S 38Yf26'22" E 83 08 8722 119 8023 J.39
S 51Yf33'50" W 1082 05 8049 469 7175 564
N 38Yf26'lO" W 65 00 8100 384 7135 158
N 51Yf33'50" E 60 70 8138 118 7182 704
N 38Yf26'10" W J_32 00 8241 513 7100 647
S 51Yf33'50" W 20 00 8229 081 7084 981
------------
** Horizontal Curve
S 74Yf15'54" v~ 154 37 8187 217 6936 396 Chord pc-pt
N 38Yf26'10" W 200 00 8385 741 696U 653 Radial In pc-rp
Delta 45Yf24'09"
Radius 2 s.o 000
Length 158 484
Tangent 83 667
S 06Yf57'59" v~ 20U 00 8187 217 6936 396 Radial Out rp-pt
------------
N 83Yf02'O]_" W 326 90 8226 866 6611 909
---_._---------
** Horizontal Curve
N 85Yf58'28" W 20 52 8228 307 6591 438 Chord pc-pt
S 06Yf57'59" W 200 00 8028 342 6587 652 Radial In pc-rp
Delta 5Yf52 53"
Radius 200 000
Length 20 530
Tangent 10 274
N 01Yf05'06" E 200 00 8228 307 6591 438 Radial Out rp-pt
- - - - - - - - .- - - -
N 00Yf36'02" E 128 68 2355 981 6592 787
Ea3t 0 00 835G 981 6592 787
-------------- ---..-----------
8356 981 6592 787 C'lu3e (POB)
Area 382,763 S F 8 787 Acres
rr(.:~. )-
't,..;1.....'~~_,.,
M~C-\~ p!~
Lot Closures - Prepared using Survey/Ci~il Solutions for AutoCAD
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
NISQUALLY ESTATES
Lot 25
Bearing
Distance Northing Easting
---------- -------------- --------------
7531 825 6418 743 Start (POB)
err5 o 3-=:> 7645 625 6401 977
90 40 7658 802 6491 415
N 08~22'53" W
N 81~37'07" E
** Horizontal Curve
S 26~42'04" E 55 44 7609 271 6516 329 Chord pc-pt
N 70~18'4~~ 227 00 7735 273 6705 147 Radial In pc-rp
Delta ~ 4~01' i.9;1I
Radlus 227 000
Length "'55 583)
;::./
Tangent 27 931
S 56~17'03" W 227 00 7609 271 6516 329 Radial Out rp-pt
------------ ~
S 51~33'50" W 7531 825 6418 743
East 00 7531 825 6418 743
-------------- --------------
7531 825 6418 743 Close (POB)
Area 8,518 S F 0 196 Acres
DONI tVlA-rCH VGA,-
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawing 93-~lMAP dwg
----------------------------------------------------
NISQUALLY ESTATES
Lot 21
Bearing Distance
Northing
Easting
N 38~26'10" W 90 00
N 51~33'50" E 52 36
7787 781
7858 278
7890 825
6741 261 Start (POB)
6685 314
6726 324
** Horizontal Curve
N 68~41'06" E 14 72 7896 175 6740 036 Chord pc-pt
S 38~26'10" E 25 00 7871 242 6741 865 RCldial In pc-rp
Delta 34~14'32"
Radius 25 000
Length 14 941
Tangent 7 701
N 04~11'38" W 25 00 7896 175 6740 036 Radial Out rp-pt
~-;~~~;~20~-i:J ;-----;) 7829 431 6793 743
(85 6
S 51~33'50" W 67 00 7787 781 6741 261
East 0 00 7787 781 6741 261
-------------- --------------
7787 781 6741 261 Close (POB)
Area 5,983 S F 0 137 Acres
I
Do,..r,- tV)ATc. il P
Lot Closures - Prepared using Survey/Givil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
NISQUALLY ESTATES
Lot 20
Bearlng Distance Northing Easting
~
(67)
7829 431
7896 175
6793 743 Start (POB)
6740 036
** Horizontal Curve
N 48~05'58" E 61 16
N 04~11'38" W 50 00
Delta 75~24'47"-
Radius 50 000
Length 65 810'-
Tangent 38 654
S 79~36'26" E 50 00
7937 021
7946 041
6785.559 Chord pc-pt
6736 380 Radial In pc-rp
7937.021
6785 559 Radial Out rp-pt
S 60~37'38" E
S 51~33'50" W
East
96 51.-
96 92'-
o 00
7889 683
7829 431
7829 431
6869 664
6793 743
6793 743
7829 431 6793 743 Close (POB)
Area 6,511 S F
o 149 Acres
Drawing 93-11MAP dwg
NISQUALLY ESTATES
Lot 1
00 N \ IV\ ,~-! c i--' p~~--
-==---
Bearlng Distance Northing Easting
S 51~33'50" W 58 00 rJ
N 38~26'10" W 108 20 ,-,
------------
** Horizontal Curve
N 56~22'56" E 38 13
N 28~47'58" W 227 00
Delta 9~38' 12'1
Radius' 227 000
Length 38.180 - r-
Tangent 19 135
S 38~26'10" E 227 00
------------
N 51~33'50" E 20 o 0 .---
S 38~26'10" E 105 00 .........
East 0 00
Area 6,130 S F
o 141 Acres
8138 118
8102 062
8186 818
7182 704 Start (POB)
7137 273
7070 009
8207 931
8385 741
7101 766 Chord pc-pt
6960 653 Radial In pc-rp
8207 931
7101 766 Radial Out rp-pt
8220 364
8138 118
8138 118
7117 432
7182 704
7182 704
8138 118
7182 704 Close (POB)
--.:~ ..
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
NISQUALLY ESTATES
16
Lot ~
Bearlng Distance
Northing
Easting
N 38~26'10" W 60 00
N 51~33'50" E 115 30
8512 346
8559 344
8631 017
7654 252 Start (POB)
7616 953
7707 266
** Horizontal Curve
S 46~31'3711 E 48 70
S 35~22'55" W 173 00
Delta 16~10'5511
Radius 173 000
Length 48 860
Tangent 24 594
N 51~33'5011 E 173 00
8597 513
8489 969
7742 605 Chord pc-pt
7607 094 Radial In pc-rp
8597.513
7742 605 Radial Out rp-pt
S 38~26'1011 E
S 51~33'50" W
East
11 79
122 15
o 00
8588 280
8512 346
8512 346
7749 933
7654 252
7654 252
8512 346 7654 252 Close (POB)
Area 7,220 S F
o 166 Acres
Do ~T Mp.,T'I-J P~AI
Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
NISQUALLY ESTATES
~q
Lot J..2'
Bearlng Dlstance Northing Easting
8559 344 7616 953 Start (POB)
N 38~26'10" W 87 07 8627 545 7562 827
** Horizontal
N 14~03'27" E
N 73~52'52" W
Delta 4~07'22"
Radius 227 000
Length 16 334
Tangent 8 170
S 78~00'14" E
Curve
16 33
227 00
8643 387
8690 568
7566 794 Chord pc-pt
7344 751 Radial In pc-rp
227 00
8643 387
7566 794 Radial Out rp-pt
** Horlzontal Curve
N 51~22'32" E 31 72 8663 188 7591 577 Chord pc-pt
S 87~23'18" 21 09 8642 426 7587 864 Radial In pc-rp
Delta 97~31'40" I
Radlus 1- 2<; ""/
Length 9-<<
Tangent 24 063
N 10~08'22" E 21 09 8663 188 7591 577 Radial Out rp-pt
------------
S 89~14'42" E 17 80 8662 954 7609 374
------------
** Horizontal Curve
S 71~55'53" E 102 97 8631 017 7707 266 Chord pc-pt
S 00~45'18" W 173 00 8489 969 7607 094 Radial In pc~rp
Delta 34~37'37"
Radlus 173 000
Length 104 554
Tangent 53 928
N 35~22'55" E 173 00 8631 017 7707 266 Radial Out rp-pt
------------
S 51~33'50" W 115 30 8559 344 7616 953
East 0 00 8559 344 7616 953
-------------- --------------
8559 344 7616 953 Close (POB)
Area 8,670 S F 0 199 Acres
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
NISQUALLY ESTATES
:!;) ,",
Lot ~ 'j~'
Bearlng Distance Northing
Easting
8476 291
N 38~26'10" W 117 28 ~ 8568 154
7608 820 Start (POB)
7535 916
** Horizontal Curve
N 24~22'35" E 65 20
N 57~21'58" W 227 00
Delta 16~30'5411~
Radius 227 000
Length 65 430-'
Tangent 32 944
S 73~52'52" E 227 00
8627 545
8690 568
7562 827 Chord pc-pt
7344 751 Radial In pc-rp
8627 545
7562 827 Radial Out rp-pt
S 38~26'10" E
S 51~33'50" W
East
147 07--
58 00--
o 00
8512 346
8476 291
8476 291
7654.252
7608 820
7608 820
8476 291 7608 820 Close (POB)
Area 7,564 S F
o 174 Acres
Date Prepared 3/9/1998
Drawing 93-11MAP dwg
po...-r MA-TLh VLtl-
NISQUALLY ESTATES
O.
Lot~ u~
Bearlng Distance Northing Easting
8440 235 7563 389 Start (POB)
N 38~26'10" W 105 00 8522 482 7498 116
** Horizontal Curve
N 39~36'44" E 59 29
N 43~46'27" W 257 37
Delta 13~13'40"
Radius 257 365
Length 59 417
Tangent 29 841
S 57~00'06" E 257 37
8568 154
8708 319
7535 916 Chord pc-pt
7320 067 Radial In pc-rp
8568 154
7535 916 Radial Out rp-pt
S 38~26'10" E
S 51~33'50" W
East
117 28.....
58 00-
o 00
8476 291
8440 235
8440 235
7608 820
7563 389
7563 389
8440 235 7563 389 Close (POB)
Area 6,378 S F
o 146 Acres
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i.
IFAX
FROM:
Kirk Harl"
Harr Family Homes
2205 116th Stree.t South, Suite 200
Tacoma, W A 98444
I Date
12/10/98
phQne
Fax Phone
253-539-1292
253-539-1293
I Number of pazes includin!{ coVet' sheet
2
TO'
Kathy Carlson
Phone
Fax Phone
360-458~4348
I Cc:
REMARKS:
o Urgent
t8J For your review
o Reply ASAP
o Please Comment
Dear Kathy,
Here IS a copy of the assignment for the landscaping. As you can see I rounded the dollar amount up to the nearest
hundred. Per our conversation I will retam the origlOnal untIl you want It. I will be out of the office unn112/21/98 but can
be reached if necessary 1 hope all the requirements that you have are completed to your satlsfaction and that we will be on
track for the plannmg commissIon meeting. Please let me know if there is anything I can do.
Smccl'ely,
Kirk A. Harr
~'~~
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LETTER OF CREDIT AND ASSIGNMENT
This Letter of Credit and Assignment is made pursuant to the provisions of SectIOn 16.2Q 030 and
16.20040 of Yelm MunicIpal Code for the purposes of bonding in lieu of completion of required improvements
and repairs described m the agreement attached hereto and made a part hereof. The undersigned does hereby
assig1J.tu ~er, an1.Qet over unto CIty of Yelro, all nghts, title and Interest m and to Savmgs Account
No -r 1-'5 \ 2L In C.du,.....b;'A 5~ &.k... in the name ofHarr Family Homes, Inc. with
full power and authority to demand, collect and recelVe said deposit for the use and purpose of completing the
required llnprovements described In said Agreement. No buildmg permits other than the origmal five (5) buildmg
penruts shall be issued prior to completion of these improvements and release of this Asslgnment.
It is understood and agreed that Cohnnbia State Bank holds the certificate covenng sald account in its posseSSIOn
and agrees to hold the sum of $14,700 00 therein until release or partlal release of thlS Assignment is received
from The City of Yelm pursuant to the tentlS of the attached Agreement, or demand made by The Clty of Yelm
pursuant to Section 16 20 030 of the Yelm Municipal Code and the provisions of said attached Agreement
DATED this
I b .7!:..
day of
rxu..b-- 19 9a
'~O~#~
Developer
ATTEST
/J~~ OrrJIahV
Secretary
BY
The ,ltl!~~~~" 1~1by confirms the deposit of $ /7'; 700 ,do in Savw.gs Account
No~ in accordance Wlth the tenns set forth herein and agrees to adnunister said account as
provided herein above \intil all such funds are released by The City ofYelm.
ATTEST
(J/)lalWblA- J3A-;rJ k.-
IN:]\DAT A\TERESA\CRTASNLT
B~~/uM~ a~
TITLE. _ (t5 R:..
PHONE- (f3>3).s 8/- J./z. 3 L.
f~ 2-'5? )-g/-O )g4-
~wW-
,,,..
HOWARD GODAT, PANTIER& ASSOCIATES
2708 WESTMOOR COURT, SW
OLYMPIA, W A 98502
PHONE (360) 943-1599 FAX. (360) 357-6299
TO:
City of Yelm
PO Box 479
Yelm, W A 98597
WE ARE SENDING YOU:
Prints
x
Other:
Letter of Transmittal
DATE:
ATTN:
RE:
December 9,1998
Cathy Carlson
Nisqually Estates
PROJECT #,
Mylars
Specifications
reports, recorded docs, etc
12-9-98
THESE ARE TRANSMITTED as checked below:
F or approval
For your use
As requested
For reVIew and comment
x
FOR BIDS DUE
REMARKS:
File # 3939
COpy TO' file
waiver protest & power of atty, stormwater agmt,
stormwater facilit maint uide, recorded docs
Approved as submItted
Approved as noted
Returned for correctIOns
Other
SIGNED: SDH' tlm sent
Transmittal Printed on 12/09/98
F .\office\forms\HGA \transmi tlal.doc
q'
DOCUMENT RECORDING COVERSHEET
Document Title: Yelm-Temno Trail Crossmg Pemut #3
Reference Numbers. N/ A
Grantor: Thurston County Parks & RecreatIOn Department
2617-A 12th Court SW
Olympia, W A 98502
Grantee: Harr Family Homes, Inc. and/or Nisqually
Estates Homeowners AsSOCiatIOn
Legal Description: PortIOn of SW 1/4 and NW 1/4 ofNE 1/4 of SectIOn
25, Townsmp 17N, Range IE, W.M.
Assessor's Parcel Numbers: 21725240000
1111111111111111111111
THURSTON COUNT'.' PARKS t R MISC $14 88
3196240
Page 1 of ~
12/8~/199S 84 85F
Thurston Co' WA
Parcel #. 21725240000
Perrrut #. YT - 980052
Park: Yelm - Temno Trail
BASIC TRAIL PERMIT
This permit is granted tlus 20th day of October, 1998 , by Thurston County, heremafter
referred to as the "COUNTY," to Harr Family Homes, Inc and/or the Homeowners AssociatiOn of
Nisqually Estates, heremafter referred to as "PERMITTEE", for the purposes heremafter set forth
a penmt under, across and over the followmg described real property (the "Property" herem), known
as the Yelm - Tenino Trail, m Thurston County, Waslungton.
EXCEPT as may be othelWlse set forth herem, PERMITTEE'S nghts shall be exercised upon
that portiOn of the Property ("Penmt Area" herem) described as follows.
A PERMIT AREA (NUMBER 3) APPROXIMATELY 19,720 SQUARE FEET FOR
INGRESS, EGRESS AND UTILITIES FOR A RESIDENTIAL DEVELOPMENT
AND DEFINED AS THAT PORTION OF THE NORTHEAST AND THE
NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25,
TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M., DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER
OF SAID NORTHEAST QUARTER; THENCE SOUTH 89013'43" EAST ALONG
THE SOUTH LINE OF SAID NORTHWEST QUARTER A DISTANCE OF 211.05
FEET; THENCE NORTH 51033'50" EAST ALONG THE NORTHERLY LINE OF
THE THURSTON COUNTY PARKS AND RECREATION YELM TO TENINO
TRAIL A DISTANCE OF 1116.94 FEET TO THE TRUE POINT OF BEGINNING;
THENCE NORTH 51033'50" EAST ALONG SAID NORTHERLY LINE A
DISTANCE OF 54.00 FEET; THENCE SOUTH 38026'10" EAST A DISTANCE OF
35.00 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, THE RADIUS
POINT OF WIDCH BEARS NORTH 51033'50" EAST A DISTANCE OF 55.00
FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 90000'00" A DISTANCE OF 86.39 FEET;
THENCE NORTH 51033'50" EAST A DISTANCE OF 470.32; THENCE NORTH
73021'55" EAST A DISTANCE OF 26.93 FEET; THENCE SOUTH 51033'50" WEST
A DISTANCE OF 672.05 FEET; THENCE NORTH 38026'10" WEST A DISTANCE
OF 7.00 FEET; THENCE SOUTH 51033'50" WEST A DISTANCE OF 250.00 FEET;
THENCE SOUTH 38026'10" EAST A DISTANCE OF 7.00 FEET; THENCE SOUTH
51033'50" WEST A DISTANCE OF 643.59 FEET TO THE BEGINNING OF A
Page 1 of5
" 'HI , " " , "" "" "I
THURSTON COUNTY PAR~S ~ R MISe $14 ~~
3196240
Page 2 of .,
12, '~7,11998 &4 &5P
Thurston Co, WA
CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS NORTH
38026'10" WEST A DISTANCE OF 35.00 FEET; THENCE NORTHWESTERLY
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
44024'35" A DISTANCE OF 27.13 FEET; THENCE NORTH 51033'50" EAST A
DISTANCE OF 950.82 FEET TO THE BEGINNING OF A CURVE TO THE LEFT,
THE RADIUS POINT OF WIDeR BEARS NORTH 38026'10" WEST A DISTANCE
OF 35.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 90000'00" A DISTANCE OF 54.98
FEET; THENCE NORTH 38026'10" WEST A DISTANCE OF 55.00 FEET TO THE
TRUE POINT OF BEGINNING AND AS APPROXIMATELY LOCATED AND AS
FURTHER DELINEATED BY "EXHIBIT A" ATIACHED HERETO AND BY THIS
REFERENCE MADE A PART HEREOF.
NOW, THEREFORE, for good and valuable consideration and the mutual promises herein
contained, the COUNTY grants a permit to PERMITTEE according to the followmg terms and
conditions:
I. PURPOSE.
PERMITTEE shall have the right for ingress, egress and utilities for the properties
described m Exhibit A. PERMITTEE is not permitted to alter the Size or locatlon of the
proposed permItted use area or to use the COUNTY's property for any use other than the
use or uses described herein Without wntten approval of the COUNTY.
ll. CONSTRUCTION AND MAINTENANCE.
Uses granted under tins permit shall be constructed and maintained in accordance with the
COUNTY'S requrrements and any statute, order, or regulatlon of any public authonty
having jurisdictlon.
All constructlon and location of utihtles and other amenitles will occur in the Permit Area
defmed above unless approved in wnting by the Parks and Recreation Drrector or his/her
deSignee pnor to construction.
PERMITTEE is required to subrmt a wntten plan for all construction, mamtenance and/or
restoration work proposed to occur m the Pernut Area for approval by the Parks and
Recreatlon Drrector or lus/her designee prior to any work begmning. All constructlon and
development to be m accordance With COUNTY'S plans for trail development. At no
tlffie shall PERMITTEE'S constructIon actIVitIes In the Perrrut Area change the trail grade In
eXIstence at the tIme of Issuance of tlus perrrut. COUNTY retainS the nghts to all tImber
removed from the Pemut Area and the value of SaId tImber, unless tlus nght IS transferred to
Page 2 of5
11111I1111111111I111I II
THURSTON COUNTY PARKS ~ R MISC $14 &&
3196240
Page 3 of .,
12/&7, 1888 &4 &5P
Thurston Co! WA
PERMITTEE m wntmg by COUNTY All cost of construcnon and maintenance of the
elements approved under tlus agreement shall be paid by the PERMITIEE. If it is
necessary, as deternuned by the Parks and Recreation DIrector or his/her deSIgnee, for the
COUNTY to perform any portIon of the work of construcnon, maintenance, removal of
any impediment to COUNTY use of the property or restoration of the permitted area to
the condlnon it was m pnor to any construction or mamtenance acnvities performed by
PERMITTEE, same shall be at the expense of the PERMITIEE. COUNTY shall
determine the costs of such work and submIt a bill for same to PERMITTEE and
PERMITTEE shall promptly pay such billed amount.
PERMITTEE shall sublllit a detailed "as-built" drawing to COUNTY within SIXty (60)
days of completion of constructing the permItted facilines and amemties.
If in the judgement of the Parks and Recreanon Director or hIs/her designee, the
construction, mamtenance or connnued eXIstence of the rights provided under this permit
necessItates any change or alteranon in the location arrangement of any COUNTY
property, structures or facilines, the cost of such change or alteration shall be paid by the
PERMITIEE.
III. RESTORATION OF COUNTY PROPERTY
PERMITIEE may from time to time remove trees, bushes, or other obstructions WIthin
the Permit Area and may level and grade the PermIt Area to the extent reasonably
necessary to carry out the purposes set forth in paragraph 1, proVIded that any removal of
vegetatlon, levelIng or grading work is coordinated with the COUNTY prior to any actlon
being taken, and that following such work PERMITTEE shall, to the extent reasonably
practicable, restore the Perlllit Area to the condltlon that it was in immediately prior to
required construction, operanon, mamtenance or reparr work occumng on COUNTY
property .
IV. CONSIDERATION.
In conslderanon for penmttIng PERMITTEE to use the COUNTY'S property,
PERMITIEE shall pay the COUNTY a one-time permit fee of $10,320. Said payment
to be due and payable at the tIme thIS PermIt IS executed by COUNTY
V. INDEMNIFICATION.
PERMITTEE agrees to indemnify and hold harmless the COUNTY, and its officers and
employees from and against all clauns, losses or expenses including attorney fees and costs
arismg out of any alleged act, error or omISSIon by PERMITTEE m the performance of
Its operanons or m the exerCIse of rights and privileges granted by this permit. In the event
SUlt IS brought against the COUNTY for damages ansrng out of or by reason of the above-
mentIOned causes, PERMITTEE will, upon nonce to it of the beginning of such action,
promptly provide a separate defense of such SUlt or actIon at Its sole expense and If
judgement IS entered agamst the COUNTY, PERMITTEE will fully satIsfy the judgement
Page 3 of5
II "" I " " I "" " " II
THURSTON COUNTY PARkS t R MISC $14 8G
3196240
Page 4 of 7
12..'87/1998 84 G5P
Thurston Co, WA
.'
wIthin nmety (90) days after judgement has been entered, to the extent of the obligation
of PERMITTEE per this Indemnification provision.
VI. NONEXCLUSIVE.
TIns penmt shall not be deemed to be an exclUSIve permIt. It shall m no manner prohibit
the COUNTY from granting other permits under, along, across, over and upon the
COUNTY'S property subject to thIS permIt and shall m no way prevent or prohibIt the
COUNTY from constructIng, altering, mamtaIning or using Sald property as the COUNTY
may deem fit; provided said "other permits" and COUNTY's use" shall not interfere with
the rights herem granted. COUNTY shall not construct or maintain any buildings or
permanent structure on the PermIt Area wluch would interfere with the exerCIse of the
rights herem granted.
VII. BINDING ON SUCCESSORS
All provisions, condItions, and requirements herein contained shall be binding upon
PERMITTEE's successors and assigns, and all pnvileges, as well as all obligations and
habilities of PERMITTEE shall mure to PERMITTEE's successors and assigns equally as
if they were specifically mentioned whenever PERMITTEE IS mennoned. PERMITTEE
shall not asSIgn any pornon of tlus PermIt WIthout wntten consent of the COUNTY, and
it is further agreed that Sald consent must be sought m wnnng no less than thIrty (30) days
pnor to the date of any proposed assignment.
VIII. DURATION OF PERMIT.
This Penmt IS effective upon execution of this Agreement and the rights granted hereunder
will continue and be enforced for such time as PERMITTEE shall maintain and use the
PermItted Area for those purposes granted herem; proVIded, however, that upon
PermIttee's abandonment of the Permitted Area, all nghts and mterests whatsoever of
PERMITTEE WIth respect to such abandoned portion shall cease and terminate WIthout
notice and shall revert to the COUNTY, but PERMITTEE shall nevertheless remam liable
for all claims and damages ansing hereunder.
If PERMITTEE shall default m, or fail, neglect, or refuse to carry out any of the
conditions or agreements herein set forth, to be by it kept and performed, then COUNTY
may cancel tlus pernut upon tlurty (30) days wntten nonce to PERMITTEE.
IX. RAIL SERVICE RESTORATION.
PERN1ITTEE understands that the pernut area described herem IS a part of a rail comdor that
has been railbanked and may be called back mto actIve rail sefV1ce at some undeternuned
future tune. Should the Y elm- Teruno Rail Trail be called back mto actIve rail sefV1ce by the
Washmgton State Department of TransportatIOn (WSDOT) or some other entIty,
PERMITTEE agrees to remove all structures and amerutles that may be obstacles to the
Page 4 of5
111111111111111I111111
THURSTON COUNTY PAR~S t R MISe $14 SS
3196240
Page Self '(
12/S7/1998 S4 SSP
Thurston Co, WA
.'
restoration of the rail servIce effectively Should PERMITTEE be reqUIred to remove any
structures or amemtIes because of rail servIce restoratlOn, all costs of saId removal shall be
the sole responsibility ofPER11ITTEE.
x. ENTIRE CONTRACT
The partIes agree that tlns penmt is the complete expreSSlOn of the terms hereto and any oral
representatlOns or understandings not mcorporated herem are excluded.
XI. ST ATEIFEDERAL APPROVAL
ThIS perInlt IS subject to the approval of the Washmgton State Interagency Comrmttee for
Outdoor RecreatlOn, the Washmgton State Department ofTransportatlOn, and/or any other
governmental or other JunsdIctIon Wlth an mterest m the propertIes herem described.
IN WITNESS WHEREOF the partles hereto have entered mto tills agreement on the day and
year first above wntten.
Kirk Harr
PresIdent
THURSTON COUNTY
wI
HARR FAMILY HOMES, INC
By.
4dOrf~~
. hael Welter
arks and RecreatlOn Drrector
Page 5 of5
11111I111111 111I111111
THURSTON COUNTY PARKS t R MISe $14 88
3196240
Page 6 of :'
12,'87/1998 84 85P
Thurston Co, WA
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THURSTON COUNTY PAR~S t R MISC $14 88
3196240
Page 7 of ~
12. '87, 1888 84 85F
Thurston Co, WA
-"-.:r
DOCUMENT RECORDING COVERSHEET
Document Title: Yelm-TerunoTrail Crossing Perrrut #2A
Reference Numbers: Thurston County Auditor's File # 3095594
Grantor: Thurston County Parks & RecreatlOn Department
2617-A 12th Court SW
Olympia, W A 98502
Grantee: Harr Family Homes, Inc. and/or Nisqua1ly
Estates Homeowners AssoclatlOn
Legal Description: PortlOn of SW 1/4 and NW 1/4 ofNE 1/4 of SectIOn
25, Townslup 17N, Range IE, W.M.
Assessor's Parcel Numbers: 21725240000
1111111111111111111111
THURSTON COUNTY PARKS t R MISC $14 sa
3196239
Page 1 of 7
12,"S7,. 1998 S4 S5P
Thurston Co' WA
Parcel #. 21725240000
Penrut #. YT - 960013 A
Park: Yelm - Temno Trail
SUPERSEDES YT - 960013
BASIC TRAIL PERMIT
Tlus penrut IS granted this 20th day of October, 1998, by Thurston County, heremafter
referred to as the "COUNTY," to Harr Family Homes, Inc. and/or the Homeowners AssocIatIOn of
Nisqually Estates, heremafter referred to as "PERMITTEE", for the purposes heremafter set forth
a penrut under, across and over the followmg described real property (the "Property" herem), known
as the Yelm - Tenino Trail, m Thurston County, Waslungton.
EXCEPT as may be othefWlse set forth herem, PERMITTEE'S nghts shall be exercIsed upon
that portIOn of the Property ("Penrut Area" herem) described as follows.
A PERMIT AREA {NUMBER 2) APPROXIMATELY 1,305 SQUARE FEET FOR
UTILITIES FOR A RESIDENTIAL DEVELOPMENT AND DEFINED AS THAT
PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER
OF SECTION 25, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M., DESCRIBED AS
FOLLOWS:
BEG~GATTHESOUTIffWESTCORNEROFTHENORTWWESTQUARTER
OF SAID NORTHEAST QUARTER; THENCE SOUTH 89013'43" EAST ALONG
THE SOUTH LINE OF SAID NORTHWEST QUARTER A DISTANCE OF 211.05
FEET; THENCE NORTH 51033'50" EAST ALONG THE NORTHERLY LINE OF
THE THURSTON COUNTY PARKS AND RECREATION YELM TO TENINO
TRAIL A DISTANCE OF 1669.26 FEET TO THE TRUE POINT OF BEGINNING;
THENCE NORTH 51033'50" EAST ALONG SAID NORTHERLY LINE A
DISTANCE OF 12.00 FEET; THENCE SOUTH 38026'10" EAST A DISTANCE OF
75.00 FEET; THENCE NORTH 51033'50" EAST A DISTANCE OF 15.00 FEET;
THENCE SOUTH 38026'10" EAST A DISTANCE OF 15.00 FEET; THENCE SOUTH
51033'50" WEST A DISTANCE OF 27.00 FEET; THENCE NORTH 38026'10" WEST
A DISTANCE OF 90.00 FEET TO THE TRUE POINT OF BEGINNING.
NOW, THEREFORE, for good and valuable consIderatlOn and the mutual pronnses herem
contamed, the COUNTY grants a pemut to PERMITTEE according to the followmg terms and
condItIOns
Page 1 of5
1111111111111111111111
THURSTON COUNTY PARKS ~ R MISC $14 SS
3196239
P <tge 2 of ~
12. .~.,. 1998 ~4 ~5F
Thurston Co, WA
1. PURPOSE.
PERMITTEE shall have the nght for utihtIes for the propertIes described m ExhibIt A.
PERMITTEE IS not pemutted to alter the SIZe or locatIOn of the proposed pernutted use area
or to use the COUNTY's property for any use other than the use or uses described herem
wIthout wntten approval of the COUNTY
II. CONSTRUCTION AND MAINTENANCE.
Uses granted under this penrut shall be constructed and mamtamed in accordance wIth the
COUNTY'S requIrements and any statute, order, or regulatIOn of any pubhc authonty haVIng
JunsdictIon.
All constructIOn and locatIon of utilitIes and other amemtIes will occur m the Pernut Area
defined above unless approved m wntmg by the Parks and RecreatIOn DIrector or lus/her
desIgnee pnor to constructIOn.
PER11ITTEE IS reqUIred to subrmt a wntten plan for all constructIOn, mamtenance and/or
restoratIOn work proposed to occur m the Pernut Area for approval by the Parks and
Recreation DIrector or lus/her desIgnee pnor to any work begmmng. All constructIOn and
development to be m accordance wIth COUNTY'S plans for trail development. At no tIme
shall PER11ITTEE'S constructIOn actiVItIes m the Pernut Area change the trail grade in
eXIstence at the tIme of Issuance of tlus penrut. COUNTY retams the nghts to all tImber
removed from the Pemut Area and the value of saId tunber, unless tlus nght IS transferred to
PER11ITTEE m wntmg by COUNTY All cost of const.ructIon and mamtenance of the
elements approved under tlus agreement shall be paId by the PERMITTEE. If It IS necessary,
as detenruned by the Parks and RecreatIOn DIrector or lus/her desIgnee, for the COUNTY
to perform any portIon of the work of constructIOn, mamtenance, removal of any ImpedIment
to COUNTY use of the property or restoratIon of the pernutted area to the conditIOn it was
m pnor to any constructIOn or mamtenance actIVItIes performed by PER11ITTEE, same shall
be at the expense ofthe PERMITTEE. COUNTY shall detemune the costs of such work and
submIt a bill for same to PER11ITTEE and PER11ITTEE shall promptly pay such billed
amount.
PERMITTEE shall subrmt a detailed "as-built" draWing to COUNTY WItlun SIxty (60) days
of completIOn of constructing the pemutted facilitIes and amemtIes.
If m the Judgement of the Parks and RecreatIOn DIrector or luslher deSIgnee, the constructIOn,
mamtenance or contmued eXistence of the nghts proVIded under tlus pernut neceSSItates any
change or alteratIOn m the locatIOn arrangement of any COUNTY property, structures or
facihtIes, the cost of such change or alteratIOn shall be paId by the PER11ITTEE.
Page 2 of5
" "" , " HI III " 111I III
THURSTON COUNTY PAR~S t R MISL $14 ~~
3196239
Page 3 of ;'
12'!S7, 1998 S4 S5P
Thurston Co, WA
m. RESTORATION OF COUNTY PROPERTY
PERMITTEE may from time to time remove trees, bushes, or other obstructions wlthm the
Peront Area and may level and grade the Peront Area to the extent reasonably necessary to
carry out the purposes set forth m paragraph 1, provIded that any removal of vegetation,
leveling or grading work IS coordmated Wlth the COUNTY pnor to any actlOn bemg taken,
and that followmg such work PERMITTEE shall, to the extent reasonably practicable, restore
the PermIt Area to the conditlOn that It was m unmediately pnor to reqUired constructlOn,
operatlOn, mamtenance or repaIr work occumng on COUNTY property
IV CONSIDERATION
In conslderatlOn for penmttmg PERMITTEE to use the COUNTY'S property, PERMlTTEE
will donate to the COUNTY apprmamately 1.30 acres of property, Wlth an estImated
value of $ 8,938.00 , and located adjacent to the Yelm-Teruno Rail Trail and delmeated
by ExhibIt B Said property to be granted by warranty deed to COUNTY and to be
transferred upon final plat approval. Said transfer of property shall be defined as a condItion
and labeled and recorded as such on the final plat map
V INDE1v1NIFICA TION
PERMITTEE agrees to mdemrufy and hold harmless the COUNTY, and its officers and
employees from and agamst all claIms, losses or expenses mcluding attorney fees and costs
ansmg out of any alleged act, error or onusslon by PERMlTTEE m the performance of Its
operatIOns or m the exercIse of nghts and privileges granted by tlus peront. In the event SUit
IS brought against the COUNTY for damages ansmg out of or by reason of the above-
mentlOned causes, PERMITTEE will, upon notIce to It of the begmrung of such actlOn,
promptly proVlde a separate defense of such SUIt or actlOn at Its sole expense and If Judgement
IS entered agamst the COUNTY, PERMITTEE will fully satIsfy the Judgement wltlun runety
(90) days after Judgement has been entered, to the extent of the obligation ofPERMlTTEE
per tills IndemruficatlOn prOVlSIon.
VI. NONEXCLUSIVE.
TIns penmt shall not be deemed to be an exclusIve peront. It shall m no manner prohibIt the
COUNTY from grantIng other peronts under, along, across, over and upon the COUNTY'S
property subject to tlus peront and shall m no way prevent or prohibIt the COUNTY from
constructmg, altenng, mamtaInmg or usmg Said property as the COUNTY may deem fit;
proVlded Said "other peronts" and COUNTY's use" shall not interfere Wltl;1 the nghts herem
granted. COUNTY shall not construct or mamtaIn any buildings or permanent structure on
the Peront Area wluch would mterfere Wlth the exerCIse of the nghts herem granted.
Page 3
11111I1111111I11111111
THURSTON COUNTY PARKS ~ R MISC $14 8&
3196239
Page 4 of :'
12,'S7'.' 1998 84 G5F
Thurston Co. WA
VII. BINDING ON SUCCESSORS
All provlSlons, conditIOns, and reqUirements herein contamed shall be bmding upon
PERMITTEE's successors and assIgns, and all pnvileges, as well as all obligatIOns and
liabilitIes of PERMITTEE shall mure to PERMITTEE's successors and assigns equally as if
they were specmcally mentIOned whenever PERMITTEE IS mentIOned. PERMITTEE shall
not assIgn any portIon of thts Pernut wIthout wntten consent of the COUNTY, and It IS
further agreed that saId consent must be sought m wntmg no less than thtrty (30) days pnor
to the date of any proposed assIgnment.
VIII. DURATION OF PERMIT.
Thts Pernut IS effectIve upon executIon ofthts Agreement and the nghts granted hereunder
will contmue and be enforced for such tlme as PERMITTEE shall mamtam and use the
Pernutted Area for those purposes granted herem, proVIded, however, that upon Pernuttee's
abandonment of the Pernutted Area, all nghts and mterests whatsoever of PERMITTEE with
respect to such abandoned portIOn shall cease and terrmnate Without notIce and shall revert
to the COUNTY, but PERMITTEE shall nevertheless remam liable for all claIms and
damages arismg hereunder
If PERMITTEE shall default In, or fail, neglect, or refuse to carry out any of the condItions
or agreements herem set forth, to be by It kept and performed, then COUNTY may cancel thts
pernut upon thtrty (30) days wntten notIce to PERMITTEE.
IX. RAIL SERVICE RESTORATION.
PERMITTEE understands that the pernut area described herem IS a part of a rail comdor that
has been railbanked and may be called back mto actlve rail sefVIce at some undeternuned
future tune. Should the Yelm-Teruno Rail Trail be called back mto actIve rail sefVIce by the
Washmgton State Department of Transportatlon (WSDOT) or some other entlty,
PERMITTEE agrees to remove all structures and amerutles that may be obstacles to the
restoratIOn of the rail sefVIce effectIvely Should PER1\1lTTEE be reqUired to remove any
structures or amerutles because of rail servIce restoratIOn, all costs of saId removal shall be
the sole responsibihty of PERMITTEE.
X. ENTIRE CONTRACT
The partIes agree that thts pernut IS the complete expressIOn of the terms hereto and any oral
representatIOns or understandings not mcorporated herem are excluded.
Page 4 of5
11111I1111111I11111111
THURSTON COUNTY PRRKS t R MISC $14 ~~
3196239
P"ge 5 of :'
12, '~7, '1998 ~4 ~5P
Thurston Co WA
XI. STATE/FEDERAL APPROVAL.
ThIS pernut IS subject to the approval of the Wasillngton State Interagency Comnuttee for
Outdoor Recreation, the Wasillngton State Department ofTransportatlOn, and/or any other
governmental or other JunsdictlOn With an mterest m the propertIes herem described.
IN WITNESS WHEREOF the partIes hereto have entered mto tills agreement on the day and
year first above wntten.
HARR FAMILY HOMES, INC
THURSTON COUNTY
By'
<~a~7V~
Kirk Harr
PresIdent
chael Welter
arks and Recreation DIrector
Page 5 of"
" "" , " II "'" "" "
THURSTON COUNTY PAR~S t R MISC $14 SS
3196239
Page 6 of 7'
12!S7, 1998 S4 S~
Thurst orl Co" WA
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" 11111 " II III " " "" :~~~~~~ot5P
THURSTON COUNTY PAR~s t R MISC $14 SS Thurston COI WA
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DOCUMENT RECORDING COVERSHEET
Document Title: Trail Crossmg Pernut #IA
Reference Numbers: Thurston County AudItor's File #3095595
Grantor: Thurston County Parks & Recreation Department
2617-A 12th Court SW
Olympia, W A 98502
Grantee: Harr Family Homes and/or the
Homeowner's AsSOCIatlOn ofNisqua11y Estates
Legal Description: PortlOn of the NE 1/4 of the NE 1/4 of the NE 1/4
of Section 25, Townsmp 17N, Range IE, W.M.
Assessor's Parcel Numbers: 21725240000
II ""1"11111" 1111"
THURSTON COUNT'( PARKS t R MISe $14 SS
3196238
Page 1 of ~
12/S7/1998 S4 S5F
Thurston Co.. WA
Parcel #0 21725240000
Pernut #0 YT - 960014A
Park: Yelm - Tenmo Trail
SUPERSEDES YT- 960014
BASIC TRAIL PERMIT
ThIS permIt IS granted tills 20th day of October, 1998, by Thurston County, heremafter
referred to as the "COUNTY," to Harr Family Homes, Inc. and/or the Homeowner's Association of
Nisqually Estates, heremafter referred to as "PERMITTEE", for the purposes heremafter set forth
a permlt under, across and over the followmg described real property (the "Property" herem), known
as the Yelm - Tenino Trail, m Thurston County, Wasillngton.
EXCEPT as may be otherwIse set forth hereIn, PERMITTEE'S nghts shall be exercIsed upon
that portlOn of the Property ("Pernut Area" herem) described as follows
A PERMIT AREA (NUMBER 1) APPROXIMATELY 5,816 SQUARE FEET FOR
INGRESS, EGRESS AND UTILITIES FOR A RESIDENTIAL DEVELOPMENT
AND DEFINED AS THAT PORTION OF THE SOUTHWEST AND THE
NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25,
TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M., DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER
OF SAID NORTHEAST QUARTER; THENCE SOUTH 89013'43" EAST ALONG
THE SOUTH LINE OF SAID NORTHWEST QUARTER A DISTANCE OF 211.05
FEET; THENCE NORTH 51033'50" EAST ALONG THE NORTHERLY LINE OF
THE THURSTON COUNTY PARKS AND RECREATION YELM TO TENINO
TRAIL A DISTANCE OF 66.61 FEET TO THE TRUE POINT OF BEGINNING;
THENCE NORTH 51033'50" EAST ALONG SAID NORTHERLY LINE A
DISTANCE OF 54.00 FEET; THENCE SOUTH 38026'10" EAST A DISTANCE OF
65.00 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, THE RADIUS
POINT OF WIDCH BEARS NORTH 51033'50" EAST A DISTANCE OF 35.00
FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 90000'00" A DISTANCE OF 54.98 FEET TO
THE CUSP OF SAID CURVE; THENCE SOUTH 51033'50" WEST A DISTANCE OF
33.03 FEET; THENCE NORTH 89013'43" WEST A DISTANCE OF 3.16 FEET;
THENCE SOUTH 51033'50" WEST A DISTANCE OF 88.51 FEET TO THE CUSP
OF A CURVE, THE RADIUS POlNT OF WIDCH BEARS NORTH 38026'10" WEST
A DISTANCE OF 35.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90000'00" A DISTANCE
Page 1 of 5
1111111111111111111111
THURSTON COUNTY PAR~S t R MISC $14 ~~
3196238
Page 2 of .,
12,'S7', '1998 ~4 S5P
ihurston Co, WA
OF 54.98 FEET; THENCE NORTH 38026'10" WEST A DISTANCE OF 63.00 FEET
TO THE TRUE POINT OF BEGINNING AND AS APPROXIMATELY LOCATED
AND AS FURTHER DELINEATED BY "EXHIBIT A" ATTACHED HERETO AND
BY THIS REFERENCE MADE A PART HEREOF.
NOW, THEREFORE, for good and valuable consIderatlOn and the mutual pronuses herem
contamed, the COUNTY grants a permit to PERMITTEE according to the following terms and
conditlOns.
1.
PURPOSE.
PERMITTEE shall have the nght for mgress, egress and utilities for the propertIes
described m ExhibIt A PERMITTEE IS not pernutted to alter the SIze or 10catlOn of
the proposed pernutted use area or to use the COUNTY's property for any use other
than the use or uses described herem Without wntten approval of the COUNTY
II.
CONSTRUCTION AND MAINTENANCE.
Uses granted under tills permlt shall be constructed and maIntaIned in accordance WIth
the COUNTY'S reqmrements and any statute, order, or regulation of any public
authonty havmg JunsdIctlOn.
All constructlOn and 10catlOn ofutihtIes and other amemties will occur m the Pernut
Area defined above unless approved m wntmg by the Parks and RecreatlOn DIrector
or ills/her designee prior to constructlOn.
PERMITTEE IS requIred to subnut a wntten plan for a11 construction, mamtenance
and/or restoratlOn work proposed to occur m the Pernut Area for approval by the
Parks and RecreatlOn DIrector or rus/her deSIgnee pnor to any work begmmng. All
constructlOn and development to be m accordance With COUNTY'S plans for trail
development. At no tlffie shall PERMITTEE'S constructlOn actiVIties m the Pernut
Area change the trail grade m eXistence at the time of issuance of this permit.
COUNTY retams the nghts to all tImber removed from the Pernut Area and the value
of s8.1d timber, unless this nght IS transferred to PERMITTEE in writmg by
COUNTY All cost of constructlon and maIntenance of the elements approved under
tills agreement shall be prod by the PERMITTEE. If It IS necessary, as deternuned by
the Parks and Recreation DIrector or ills/her deSIgnee, for the COUNTY to perform
any portIon of the work of construction, mamtenance, removal of any Impediment to
COUNTY use of the property or restoratlOn of the pernutted area to the condItion it
was m pnor to any constructlOn or mamtenance actiVItIes performed by
Page 2 of 5
II 'III , II " '" II 'III III
THURSTON COUNTY PARI\S t R MISe $14 SS
3196238
Page 3 elf '(
12.'S7,11998 S4 S5F
Thurston COI WA
PERMITTEE, same shall be at the expense of the PERMITTEE. COUNTY shall
determme the costs of such work and subffilt a bill for same to PERMITTEE and
PERMITTEE shall promptly pay such billed amount.
PERMITTEE shall subnut a detailed "as-built" drawmg to COUNTY Wltmn SIxty
(60) days of completlOn of constructmg the pefmltted facilitIes and amerutIes.
If m the Judgement of the Parks and RecreatlOn DIrector or ms/her deSIgnee, the
constructlOn, mamtenance or contmued eXistence of the nghts proVIded under tills
perrmt necessItates any change or alteratlOn m the 10catlOn arrangement of any
COUNTY property, structures or facilitIes, the cost of such change or alteration shall
be paid by the PERMITTEE.
ill.
RESTORATION OF COUNTY PROPERTY
PERMITTEE may from tIme to tlffie remove trees, bushes, or other obstructlOns
wIthm the Pernut Area and may level and grade the Pernut Area to the extent
reasonably necessary to carry out the purposes set forth m paragraph 1, provIded that
any removal of vegetatIon, leveling or grading work IS coordinated WIth the
COUNTY pnor to any actlOn bemg taken, and that folloWlng such work
PERMITTEE shall, to the extent reasonably practIcable, restore the Pernut Area to
the condItIon that It was m immediately pnor to reqUIred constructlOn, operatlOn,
mamtenance or repair work occumng on COUNTY property
IV
CONSIDERATION
In consideratlOn for pernuttmg PERMITTEE to use the COUNTY'S property,
PERMITTEE will donate to the COUNTY approXlffiately 1.49 acres of property,
WIth an estimated value of $ 12.981.00 and located adJacent to the Yelm-Teruno
Rail Trail and delineated by ExhibIt B SaId property to be granted by warranty deed
to COUNTY and to be transferred upon final plat approval. Said transfer of property
shall be defined as a conditIon and labeled and recorded as such on the final plat map
v
INDEMNlFICATION
PERMITTEE agrees to indemnify and hold harmless the COUNTY, and its officers
and employees from and agamst all claIms, losses or expenses mcluding attorney fees
and costs ansmg out of any alleged act, error or onussIon by PERMITTEE m the
performance of ItS operatIons or m the exerCIse of nghts and pnvileges granted by tms
pefffilt. In the event SUIt IS brought agamst the COUNTY for damages ansmg out of
or by reason of the above-mentioned causes, PERMITTEE will, upon notice to It of
the begmnmg of such actlOn, promptly proVIde a separate defense of such SUIt or
actIon at Its sole expense and 1f judgement IS entered agamst the COUNTY,
Page 3 of 5
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THURSTON COUNTY PAR~S t R MISe $14 St::I
3196238
Page 4 (If ~
12/S7, 1998 S4 S5F
Thurston Co, WA
PERMITTEE will fully satIsfy the Judgement within runety (90) days after judgement
has been entered, to the extent of the obhgatlOn of PERMITTEE per tills
IndemruficatIon proVISlOn.
VI.
NONEXCLUSIVE.
ThIS pernut shall not be deemed to be an exclusIve pernut. It shall m no manner
prohibIt the COUNTY from grantmg other pernuts under, along, across, over and
upon the COUNTY'S property subject to tills pernut and shall m no way prevent or
prohibIt the COUNTY from constructmg, altenng, mamtaIrung or usmg saId
property as the COUNTY may deem fit; proVIded SaId "other pernuts" and
COUNTY's use" shall not interfere WIth the nghts herem granted. COUNTY shall
not construct or maIntam any buildings or permanent structure on the Pernut Area
willch would mterfere Wlth the exerCIse of the nghts herem granted.
VII. BINDING ON SUCCESSORS
All proVISIons, conditlOns, and requIrements herem contamed shall be bmding upon
PERMITTEE's successors and asSIgnS, and all pnvileges, as well as all obhgations and
habilitIes of PERMITTEE shall mure to PERMITTEE's successors and aSSIgns
equally as IT they were specIfically mentlOned whenever PERMITTEE IS mentlOned.
PERMITTEE shall not assign any portlOn of tills Pernut Without wntten consent of
the COUNTY, and It IS further agreed that saId consent must be sought m wntmg no
less than tillrty (30) days pnor to the date of any proposed aSSIgnment.
VIII. DURATION OF PERMIT.
Tills Pernut IS effective upon executlOn of tills Agreement and the nghts granted
hereunder will continue and be enforced for such tIme as PERMITTEE shall mamtam
and use the Pernutted Area for those purposes granted herem, proVIded, however,
that upon Pernuttee's abandonment of the Pernutted Area, a11 nghts and mterests
whatsoever of PERMITTEE with respect to such abandoned portlOn shall cease and
termInate Wlthout notice and shall revert to the COUNTY, but PERMITTEE shall
nevertheless remain liable for all claIms and damages ansmg hereunder
If PERMITTEE shall default m, or fail, neglect, or refuse to carry out any of the
condItions or agreements herem set forth, to be by It kept and performed, then
COUNTY may cancel tills pernut upon tillrty (30) days wntten notice to
PERMITTEE.
Page 4 of 5
11111I1111111I11111111
THURSTON COUNTY PAR~S t R M I SC $14 SS
3196238
Page 5 of 7
12,'S7,'1988 S4 S5P
Thurston Co, WA
IX. RAIL SERVICE RESTORATION.
PERMITTEE understands that the permlt area described herem IS a part of a rail comdor that
has been railbanked and may be called back mto actIve rail servIce at some undeternuned
future tlme. Should the Yelm- Teruno Rail Trail be called back mto actIve rail semce by the
Washmgton State Department of TransportatlOn (WSDOT) or some other entIty,
PERMITTEE agrees to remove all structures and ameruties that may be obstacles to the
restoratlOn of the rail sefVlce effectIvely Should PERMITTEE be reqUIred to remove any
structures or amerutIes because of rail sefVlce restoratlOn, all costs of SaId removal sha11 be
the sole responsibility of PERMITTEE.
X. ENTIRE CONTRACT
The partIes agree that tills permlt is the complete expression of the terms hereto and any oral
representatlOns or understandings not mcorporated herem are excluded.
XI. STATE/FEDERAL APPROVAL.
This pernut is subject to the approval of the Wasillngton State Interagency Comrruttee for
Outdoor RecreatIon, the Washmgton State Department ofTransportatlOn, and/or any other
governmental or other JunsdictI~m With an mterest m the propertIes herem described.
IN WITNESS WHEREOF the partIes hereto have entered mto tills agreement on the day and
year first above wntten.
HARR FAMILY HOMES, INe
By'
~;IGO~~
Kirk Harrar
PreSIdent
THURSTON COUNTY
~~
Mi ael Welter
P ks and Recreation DIrector
Page 5 of 5
1111111111111111111111
THURSTON COUNTY PARKS t R MISC $14 ~~
3196238
Page 6 of ~
12/S7/1998 ~4 S5P
Thurston Co, WA
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Dee 07 98 02:35p
Skillings-Connoll~, Inc.
(360) 491-3857
p. 1
SkilliNGs" CoNNOlly ~NC.
CoNsulTiNG ENGiNEERS
PO Box ~080, lAay, WMltililjlON 9&SOM080
(J60) 491-H~~ - FAll (J6O) 49J-JaH
E-MA1~ 5ki1l1llljSOs1dIlPcGs.~
FAX
Number of pages including cover sheet:
4
Project No.
Project Name:
98007
Date' 12/07/98
General Services
To:Catherine Carlson
City Planner
From:Pat Fox, P.L.S.
Survey Manager
Phone:
(360) 491-3399
(360) 491-3857
Fax phone:
( )
( ) 458-4348
Fax phone:
Phone:
E-Mail.
skillings@skllhngs_com
CC.
REMARKS:
D Urgent
D For your review
o Reply ASAP
I8J Please comment
Catherine,
Attached you will find my comments for Div.II.
*** IF YOU DO NOT RECEIVE ALL COPIES OR ANY PAGE IS NOT LEGIBLE
PLEASE CALL (360) 491-3399, AS SOON AS POSSIBLE ***
This facsimile transmission (and or documents accompanying it) may contain confidential information belonging to a sender
which is protected by the consultant-client privilege. The information is intended only for the use of the individual or entity
named above If you are not the intended recipient. you are hereby notified that any disclosure, copying, distribution, or the
taking of any action in reliance on the contents of this information is strictly prohibited. If you received this transmission in error,
please notify us by telephone immediately to arrange for return or destruction of the documents-
)
De~ 07 98 02:35p
Skillings-Connoll~, Inc.
(360) 491-3857
p.2
SkilliNGS,. CONNOlly INC.
CONsulTiNG ENGiNEERS
December 7, 1998
#98007
CityofYelm
105 Yelm Avenue West
Yelm, WA 98597
ATTN: Catherine Carlson
City Planner
RE: Final Plat Comments for Nisqually Estates Division 2 Phase 1
Dear Ms Carlson.
We have reviewed the plat, lot closures and plat certificate for this subdivision. I have
attached a listing of the items that should be addressed prior to approval of this
subdivision
If you have any questions please don't hesitate to call me My direct number is 455-
3120
Sincerely,
SKILLlNGS-CONNOLL Y, INC.
Consulting Engineers
Pat Fox, P L.S
Survey Manager
(q:project\1998\98007\Task155\final plat comments. doc)
CIVIL. TRA.NSPORTA.TION . ENVIRONMENTA.L
PO BOX 5080 lAny, WA<HiNr,TON 911509_50110
}60 / 491-H99 1-800-454-7545 FAX 491-}857
F-MAil <killiN'l<@<killiNlj"C,OM
Dee 07 98 02:35p
Ski 11 ings-Connoll:;j, Inc.
(360) 491-3857
p.3
Final Plat Comments
Nisqually Estates Division Two, Phase One
Sheet one
1) In the lower right corner change uSHEET 1 OF ~ II to "SHEET 1 OF 1: II
Sheet two
2) In the CUNe table for CUNe #5 change the length 22 79 to 36 96
3) There are numerous distances and one bearing along the west line of the plat. It
isn't clear what is being dimensioned The bearing of the west line should be
placed immediately adjacent to the distance 373 61 and dimension ticks would
help show what is being dimensioned
4)
The three notes "AUDITOR'S FILE NO
filled in
II should have the number
5) Rainier Road is misspelled
Sheet three
6) There are two notes about the existing oil line easement that are placed together
This makes it difficult to determine what is meant here. The label of 25' is
confusing This easement is 50' wide?
7) It is not clear that the tract between Lots 93 and 94 is part of tract N
8) The dimensions for Lot 102 are incorrect
Sheet four
9) There are two notes about the existing oil line easement that are placed together
This makes it difficult to determme what is meant here The label of 25' is
confusing This easement is 50' wide?
Dee 07 98 02:35p
Skillings-Connoll~, Inc.
(360) 491-3857
p.4
10) The Iinework for the plat boundary should be heavier The same as on sheet 3
11} The two notes "AUDITOR'S FILE NO
filled in
" should have the number
12)
12) Rainier Road is misspelled
13) Label the width of the new road r/w each side of centerline
14) I n the easement note in the lower right corner there is no mention of an
easement across the frontage of tracts Should this note "ADJOINING THE
STREET AND TRACT FRONTAGE OF ALL LOTS IN WHICH TO "BE
CHANGED TO "ADJOINING THE STREET FRONTAGE OF ALL LOTS AND
TRACTS IN WHICH TO "?
15) There is curve data missing on Lot 75, and the curve data on Lots 75,75 & Tract
G, also should be checked an corrected as needed
16) The radius for the CUNes on Lots 81 &82 should be 22700
17) The southerly line of Lot 78 is not labeled (122 15
17) Item 1 Of NOTES in the upper left corner appears to have been copied but not
edited for this division
DEp-07-98 MON 12:33
p, 01/03
THURSTON COUNTY
TITLE COMPANY
TELEPHONE (360) 943-7300
105 EAST 8TH AVENUE
OLYMPiA. WASHINGTON 98501
,
FA~ COVER LETTER
DATE
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FIRM
CITY
TELECOPIER #
RE:
w. .'.lmnsonnting ~
pages. Including tills cover page. If you do not receIve all pages,
please call
I at phone U
FROM
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SkilliNGs" CONNOlly INC.
CoNsulTiNG ENGiNEERS
PO Box ~060, lAcEy, WASll~qroN 96~OM060
(J60) 491-H99 - FAX (J60) 491-j6H
E-MAil: skiIliNCjS@skiIliNqs.COM
FAX
Date
12/07/98
ProJ ect No
98007
Number of pages includmg cover sheet:
4
Project Name'
General Services
City Planner
From:Pat Fox, P.L.S.
Survey Manager
To:Catherine Carlson
Phone' (360) 491-3399
Phone ( ) Fax phone' (360) 491-3857
Fax phone ( ) 458-4348 E-Mail. skillmgs@skillmgs.com
CC
REMARKS:
D Urgent
D For your reVIew
D Reply ASAP
[gI Please comment
Catherine,
Attached you will find my comments for DIV.!!.
*** IF YOU DO NOT RECEIVE ALL COPIES OR ANY PAGE IS NOT LEGIBLE
PLEASE CALL (360) 491-3399, AS SOON AS POSSIBLE ***
This facsimile transmission (and or documents accompanying it) may contain confidential information belonging to a sender
which is protected by the consultant-client privilege. The information is intended only for the use of the individual or entity
named above If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the
taking of any action in reliance on the contents of this information is strictly prohibited. If you received this transmission in error,
please notify us by telephone immediately to arrange for return or destruction of the documents.
~ SkilliNGs, CONNOlly INC.
..... CONsuLTiNG ENGiNEERS
December 7, 1998
#98007
City of Yelm
105 Yelm Avenue West
Yelm, WA 98597
ATTN: Catherine Carlson
City Planner
RE: Final Plat Comments for Nisqually Estates Division 2 Phase 1
Dear Ms Carlson
We have reviewed the plat, lot closures and plat certificate for this subdivision I have
attached a listing of the items that should be addressed prior to approval of this
subdivision
If you have any questions please don't hesitate to call me My direct number is 455-
3120
Sincerely,
SKILLlNGS-CONNOLL Y, INC.
Consulting Engineers
Pat Fox, P L S
Survey Manager
(q: project\ 1998\98007\ Task 155\final plat comments. doc )
CIVIL. TRANSPORTATION. ENVIRONMENTAL
PO BOX 5080 LACEY, WAs~iNGTON 98509-5080
~60 / 491-n99 1-800-454-7545 FAX 491-~857
E-MAil skilliNGS@skilliNGS.COM
Final Plat Comments
Nisqually Estates Division Two, Phase One
Sheet one
1) In the lower right corner change "SHEET 1 OF ~ "to "SHEET 1 OF 4 "
Sheet two
2) In the curve table for curve #5 change the length 22 79 to 36 96
3) There are numerous distances and one bearing along the west line of the plat. It
isn't clear what is being dimensioned The bearing of the west line should be
placed immediately adjacent to the distance 373 61 and dimension ticks would
help show what is being dimensioned
4)
The three notes "AUDITOR'S FILE NO
filled in
" should have the number
5) Rainier Road is misspelled
Sheet three
6) There are two notes about the existing oil line easement that are placed together
This makes it difficult to determine what is meant here The label of 25' is
confusing This easement is 50' wide?
7) It is not clear that the tract between Lots 93 and 94 is part of tract N
8) The dimensions for Lot 102 are incorrect
Sheet four
9) There are two notes about the existing oil line easement that are placed together
This makes it difficult to determine what is meant here The label of 25' is
confusing This easement is 50' wide?
" .
..
10) The Iinework for the plat boundary should be heavier The same as on sheet 3
11) The two notes "AUDITOR'S FILE NO
filled in
" should have the number
12)
12) Rainier Road is misspelled
13) Label the width of the new road r/w each side of centerline
14) In the easement note in the lower right corner there is no mention of an
easement across the frontage of tracts Should this note "ADJOINING THE
STREET AND TRACT FRONTAGE OF ALL LOTS IN WHICH TO "BE
CHANGED TO "ADJOINING THE STREET FRONTAGE OF ALL LOTS AND
TRACTS IN WHICH TO "?
15) There is curve data missing on Lot 75, and the curve data on Lots 75,75 & Tract
G, also should be checked an corrected as needed
16) The radius for the curves on Lots 81 &82 should be 227 00
17) The southerly line of Lot 78 is not labeled (122 15
17) Item 1 Of NOTES in the upper left corner appears to have been copied but not
edited for this division
..
\
)
SkilliNGs" CONNOlly ~NC.
CoNsulTiNG ENGiNEERS
PO Box ~060, lAay, WASll~ljTON 9650M060
(J60) 49J-H99 - FAX (J60) 49J-J8H
E-MAil: skiIliNqs@sIdR1Nqs.CCt1
~m
i- ..
FAX
Date
12/06/98
Project No
98007
Number of pages IncludIng cover sheet:
4
Project Name'
General Services
\
To-Catherine Carlson
City Planner
From:Pat Fox, P.L.S.
Survey Manager
Phone'
(
(
)
) 458-4348
Phone'
(360) 491-3399
(360) 491-3857
Fax phone'
Fax phone
CC
E-Mail.
pfox@skIllmgs.com
REMARKS.
D Urgent
D For your reVIew
D Reply ASAP
t:8J Please comment
CathIe,
I'm rrnSSIng some of the lot closures for Nisqually Estates DIV II. I need lots 73-77 & 88-103 I apologIze for not realIzIng thIS
sooner Please fax them If you have them.
Attached you will find my comments for DIV 1.
*** IF YOU DO NOT RECEIVE ALL COPIES OR ANY PAGE IS NOT LEGIBLE
PLEASE CALL (360) 491-3399, AS SOON AS POSSIBLE ***
This facsimile transmission (and or documents accompanying it) may contain confidential information belonging to a sender
which is protected by the consultant-client privilege The information is intended only for the use of the individual or entity
named above. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the
taking of any action in reliance on the contents of this information is strictly prohibited, If you received this transmission in error,
please notify us by telephone immediately to arrange for return or destruction of the documents.
1\
!i
SkiLLiNGs... CONNOLLy INC.
CONsuLTiNG ENGiNEERS
December 6, 1998
#98007
City of Yelm
105 Yelm Avenue West
Yelm, WA 98597
ATTN:Catherine Carlson
City Planner
RE: Final Plat Comments for Nisqually Estates Division 1 Phase 1
Dear Ms Carlson
We have reviewed the plat, lot closures and plat certificate for this subdivision I have
attached a listing of the items that should be addressed prior to approval of this
subdivision
If you have any questions please don't hesitate to call me My direct number IS 455-
3120
Sincerely,
SKILLlNGS-CONNOLL Y, INC.
Consulting Engineers
C?A-~
Pat Fox, P L S
Survey Manager
(q:project\1998\98007\Task155\final plat comments.doc)
CIVIL · TRANSPORTATION. ENVIRONMENTAL
POBOX ~080 LACEY, WASHiNGTON 98 ~09,~080
}60 1491,}}99 1,800A~4,7~4~ FAX 491,}8~7
E'MAil skilliNGS@skilliNGS.COM
o
,
Final Plat Comments
Nisqually Estates Division One, Phase One
Sheet one
1) In the lower nght corner change "SHEET 1 OF ~ "to "SHEET 1 OF 4 "
Sheet two
2) In the curve table for curve #5 change the length 22 79 to 36 96
3) There are numerous distances and one bearing along the west line of the plat. It
isn't clear what IS being dimensioned The bearing of the west line should be placed
immediately adjacent to the distance 373 61 and dimension ticks would help show what
is being dimensioned
4) The three notes "AUDITOR'S FILE NO
filled in
" should have the number
5) Rainier Road is misspelled
Sheet three
6) The lot closures submitted for Lot 1, 20, 21 and 25 don't match the plat.(please
revise the lot closures)
7) The r/w curve at the southeast corner of Lot 14 and the northeast corner of Tract
A should be dimensioned individually (see lot closures)
8) The data for the r/w curve adjacent to 150th Court is incorrect. (see lot closures)
9) Label the bearing along the west line of Lots 27-29
10) The r/w curve data for Lot 26 is incorrect. (see lot closures)
11) Label the distance from the monument at the intersection of Brighton and 150th to
the plat boundary (50 92)
d'" ~ 0..
~
12) There are two notes about the existing oil line easement that are placed together
This makes it difficult to determine what is meant here The label of 25' IS
confusing This easement is 50' wide?
13) Label the width of the new road r/w's each side of centerline
14) Label the radius of the cul-de-sac as 50' measured from the offset monument.
15) The dimension along the centerline of 150th Avenue at 150th Court is 141 02 not
167 64
16) There are several dimensions with linework running through them These
dimensions will be illegible after the plat is microfilmed Please move the
dimensions or trim out the Iinework.
Sheet four
17) The data for the r/w curve on Lot 26 adjacent to 150th Avenue is incorrect. (see
lot closures)
18) There are two notes about the existing oil line easement that are placed together
This makes It difficult to determine what is meant here The label of 25' is confusing
This easement is 50' wide?
19) The linework for the plat boundary should be heavier The same as on sheet 3
20) The two notes "AUDITOR'S FILE NO
filled in
" should have the number
21) Rainier Road is misspelled
22) Label the width of the new road r/w each side of centerline
23) Change note 3 to clearly indicate who is to retain ownership of Tract F
24) In the easement note in the upper right corner there is no mention of an
easement across the frontage of tracts Should this note "ADJOINING THE STREET
AND TRACT FRONTAGE OF ALL LOTS IN WHICH TO "BE CHANGED TO
"ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH
TO "? I think the wording of the existing easement note creates an easement over the
west 10 feet of lots 25-31, the southeasterly line of lots1-3, 18-25, the south line of lot
30 and the north line of lot 29 These lots "front" on tracts
Dec 06 98 09:44p
Skilling5-Connoll~, Inc.
(360) 491-3857
p. 1
SkilliNGS,. CoNNOlly mNC.
CoNsulTiNq ENqiNEERS
PO Box S080, lActy, WAdtr.qroH 9&SOM060
(J60) 491-Jn9 - FAX (J60) 49J-J8H
E-MAil: sIciIIi~qs@s~DbcGSo~
FAX
Date:
12/06/98
Project No.
98007
Number of pages mcluding cover sheet:
4
PrOject Name'
General Services
To;Catherine Carlson
City Planner
From:Pat Fox, P.L.S.
SUIVey Manager
Phone:
(
(
)
) 458-4348
Phone:
(360) 491-3399
(360) 491-3857
Fax phone'
Fax phone'
CC
E-Mail.
pfox@skl11mgs com
REMARKS:
o Urgent
D For your review
o Reply ASAP
~ Please comment
Callie,
I'm mtssing some of the lot closures for Nisqually Estates DiY II. I need lots 73-77 & 88- I 03 I apologize for not realizing this
sooner Please fax them if you have them.
Attached you will find my comments for Dlv I.
*** IF YOU DO NOT RECEIVE ALL COPIES OR ANY PAGE IS NOT LEGIBLE
PLEASE CALL (360) 491-3399, AS SOON AS POSSIBLE ***
This facsimile transmission (and or documents accompanying it) may contain confidential information belonging to a sender
which is protected by the consultant-client privilege. The information is intended only for the use of the individual or entity
named above. If you are not the intended recipient. you are hereby notified that any disclosure, copying, distribution, or the
taking of any action in reliance on the contents of this information is strictly prohibited. If you received this transmission in error,
please notify us by telephone immediately to arrange for return or destruction of the documents.
Dee 06 98 09:44p
Skillings-Connoll~, Inc.
(360) 491-3857
p.2
SkiLLiNGs" CONNOlly INC.
CONsulTiNG ENGINEERS
December 6, 1998
#98007
City of Yelm
105 Yelm Avenue West
Yelm, WA 98597
ATTN:Catherine Carlson
City Planner
RE: Final Plat Comments for Nisqually Estates Division 1 Phase 1
Dear Ms Carlson
We have reviewed the plat, lot closures and plat certificate for this subdivision I have
attached a listing of the items that should be addressed prior to approval of this
subdivision
If you have any questions please don't hesitate to call me My direct number IS 455-
3120
Sincerely,
SKILLlNGS-CONNOLL Y, INC.
Consulting Engineers
(7)-~
Pat Fox, P.L.S
Survey Manager
(q:project\1998\98007\Task155\final plat comments.doc)
CIVIL. TRANSPORTATION. ENVIRONMENTAL
P.O BOX ~01l0 LAcry, WHHiNGTON 98509_5080
'60/ 491-}H9 1-800A~4-754~ FAX 491-}8H
E.MAil ,kiIliNG,@,killiNqHoM
Dee 06 98 09:44p
Skillings-Connoll~, Inc.
(360) 491-3857
p.3
Final Plat Comments
Nisqually Estates Division One, Phase One
Sheet one
1) in the lower right corner change "SHEET 1 OF ~ "to "SHEET 1 OF 1. "
Sheet two
2) In the curve table for curve #5 change the length 22 79 to 36 96
3) There are numerous distances and one bearing along the west line of the plat. It
isn't clear what is being dimensioned The bearing of the west line should be placed
immediately adjacent to the distance 373 61 and dimension ticks would help show what
is being dimensioned
4) The three notes "AUDITOR'S FilE NO
filled in
II should have the number
5) Rainier Road is misspelled
Sheet three
6) The lot closures submitted for lot 1, 20, 21 and 25 don't match the plat.(please
revise the lot closures)
7) The r/w curve at the southeast corner of Lot 14 and the northeast corner of Tract
A should be dimensioned individually (see lot closures)
8) The data for the r/w curve adjacent to 1501h Court is incorrect. (see lot closures)
9) label the bearing along the west line of lots 27-29
10) The r/w curve data for Lot 26 is incorrect. (see lot closures)
11) Label the distance from the monument at the intersection of Brighton and 150th to
the plat boundary (5092)
Dee 06 98 09:44p
Skillings-Connoll~, Inc.
(360) 491-3857
p.4
12) There are two notes about the existing oil line easement that are placed together
This makes it difficult to determine what is meant here The label of 25' is
confusing This easement is 50' wide?
13) Label the width of the new road r/w's each side of centerline
14) Label the radius ofthe cul-de-sac as 50' measured from the offset monument
15) The dimension along the centerline of 150th Avenue at 150th Court is 141 02 not
167 64
16) There are several dimensions with linework running through them These
dimensions will be illegible after the plat is microfilmed Please move the
dimensions or trim out the linework.
Sheet four
17) The data for the r/w curve on Lot 26 adjacent to 150lh Avenue is incorrect. (see
lot closures)
18) There are two notes about the existing oil line easement that are placed together
This makes it difficult to determine what is meant here The label of 25' is confusing
This easement is 50' wide?
19) The Iinework for the plat boundary should be heavier The same as on sheet 3
20) The two notes "AUDITOR'S FILE NO
filled in
" should have the number
21 ) Rainier Road is misspelled
22) Label the width of the new road r/w each side of centerline.
23) Change note 3 to clearly indicate who is to retain ownership of Tract F
24) In the easement note in the upper right corner there is no mention of an
easement across the frontage of tracts Should this note "ADJOINING THE STREET
AND TRACT FRONTAGE OF ALL LOTS IN WHICH TO "BE CHANGED TO
"ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH
TO "? I think the wording of the existing easement note creates an easement over the
west 1 0 feet of lots 25-31 , the southeasterly I ine of lots 1-3, 18-25, the south line of lot
30 and the north line of lot 29 These lots "front" on tracts.
.
lFAX
FROM:
Kirk Hal'''
Har.,. Fami~y Homes
2205 116th Street SOllth, Suite 200
Tacoma, WA 98444
I Date
12/2/98
Phone
Fax Phone
253-539.1292
253-539-1293
I Number of pa~es including cover sheet
4
TO:
Kathy Carlsan
Phone
Fax Phone
360-458-4348
[sc.
REMARKS:
o Urgent
[gI For your review
o Reply ASAP
o Please Comment
Dear Kathy,
Here are the landscape plans with typlcal distance between trees shown. Scaled It works out to thirty feet between trees but
so that there IS nO problem at the nme of InspectIOn ofthe InstallatIon I have shown the maXImum of thuty five feet.
Please call If you have any other questIons or concerns.
Sincerely,
Kirk A. Harr
t I~/(L L.
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COUNTY COMMISSIONERS
Judy Wilson
District One
Diane Oberquell
District Two
Dick Nichols
District Three
THURSTON COUNTY
Subject:
Fmal Plat Approval for Nisqually Estates
MPD 8150
PUBLIC HEALTH AND
SOCIAL SERVICES DEPARTMENT
q'
V/~+l()
/l j \v/ D
1}Jl~J~ '<
\ v\ ~c~ J.~ \1,(~~J
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It ~ ~-\"
Patrick M. Libbey, Director
Diana T Yu, MD, MSPH
Health Officer
.\'-'-"'=--~---'-~.
SINCE 1852
December 1, 1998
CathIe Carlson
CIty of Yelm
POBox 479
Yelm, W A 98597
Dear CathIe
I have revIewed the above mentIOned file wIth respect to final plat approval. In revIewmg the
Health Department's reqUIrements noted in our prelImmary plat approval letter dated July 8,
1995 the followmg Items are stIll outstandmg
1 The eXIstmg sewage systems noted on sIte need to be abandoned per ArtICle IV of the
Thurston County SanItary Code A permIt from thIS office IS reqUIred for each system
abandoned.
2 The eXIstmg wells on SIte need to be abandoned by a lIcensed well dnller per
Department of Ecology regulatlOns. A copy of the abandonment documentatlOn for each
well shall be submItted to thIS office for reVIew
'\
3~ Outstandmg fee of $130 00 wlll need to be pmd.
)
If you have any questlOns regardmg thIS matter, please contact me at (360) 754-2962.
Smcerely,
ilf:
ary W Duval Jr, R.S
EnVIronmental Health SpeCIalIst
Landuse SectlOn
cc Harr FamIly Homes Inc , 2205 I 16th St S , Tacoma, W A 98444-1419
Environmental Health Division. 2000 Lakeridge Drive SW, Olympia, Washington 98502-6045
FAX (360) 754-4462 TDD (360) 754-2933
<I
Recycled Paper
\FAX
l!>ate
I Number of pa~es i1Zcludi1i~ cover sheet
11/30/98
Good mornmg. I have received the layouts for the tree placement around the ponds and at the entrance to the plat at
Nisqually Estates and am forwarding them for your review As you can see we are planmng to install 97 trees plus
add,homll plant I shrub material at the monument. ThiS exceeds the 82 trees reqUired as per our discussion. Please give me I
a call after revIewmg as to our next step. ~ I lc-
fa
~. ~) ~/GJ:w...~.. cIV-----./ tv 'tuft-
I nO , - .~ - /'
rJJJ ~:~ a11J~
'--~----- ~
~\~
TO-
Phone
Fax Phone
lee.
REMARKS:
Dear Kathy,
Slllcerely,
Kirk A. Harr
Kathy Carlson
City of Yelm
360-458-4348
o Urgent
FROM.
Kirk Harr
Hal''' Familv Homes
2205 116tll Street SOl/tll, Srlite 200
Tacoma, WA 98444
Phone
Fax Pho"e
253-539-1292
253-539-/293
[8] For your review
o Reply ASAP
r2l Please Comment
.
.. '
HO"LLAND
NURSERY &, LANDSCAPING
_.~=
=-
QuorrA'TION
TO:~~~
. Ye1-v1I ---
I'..oj cc t :Uc~\lAlhy eS\\lIm:.
Date: 1l-cf3~18-
We .u'OIU'sC to furmsh labu..; c(luipmrut nnd matcrialncccss:lfJ tu ill\1:111
the foUowing:
-'" ........
\ ~.I./~)fJf\Yv'-r6R. rYMr.o G"f\.mP~l6" <;
~') 70;.....)I)~'l>r;v~ 1_ ) ~&RtinJ~
-; I SL",:s~ 7:t.AJGf c:./ '3qO:~
"'<0 1'/"1'" J(
01. oJ - ":>/y >4)et:n" ~ ~ ~ '3 'tO~
~ l ~
'j Gk".~ AUQ.u~ tW"l
If 1000/.'{/l'fltGfJr n1L>~ e~~c..E'" 3 eo~
,
Ii 0...11. I,rine; Ilalsonl or: q J 0 30;' 7iuh T ~
I'IcHSC see the nttachcd Holland Gcnernl Cuntnlcturs stalHJanl letter of
conditions which is ~. IU...t of this (Iuutatlon.
PLEASE NOTE: Right To LiclI Nutice. ~ignntul'c of this (Iuolation will
lJl' cUlIsidcl'c(] you.' notice of OUI. intcnt tu licu" this project if IICCCSS~II'Y.
I crlUS uf Quotation:
^CC~I'TEl);
By
I)n te
Nursery Addnia: 8812.144th Street East PuyaJlupt WA 98374-
MaIling Addrea~ 2505 32nd.Avenue S.E. Puyallup, WA 98374 HOlLAGC082J
FAX: (206) 845-4501 OFRCE: (206) 848-2336
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KEVIN J O'SULLIVAN
Assessor
JOHN F BOYD
Deputy
THURSTON COUNTY
SINCE 1852
OFFICE OF THE ASSESSOR
.\~......=--~--_._~.
MEMORANDUM
DATE
November 24, 1998
TO
Cathenne Carlson
FROM.
Nancy RIchards, Account Management, 754-3355 X 6357j~
NisquaIIy Estates Division 1 & 2, Phase 1
RE
I do not have comments, and approve of thIS project as submItted.
SIgnature
2 My comments/recommendations are as follows
Please IdentIfy on map as to whIch lots the eXIstmg bmldmgs are located on
2000 Lakeridge Drive S.W., Olympia, Washington 98502-6045, (360) 786-5410;
FAX (360) 754-2958, TDD (360) 754-2933
~33
(I
Recycled Paper
City of Yelm
105 Yelm Avenue West
PO Box 479
Yelm, Washington 98597
(360) 458-3244
November 19, 1998
Tom Skillings
Skillings-Connolly, Inc
PO Box 5080
Lacey W A 98503
RE Review of Nisqually Estates Division 1 & 2, Phase 1
Dear Tom
The City of Yelm is hereby requesting review comments for the final plat of Nisqually
Estates Division 1 & 2, Phase 1
If you have any questions or comments, feel free to contact me at (360) 458-8408
Sincerely,
M<ht,,~ ~(rr
Catherine Carlson
City Planner
CC/ds
cc Ken Garmann
City ofYelm
105 Yelm Avenue West
POBox 479
Yelm, Washington 98597
(360) 458-3244
November 19, 1998
Marlene Pool
Thurston County Assessor's Office
2000 Lakeridge Dr SW
Olympia WA 98502
RE Review of Nisqually Estates Division 1 & 2, Phase 1
Dear Marlene
The City of Yelm is hereby requesting review comments from the Thurston County
Assessor's Office for the final plat of Nisqually Estates Division 1 & 2, Phase 1
If you have any questions or comments, feel free to contact me at (360) 458-8408
Sincerely, ,
&CJ~~~
Catherine Carlson
City Planner
CC/ds
cc Ken Garmann
~.vL,
SUMMARY OF HOW CONDITIONS OF FINAL PLAT WERE MET
o (i_., 1 Developer paid $5,850 and signed a waiver of protest for a future Local Improvement
District (LID) to complete the balance of the required improvements at 5-corners.
t+" --2 J The applicant installed right turn tapers into the two site accesses and entered into a waiver
J of protest for a future LID to complete the balance of the required frontage improvements.
o V...I 3 See item 2.
0~L4 See item 2
\\1,
oK 5 No action required
oK 6 A school mitigation agreement has previously been recorded
(j) A Homeowner's Agreement has been completed and is submitted with the final ~at. ;!;~;z;,;;;;::-r
--, JCi/o/JlI 'IIe.,L.,4 ( lJ tiel '.
(S) Dedication deeds for transfer of ownership of Tracts J & K to Thurston County Parks have f1{.lf'X.
been completed - p(uof/ ({.Ct7L;uuL-
ot- 9 An easement between lots 93 and 94 is shown on the face of the plat. The required path
and fencing will be bonded and tied to occupancy for the adjacent homes.
1 f1q) The .Boundary. Line Adjustment with the neighboring propeny.ha:peen completed /\k+:tCS v-:' q!l~f'"
~. I1t.u,w .Iv j},v V)(lf'-f p&Y (J{b~-uA j;(fi1-1:/ Vvi It "k.L (-<'-''-1t.-f (b (J C:.f':')/--:....c,
l at 1:1' WSDOT reviewed and approved the access plans for the two road approaches to the plat. l)J~o.) / . ..
C/ ( (A/!t'17f-
v (V?) No action required .- !/li'- ll?dJU
uk(/'
6v...... 13 A fin~1 drainage and erosion control plan has been submitted and a~proved by the Yelm
Public Works Department... I I if e ,J.- ,I ,,(" 1. rJ~-';:;:
0\--14- -I..... l~.u t/'- /0'-''' v -t 0;) C{,<- (.V'-'
@Trail permits a?d easem:~,t~Jl~ve been obtained from Thurston County
11i. Onsite sewage ~sie;~'~as been abandoned as required {I f1J...1. ,}- (i .hi'-
l/ v J ' ( f f7 oP .'1..,
. (iffi\EXisting onsite wells have been abando~ed asrequired 0 ~ I f '(1~t Iv fftt.~
@Y1"Not applicable -- l1UoL vJcA.fu( )V((cJ./..l3 {L(:?;(Lt.J!/~~-- ~~
Un' ftu,._~ /
(jJ)% Thurston County fees for septic abandonment and plat review have been paid ~.O t7';LJ!2~~' <.(-
'1' f)).e/ STEP sewer has been extended from Mill Road as required A latecomer's agreement has
Y also been filed with the City of Yelm
'1\ 20 The watermain has been extended from Mill Road as required A latecomer's agreement
1/ has also been filed with the City of Yelm
/"
~1 No corresponding number in the preliminary plat approval letter ,
"" . I il A I.-'~
t3:3../A paved trail has been constructed along the frontage of the plat. ,.- v.& r 7 ) G?U ~I
.
PLANNING , ENGINEERING , SURVEYING
City of Yelm
105 Yelm Avenue West
PO Box 479
Yelm, Washington 98597
(360) 458-3244
PLANNING DEPARTMENT
DATE November 18,1998
APPLICANT Harr Family Homes, Inc CASE NUMBER: SUB-98-8228-YL
PROJECT LOCATION North side of Hwy 507, just South of Mill Road
PROJECT SUMMARY Final Plat (Division 1 & 2 of Phase 1) consisting of 61 lots
The enclosed project information is for your review Please provide written comments or recommendations to Cathie Carlson by
Mondav. December 7. 1998 Your comments will become part of the record and utilized in the decision-making process by
staff, Planning CommiSSion or City Council
TYPE OF APPLICATION:
X PROPOSED Site Plan Review Planned Residential Development
FINAL Preliminary Plat Mixed Use Planned Development
ADMINISTRATIVE X Final Plat Master Planned Development
PLANNING COMMISSION Short Plat Home Occupation(s)
X CITY COUNCIL Conditional Use Short Subdivision
Variance Mobile Home Park
TO'
X City Administrator X Thurston County Assessor
X Director of Public Works X WSDOT
X Building Department X Intercity Transit
X City Planner X School District
X City Clerk X Yelm Telephone
X Police Department X LeMay Garbage Service
X Fire Department X Puget Sound Energy
X Thurston County CapCom X Viacom Cable
X Adjacent Jurisdiction Adjacent Property Owners
Yelm Municipal Court X US Post Office - Yelm
X Thurston County Environmental Health Department of Ecology
Olympic Air Pollution Control Authority Yelm Chamber of Commerce
X Yelm Parks Advisory Committee X Skillings-Connolly, Inc.
C:\OFFICE\PLANDEPT CC\DISTRIB
RECEIVED
NOV 13 199
~Y:
CITY OF YELM
PO Box 479
Yelm WA 98597
360-458-3244
OFFICIAL USE ONLY
Fee
Date Received J { - { b-q~
APPLICATION FOR
Final Plat
Fee: $750.00
(In addition, any professional service charges
per Resolution #358)
SubdMsionName A/15<:j){/ALLY ES-rA7"C5 2)/V/SIc)A.} / ?1-I4% I
Date of Preliminary Plat Approval "A.OV ~ , I 995"
1-1 A~R rAM I LY NoME:; INC.
Name
Z205 II~ 1./1 '5'1 SO
Address
,Ac.ofl1A , WA. Qg444-/41'J
,
'253 539- 12.92-
Phone
SUBDIVIDER
PROPERTY OWNER(S)
SURVEYOR
j!:. -rR...tJG" ~.4.:5 5 oc......
Name
P,O Box 90B
Address
Ye/I>'! J M 98597
-1-58-2694
Phone
ENGINEER
J-IAe.~ FAMILY HOMeS /Nc..
Name
Z,Z05 1/ b -w. sr. 50
Address
IIOWAR.D C;ODAr t A5.5OC-
Name
27a8 W<~+Yh()oY'" c-l 5W
Address
OIYI'hOlo. kla.. 9gSoJ..
. }
.3GO 943 - 1599
Phone
,. Ac OM-A. lA/A. 9B-I44 - 14/9
,
Z.,53 S3CJ - /2. <JZ-
Phone
LAND USE BREAKDOWN (Calculate to the Nearest Hundredth)
Total Acreage q, 4--z.
Number of Single Family Residential lots .3/ Number of Muftffamlly Residential Lots
Number of Commercfallots
Smallest Lot Area
Total Acreage In Open Space
Length In Public Streets
Length In Private Streets
o
5b4-1
/,2-7
/~rx;
o
o
o
0500
Number of Industrfallots
Average Lot Area
Fee In Ueu of Open Space
Total Acreage In Public Streets
Total Acreage In Private Streets
/. "1'1
o
All of the information on the reverse side of this application Is required to be filed at the time of final plat
submittal unless a written waiver from the planner or engineer accompanies the application. After this
office has received written acknowledgment from all departments required to sign the plat, the legislative
body will be so aclvlsed and a date for a public meeting will be set for their consideration.
CITY OF YELM
PO Box 479
Yelm WA 98597
360-458-3244
OFFICIAL USE ONLY
Fee
. Date Received H -/3 -q g
APPLICATION FOR
Final Plat
RECEIVED
NOV 1 3 ZZ
BY: (1
Fee: $750.00
(In addition, any professional service charges
per Resolution #358)
Subdivision Name NJ5Q)(jALL Y E:5.Y4,/ES 7)/\/1510,) "LPN.{5c I
Date of Preliminary Plat Approval Nt> V, ~ J I '195
SUBDIVIDER
SURVEYOR
C, Tittle t AS-SOc.
Name
H A RR.. FAfVJILv I-IOt'YIes INC-
Name
'2205 II t;T_1t S7 .so,
Address
? a, 130)c 908
Address
IAcOfVlA, 'AlA. 98444 -1419
.
YeLM J WA. ~f).597
.
f-58 - Z894-
Z53 539 -/29Z-
Phone
Phone
PROPERTY OWNER(S)
ENGINEER
HA/lJl.. FAfI/IlLY /-{0Y/J16S l/Ile..
Name
ZW5 lit, -r!!. CST SO,
Address
HOWAIZ.D GGJDAT 5/ As.soc..-
Name
't..r06 WESTrIJ100..{. <:..:" SvJ
Address
TAcOI11A. vJA, q9444 -1419
2.73 '339 - lZ97-
Phone
OL-YJ14 PIA. , 11\1 A , 9735DZ-
-::SbO 943 - /599
Phone
lAND USE BREAKDOWN (Calculate to the Nearest Hundredth)
T olal Acreage ?;.79
Number of Single Family Residential Lots 30 Number of Multifamily Residential Lots 0
--
Number of Commercial Lots 0 Number of Industrial Lots 0
Smallest Lot Area ~O90 Average Lot Area 71JJO
T olal Acreage in Open Space /'?4--" Fee In Ueu of Open Space
Length In Public Streets ///9 Total Acreage In Public Streets /."7/
Length In Private Streets 0 Total Acreage In Private Streets 0
All of the information on the reverse side of this appllcetion Is required to be filed at the time of final plat
submittal unless a written waiver from the planner or engineer accompanies the application. After this
office has received written aCknowledgment from all departments required to sign the plat, the legislative
body will be so advised and a date for a pUblic meeting will be set for their consideration.
/
SUMMARY OF HOW CONDITIONS OF FINAL PLAT WERE MET
1 Developer paid $5,850 and signed a waiver of protest for a future Local Improvement
District (LID) to complete the balance of the required improvements at 5-corners.
2. The applicant installed right turn tapers into the two site accesses and entered into a waiver
of protest for a future LID to complete the balance of the required frontage improvements.
3 See item 2.
4 See item 2.
5 No action required
6 A school mitigation agreement has previously been recorded.
7 A Homeowner's Agreement has been completed and is submitted with the final plat.
8 Dedication deeds for transfer of ownership of Tracts J & K to Thurston County Parks have
been completed.
9 An easement between lots 93 and 94 is shown on the face of the plat. The required path
and fencing will be bonded and tied to occupancy for the adjacent homes
10 The Boundary Line Adjustment with the neighboring property has been completed
11 WSDOT reviewed and approved the access plans for the two road approaches to the plat.
12 No action required.
13 A final drainage and erosion control plan has been submitted and approved by the Yelm
Public Works Department.
14 Trail permits and easements have been obtained from Thurston County
15 Onsite sewage system has been abandoned as required
16 Existing onsite wells have been abandoned as required
17 Not applicable
18 Thurston County fees for septic abandonment and plat review have been paid
19 STEP sewer has been extended from Mill Road as required A latecomer's agreement has
also been filed with the City of Yelm
20 The watermain has been extended from Mill Road as required A latecomer's agreement
has also been filed with the City of Yelm.
21 No corresponding number in the preliminary plat approval letter
22 A paved trail has been constructed along the frontage of the plat.
.
PLANNING ' ENGINEERING , SURVEYING
City of Yelm
105 Yelm Avenue West
PO Box 479
Yelm, Washington 98597
(360) 458-3244
November 6, 1995
Mark Carpenter
Landmark
POBox 77
McKenna, VVA 98558
Re Preliminary Plat Approval for Nisqually Estates Division I
n~ ll-~ r
Dear Mr Carpenter!
-'"
On October 25, 1995 the Yelm City Council granted approval for the 60 lot residential
Preliminary Plat for your property located on the north side of Hwy 507, south of Mill Road.
The following conditions of approval were set by the Council:
1 The applicant shall contribute financially to the Five-Corners intersection improvement
and/or the Y -2 Alternate Route as specified in the 1992 Yelm Comprehensive
Transportation Plan. Contribution is based on the number of automobile trips
generated by this site during the PM peak hour Total PM Peak hour trips proposed to
travel through the Five-Corners intersection are 19 5 trips at $300 00 per trip =
$5,85000 The 19.p trips reflect one-half of the cumulative impact from Nisqually
Estates Divisions I and II to the 5-corners intersection. The applicant shall agree to
submit an agreement waiving any right the applicant might have to protest the
formation of a Local Improvement District (LID or Latecomer's Agreement.)
2. The applicant shall be responsible for site frontage improvements to SR 507
conforming to a modified urban arterial standard. The modified urban arterial from the
centerline will included a 6' left turn lane section, a 12' traffic lane and a 17' stormwater
treatment swale In addition a 10' utility easement will be provided: The site frontage
improvements may include a transit stop and shelter The location of the transit stop
will be determined at the time of improvements and will consider other applicable
developments in the area. These improvements shall be deferred until other adjacent
properties develop, so a single project can be implemented to avoid piece-meal
construction. The applicant shall agree to submit an agreement waiving any right the
applicant might have to protest the formation of a Local Improvement District (LID or
Latecomer's Agreement.)
*
&t:ycled.~r
3 The applicant shall construct a right-turn lane, perYelrn Development Guidelines, for
the north entrance. Prior to design and construction of a right-turn lane the applicant
is required to execute a "Developers Agreement" with the Washington State
Department of Transportation.
4 The applicant shall construct a right-turn taper, per Yelm Development Guidelines, for
the south entrance Prior to design and construction of a right-turn taper the applicant
is required to execute a "Developers Agreement" with the Washington State
Department of Transportation.
5 A wetland area has been identified on the subject property and has been delineated by
a professional wetland biologist using the Federal Manual for Identifvino and
Delineatino Jurisdictional Wetlands (1989) The wetland has been classified using the
Washington State Department of Ecology Wetland Ratino System for Western
Washinoton (1993) The wetland boundaries and classification have been confirmed in
the field by City of Yelm staff The wetland boundaries have been surveyed by a
licensed surveyor in the State of Washington.
The western area of the site contains approximately 5,000 square feet of an eight acre
wetland on the adjacent property to the west. The wetland has been rated as a
Category II wetland.
Pursuant to City of Yelm Ordinance 426, Interim Yelm Critical Areas Resource Lands,
the buffer for a Category II wetland can be reduced to a minimum :25 feet from the
standard 150 feet. A reduction to a 50 foot wetland boundary is allowed provided the
wetland buffer remains in a separate tract (Tract F) and in private ownership as per the
mutually agreed upon "Memorandum of Understands" (attached) between Sherril
MacNaughton and Mark Carpenter and that the buffer be protected from human and
domestic animal encroachment with a minimum six foot solid wood fence and the
buffer vegetation is undisturbed.
6 The developer agrees to mitigate impacts to the Yelm School District pursuant to
Mitigation Agreement, file #9508210126 recorded in Volume 2443, Page 615 The
developer has agreed to pay the School District $650.00 for each single family dwelling
unit.
7 The applicant shall submit a Homeowners Agreement for the approval by the City
The Agreement, at a minimum shall contain provisions for the homeowners joint
ownership of Tracts A through D and L and authorize the homeowners association to
assess and collect fees for the maintenance of the stormwater facilities and pedestrian
easements. The Homeowners agreement shall be referenced on the face of the plat
and recorded with the final plat.
8 Open Space, Tract E, shall be dedicated to Thurston County Parks Department.
9 A pedestrian easement between lots 1 and 2 and shown as Tract L on the face of the
plat shall be held in common by the Homeowners Association. The pedestrian
easement shall be six feet wide, signed, graveled and fenced along lot 1 and 2's
property line. The fence shall be six feet in height, of solid material and setback
10
11
12.
13
1
twenty feet from the public right-of-way. The homeowners association shall be
responsible for the maintenance of the easement.
Prior to final plat approval the applicant will execute a Boundary Une Adjustment with
the adjacent property owner of Nisqually Estates Div II, parcel #21725111301, to
reflect the property lines as shown on the preliminary plat drawing
The applicant and the adjacent property owner to the west, Sherril MacNaughton, have
a mutual agreement to fence the western property line down to Tract F and the eastern
property line of Tract F Tract F shall be deeded as per the "Memorandum of
Understand" between Ms. MacNaughton and Mark Carpenter The applicant shall
comply with the agreement prior to final plat approval.
The applicant shall secure a Highway Access Permit from the Washington State
Department of Transportation (WSDOT) prior to final plat approval.
WSDOT will only accept surface water runoff equal in quality andlquantity to that of the
predeveloped site. Any additional surface water runoff generated, impacting State
property, will require appropriate stormwater mitigation in accordance with the
Department of Ecology's Stormwater Management Manual.
14
Final drainage report, calculations and design must meet the standards of the Yelm
Drainage and Erosion Control Plan.
15
The applicant shall secure from Thurston County, a Basic Trail Permit for ingress,
egress and utilities across the Thurston County Yelm-Tenino Rail-Trail prior to final plat
approval.
16
The existing on-site sewage systems located on-site shall be abandoned per Article IV,
Rules and Regulations of the Thurston County Board of Health Governing Disposal of
sewage.
17
The existing wells on-site shall be abandoned per Department of Ecology standards
and documentation submitted to the Thurston County Health Department for review
18
Water rights for the abandoned wells shall be dedicated to the City of Yelm.
19
Thurston County Health Department fees shall be paid prior to final plat approval.
20
The project applicant shall design, per Yelm Development Guidelines, and extend the
current Step Sewer line from Mill Road. The developer may enter into a latecomer's
agreement for future connections into the line installed for the Nisqually Estates Div I
project. The City has committed 30 ERU's to the applicant for the proposed project.
The final plat map shall show the sewerage phasing plan.
21
The project applicant shall design, per Yelm Development Guidelines, and extend the
current water line from Mill Road. The developer may enter into a latecomers
agreement for future connections into the line installed for the Nisqually Estates Div
project.
22. The applicant shall develop the Yelm-Tenino Trail corridor along their property
frontage. The improvements shall consist of a 10 foot paved surface in the center of
the 17 foot trail corridor Improvements shall meet Thurston County Rural Trail
Section Standards (attached.)
~
These conditions must be met prior to construction and/or final plat approval PLEASE
RETAIN IN YOUR FILES, THIS LETTER CONSTITUTES APPROVAL OF THE
PRELIMINARY PLAT
The Preliminary Plat approval was granted under Title 16 of the Yelm Municipal Code
Pursuant to the requirements of Title 16, if construction has not substantially begun by
October 21, 1998, the preliminary plat approval will expire at that time. Title 16 also contains
the information on procedures and requirements for Final Plat Approval. Copies of Title 16
are available at City Hall.
If there are any question, please feel free to contact me at Yelm City Hall, 458-8408
Sincerely,
J
11 ,(r 1
1Jl11u..Ai 1J.-' lf~
Catherine Carlson '
City Planner
cc: Mark Carpenter
Ken Garmann
Shelley Badger
Jerry Prock
ATTORNEYS AND COUNSELORS Nr LAW
PENDERGRASS AND KAU,KL, INC..:, E S.
SOUTH HILt. J'RQFf.SSIONAL SQ}JARE
11212 94th Avenue Ea6l
Puyallup, Washinglon 98373
PHONE (206) 848.4:J1l1
F ,'\X (206) 84-1 li50
G. LEE PENDE:RGRASS
DOUGLAS KAUKL
5629
FAXED 10-16-95
RllIer 10 file:
October 16. 1995
City of Yelm
103 Y elm Avenue West
Post Office Box 479
Yelm Wasl1mgtoo 98597
Re. Mr Mark Carpenter
Preliminary Plat approval for Nisqually Estates Div 1 (SUB-8149)
Dear Ms. Carlson
Please be advlsed that this tinn represents Ms. Sherrill MacNaughton who owns property conng-
liOUS to that of proponent Mark Carpenter
Ms. MacNaughton has reviewed the recommendations of the Planning Comm1ttee for the pre~
limmary plat and has approved such recommendatlon at paragraph 11. Ms. MacNaughton has
no objection and recommends that the preliminary plat bcacceptcd provided that the .. Agree-
ment" in described in paragraph 11 and attached hereto be identified
The" Agreement" between the proponent Mark Carpenter and Shenill MacNaughton is ene.losed
for further reference. Ms MacNau.ghton asks that the preliminary plat be approved WIth the
proviso set forth in the n Agreement" above refer.enced,
If you have any qUestions~ please don't hesitate to c.ontact my office.
Smcerely,
PENDERGRASS AND KAUKL, INe . P S
':\t ,. I "'1/ d..
;1 : I. / ' _
V 111 " i 1'</. -r'!;:?.l--.- ... -....-
'. /1 I 1 .. ,...
/\}'. \",.V{ t !" '1" ;' i.( U/~(,\....-,~
..,..:~ ,- \.,..' ...,-......-.. ..~..""..... ""'-~
Douglas .Kauld
(dictated but not read)
GLP , skp
Enclosure
ce. Ms. Sherrill MacNaughton
OC165629.SLl
:'I .1
': ~
\ ( ,'-
'\1,....'
.............~
/' ,
( ,
RECEIvED
ByFax~
1, M~RK: .cA~ ~NTE.R i~ the.,~('a~eo:,of Nls.~?aJlY EStates Divi:5ion 1, a preliminary
plat for ~ 6O~\9t }jU~YISl~rt ~~t ~s :CUl'itently 'h~w~; cQf\$J.q.eted by tlle CIty of Yelm Planning
CommISSIOn, Wlder' lt~' filmg nu.w~f SUB~~'~4Q' :'sa~R1LL McNAUGHTEN owns real
propertylOCatod to the We~ of-the .pmpo~ ,pl~t
Ml!:MoitANfJ.UM. or JlttOliRST AN1)fNG,
2. The Gommon boundary ot;the pro~ctx owned by .thepm1ies CODSlSt.$ in part of
wetlands an.o -aJ)uffer area) denQIIll1un:ed 'as: Tril.c.c; FOIl'tile' preliminary plat. M'cNA UGHTEN
has expr~d CGn~ernsregaroing. th.e pfat:saffec~. OIl the wetlands art4 the general neerl for
appropriate:-buffets~. betw~ 'ilifs:{#gl)..aen~1tyde\~loRrncnt in tbe:City and tile low density
developmentt;epreseoted .byb~:'Prop'crty. In.Qrner to resolve th.ese- coneems, the parties have
agreed to the.:f6Uowing'
,.
(a) CARPE...l\iTER will,. IU hJs. ,e.~pcn~l. .coaGtru~t (in 8 < ~ fencei CDmn.~CJ1ClJlg at
or about the nocthwe.~t Cof11erof.t.ot 42.,. the.n :running southerLy to the nortIHnost
;pnint of Tract. F,. then ru.cwl.n.g ,along-lhe- easterly boundary of Tract F to the
.SOtitb~st corner of Tract F (whi~h.1s th-e.southwe..~ COn;1er of lot 25).
(b) .CARPEN~ER 'wiU transfer:Tr>:Ict P l() lvicNAUGHTEN by statutory warranty
de~(i.for'the sole,cons.fdemtinn: elf $2giOOO;Cl~smg will occur a.t or oefore final
closing ofthe.sille of 1\tcN:4U(:tlttEN;rs:'~.pfoperty" at McNAUGHTEN1s sole
.op.tiQn~ Should. M~NAUGlf.tEN -remo.ye. :herproperty. fr()ffi the market, the
.partieS. will dtlse'.theixile of Tncl Fwit1Un.,si~ty <UO) dci.ys, Seiler. sb.all provide
'a. .stanQ.ard. form trtle. :poHcy showing. t-lt;fe free and' cleaf" of all encumbl'ances,
cxcept'reasonabJe and.customary, an.dexeept.fDf' conditions and restricttons on the
final' plat not jnconsj~nt Wtth those. oontauted In the yehn Planning Dep~ment
StilffRep<)rt dated October It, '1995
(c) M'cNAUGHTEN wlll waive any t'Jtijection.~ she may p(l&sess to approval of the
preliminary plat by the}. "(elm l?lrdlil.in,g 'Commission and will recommend in
writing to. we CbnutUssioxl'mat it:awrov~ ,CARPENTER's PWposcd pre~~X\m~'
Pla~ .subject to amendment.Qf lfur3.gJ:'a.ptl 11 of the staff's proposed condItions to
Incorporate thi,$ MernaM:odum of Understandmg as the agreement referred to
ther<?i n .
3 Ali'negetiations and'"Und~gsl"Yand ~~. the parties.~curong befo~e the d3.t.e
hereof are hereby m.erg.ed in. thls -.agr~lllen,t~ ~hi~h is\th~ only agreement of the. pMties.
D~te4, tbi~ 13 ~r (~f October, 1995;
~
(~: ," .:'. ,~... /
M. ....... " N1:"bC: ..-.-- .
'14 _. ,1 fT'p~tp.t' oosts. set -inc:PIlCretc; tl1ree 2 x 4- cedar or treated cross
COUNTY CO~L.\tlISSIONffiS
Judy Wilson
DUilrict One
Diane Oberquell
Dbtrkt Two
Dick Nicholl;
District Three
THURSTON COUNTY
..\....--,- -;:-~ .....~II(
SI:'lCU IS5Z
PARKS AND RECREATION DEPART~fENT
Michael Weller
Director
MFMORANDUM
TO: Cathy Carlson
City of Yelm
FROM: Michael Welter ~"
Director
DATE~ October 25, 1995
SUBJECT: Nisqually Estates
Per our phone conversation earlier today, this correspondence will confirm that Mark Carpenter
and Paul Steadman, developers of Nisqually Estates, met with me today to discuss issues
concerning potential city required frontage improvements and how the county-owned Ye1m-
Temno Trail might fit into the equation.
The meeting was very positive and resulted in the developers agreeing to develop the trail
corridor along the frontage of theIr property. This development would mean that a 17-foot trail
corridor would be created, with a 10 foot paved surface in the center. This trail development
will conform with the trail development standards of a Rural Trail Section as described on the
attachment. The developers would not be requIred to construct the equestrian section of the trail
corridor. This agreement is predicated on the City of Yelm agreeing to this frontage
improvement alternative and the requirement for bike lane, sidewalk and landscaping
improvements along Highway 507 would be abandoned.
This alternative appears to be a win-win situation for the City, County and the developers. It
will provide them an opportunity to fulfill their responsibilities for frontage improvements, while
providing the City and County the beginnings to creating a valuable recreational trail asset. It
will also set a precedence for further developments along the trail corridor and the value of the
project may be able to be used as a part of a grant application for future development of the
trail.
The Department appreciates the City's consideration of this proposal and agreement. If you
have any questions, please call me. I look forward to working out the fmal details in this matter
with the City and developers.
2617.A 12th Cl., SW, Olympia, Wa:shingwn 98502 (360) 786-5595/ FAX (360) 754.2956
TOO (360) 754-Z933
<i
If.r:q.:lecl Pal
10-25-95 04 30PM
POZ
fhe ~u.ral TraIl Section is desIgned to respond to the neea to provIue a (;Ol,llll;Y~WIUt: [rau
;orridor for non-mot:orized wheeled and pedestrian use while accommodating the equestrian
demand found throughout the rural neighborhoods along the Corridor. It is composed of a.
ten foot wide asphalt paved trail, two foot unpaved shoulder (west), four foot unpaved
shoulder (east, runner's lane), variable width vegetated buffer (three foot width minimum) and
a. three to five foot wLde equestrian trail. The equestrian lane will be widened in a.ppropriate
locations to provide for pasSIng.
Figure 7. Rural Trail Section
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IG-25-~5 J~ :O?M P03
~ ,&.--
NISQUALLY ESTATES DIVISION 1,
A PORTION OF THE NWl/4 OF TIlE NEl/4 OF SECTION 25, TOWNSHIP 17 NORTH, RANGE 1 EAST. W IL
CITY OF YEW THURSTON COUNTY. WASHINGTON
\
"
LEGAL DESCRIPTION
p...ClFlC NORTHWEST TInE ORDER NO. 107049
pARCfl B Of BOUNDARY UNE AfM./slMENT NO. BLA-8171. RECORDED JUNE H. 1996. UNDER
...UDlTOR"S FILE NOS. J()J552J AND 30.35524. IN THURSTON COUNTY. W...SHINGTON.
EXPIRES D'2/15/2000
ACKNOWLEDGEMENTS
ST...lE OF WASHINGTON 2
COUNTY OF PIERCE 5 s.s.
ON THIS ---.-J!....Y Of 199B. BEFORE liE PERSONAllY ...ppEARED
KIRK A. HARR TO ME KNOWN TO BE THE PRESIDENT Of H...RR fAMILY HOMES. INC..
... WASHINGTON CORPORATION. THAT EXEel/lED THE VII THIN AND foREGOING INSTRUMENT.
AND ACI(JIOV/fLOGED SAID INSTRUIIENT TO BE THE FREE AND VOUJNTARY "'CT AND DEED
OF SAID CORPORATION. fOR THE USES AND PURPOSES THERaN MENTIONED. AND ON O"'TH
STATED TH...T HE WAS AUTHORIZED TO EXECUlE SAID INSTRUIIENT.
IN Wl7NESS V/folEREOF SAID CORPORATION HAS CAuSED THIS INSTRUIIENT TO BE EXECUTED BY ITS
PROPER OFFICER THIS _ DAY Of _ - 1998.
IN V1f7NESS V/folEREOf. I H"'VE HERElNTO SET IIY HAND AND AFFIXED
BY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE It'IlIf1EN,
NOTARY PUBUC IN AND fOR THE STAlE OF WASHINGTON
RESIDING AT:_
MY COI.fIl/SSlON EXPIRES:-
STAlE Of WASHINGTON 2
COUNTY OF PIERCE: 5 S.s.
THIS IS TO CERTIfY THAT ON THIS ~AY OF - 1998. BEFORE liE. THE
UNDERSIGNED. A NOTARY puBUC. PERsONAllY APPEARED J. PAUL SlEADIIAN. A GENERAL
PAR7NER OF sTEADMAN UMITED PAR7NfRSHlP NUMBER 199J. A WASHINGTON UII/TED
PAR7NERSHIP. TO ME KNOWN TO BE THE PERsON V/folO EXECUTED THE fORfGOlNG
DEDlCA liON AND ACKNOI'IUDGED TO liE THAT HE SIGNED AND SEALED THE SAME AS HIS
FREE AND VOLUNTARY ACT AND DEED fOR THE USES AND PURPOSES THEREON MENTIONED.
V1flNESS MY HAND AND OfFICIAL SEAL THE DAY AND YEAR FIRST ABOVE It'IlITlEN.
NOTARY PUBUC IN AND fOR THE STAlE Of WASHINGTON
RESIDING AT:_
IIY COMIIISSlON EXPIRES:-
DEDICATION
KNOW All PEOPLE BY THESE PRESENTS TH'" T KIRK A HARI! OF HARI! fAMILY H()/.IfS. INC.. A WASHINGTON
CORPORATION. THE uNDf,RSIGNED OWNER IN fEE SlMPlL OF THE LAND HEREBY ptA TJED, AND s1E'I9I R.
ERICKsON OF CASCADE BANK. A WASHINGTON BANKING CORPORATION. AND MARK J. CARPEN1f!l AND
UNDA C. CARPENTER. HUSBAND AND VII FE. AND J. PAUL S1EADMAN OF SlEADMAN tJMlTED PARlNERSIIIP
NUIIBER 199J. A WASHINGTON UMITED PAR7NERSHIP, AS MORGAGEES THEREOf. HEREBY DECLARE
THIS PtA T AND DEDlCA lE TO THE USE Of THE PU8l1C fOREVER All STREETS, A VENUES. PLACES
SEWER EASEJdENTS. ETC.. OR V/folA lEVER PUBUC PROPERTY THERE IS SHOWN ON THE ptA T AND THE
USE THEREOF fOR pUBUC HIGHWA Y pURPOSES. ALSO, THE RIGHT TO MAKE All NECESSARY SlOPES
fOR CUTS OR FILLS uPON THE LOTS AND TRACTS SHoWN HEREON IN THE REAsONABLE ORIGINAL
GRADING OF All STREETS, A VENUES, DRIVES. ETC.. SHoWN HEREON. ALSO, THE RIGHT TO DRAIN
All STREETS O'tffi AND ACROSS ANY tOT OR LOTS V/folERE WAlER MIGHT TAKE A NATURAL COURSE
AFTER THE STREET OR STREETS ARE GRADED. ALSO. All CLAIMS fOR DAMAGE AGAINST ANY
GO\lERNMENTAL AUTHORITY ARE HEREBY WAllJED V/folICH MAyBE OCCASIONED TO 1Hf ADJACENT
LAND BY THE ESTABUSHED cONSTRUCllON, DRAINAGE. AND MAINTENANCE: OF SAID ROADS.
IN V1flNESS V/folEREOf WE HAVE SET OUR HANDS AND SEALS THIS ~AY Of -
_'998
sTEVEN R. ERICKSON
KIRK A HARR
UNiiA C. CARPENTER
MARK J. CARPENTER
J. PAUL s1EADMAN
ACKNOWLEDGEMENTS
STAlE OF WASHINGTON 2
COUNTY OF KING 5 s.s.
ON THIS ---=F!AY Of - 1998. BEFORE liE PERSOHAllY APPEARED
s1E'I9I It ERICKSOH TO ME KNOWN TO BE THE EXECUTIVE \!CE PRESIDENT OF CASCADE BANK,
A WASHINGTON BANKING CORPORATION. THAT EXECUTED THE VII THIN AND fOREGOING
INSTRUMENT. AND ACKNOI'IUDGED SAID INSTRUMENT TO BE THE fREE AND VOLUNTARY ACT AND
DEED Of SAID CORPORA TlON. fOR THE uSES AND pURPoSES THEREIN MENTIONED. AND ON OA TH
STATED THAT HE WAS AUTHORIZED TO EXECUlE SAID INSTRUMENT.
IN Wl7NESS V/folEREOF SAID CORPORAllON HAS CAUSED THIS INSTRUIIENT TO BE EXECUTED BY ITS
PROPER OFFICER THIS _ DAY Of _ 1998.
IN Wl7NESS \\tiEREOF. I H'" VE HERElNTO SET MY HAND AND AFFIXED
BY OfFICIAL SEAL THE DAY AND YEAR FIRST ABOVE It'IlIf1EN.
NOTARY PUBUC IN AND fOR THE STAlE Of WASHINGTON
RESIDING AT:
MY COI.fMISSlON EXPIRES:
STAlE Of WASHINGTON 2
COUNTY Of KING 5 s.S.
PHASE
1
APPROVAIS
~
PUBLIC WORKS
D(AI.lINED AND APPROlJED THIS _ DAY Of
CITY Of YELM PlJBUC woRKS DIRECTOR
HEALTH OFFICER
D(AI.lINED AND APPROlJED THIS _ DAY Of
CITY Of YELM HEALTH OFFICER
MAYOR FOR CITY OF YELM
D(AI.lINED AND APPROlJED THIS _ DAY Of -
YELM CITY COUNCIL
BY:
MAyOR
A f1EST:
:..----
CITY CLERK
ASSESSOR
D(AI.lINED AND APPROVED THIS _ DAY OF -
THURSTON COUNTY AsSESSOR
TREASURER
I HEREBY CE:RllfY THAT All TAXES ON THE LAND DESCRIBED
HEREON AS Of THE DAlE OF THIS CERTJFICA TlON HAVE
BEfN fULLY PAID TO AND INCLUDING THE YEAR 1999
THURSTON COUNTY TREASURER
DAlE
COUNTY AUDITOR
~ 199B
_ 1998
1998
_ 1998
THIS IS TO CERTIfY THAT ON THIS ~AY OF _ ~ 1998, BEFORE ME. THE
UNDERSIGNED, A NOTARY PUBUC, PERsONAllY APPEARED MARK J. CARPENTER AND UNDA C. CARPENTER
HUSBAND AND WIfE, TO ME KNOWN TO BE THE PERsONS V/folO EXECUTED THE fOREGOING
DEDICA TlON AND ACKNOI'IUDGED TO ME THAT THEY SIGNED AND SEAtED THE SAME AS THEIR
fREE AND VOLUNTARY ACT AND DEED fOR THE uSES AND PURPOSES THEREON MENTIONED.
V1flNESS MY HAND AND OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE It'Illf1EN.
AtED fOR REcORD AT THE REQUEST OF CITY OF YELM
THIS~AY Of ~ 1998. AT _ -YINUlES PAST
_O"ctOCK-"" AND RECORDED UNDER AUDITOR'S FILE NUMBER
~ RECORDS Of THURSTON COUNTY, WASHINGTON.
--
NOTARY PUBUC IN AND fOR THE STAlE Of WASHINGTON
RESIDING AT:_
MY COMMISSION EXPIRES:
THURSTON COUNTY AUDITOR
BY:
DEPUTY AUDITOR
SHEET INDEX:
SHEET 1 Of 4 DEDlCA liON. APPROVALS
LEGAL DESCRIPTION
E. TRUE & ASSOC
LAJfD SURVEYING
po. BOX 908
YELM. 'WASHINGTON 98597
(360) 458-2894-
SHEET 1 OF 4 SHEETS
93-11 SH1
\
\
\
\
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\ 24
2f
1'11/4 SECnaN 25
fT). STONE MaN
'II/X aN SURfACf:
(lEe. 1994
El/4 SECnON 25 \
fT). 5/8' REBAR \
JAN. 1994 ~30
_---1-------
~ S 89"12'4J' E 2649.58 25
1.-" .t1.8.t.-J J-I
NISQUALLY ESTATES DIVISION 1.
. ~~ o~o-~.- _~""",,1lIP 17 NORTH, RANGE 1 EAST, YI J>I.
_< rff\TTlITTY. WASHINGTON
A PORTION OF THE NWl/4 OF THE NE1/4 ur wu~,.u'" 25,
CITY OF YEW ,;
NORlHEAST SECnaN 25
fT). sTONE MON. 'II /X
nED JAN. 1994 ~4 19
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74 \ 75 76 77 / 134.<16 d' ~6'.
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LINE TABLE
NO. BEARING
- :::;:.;..-.
L1 S 69'43 '31' 'II
L2 S 20'16 '29' E
L3 S 00'36 '02' 'II
L4 S 51 33'50' 'II
L5 S 51 33'50' 'II
L6 S 38'26 10' E
L1 N 00'36 '02' E
L8 S 89'14 42' E
L9 N 18'05 42' E
Ll0 N 60'01 46' E
L11 N 32'21'21' E
L12 N 00'45'18' E
'~A.-ra: AvE. SSL13 N 00'45'18' E
~-==-- _ _ L14 S 89'14'42" E
L 15 S 00'45'18' 'II
~
5400
10 19
2100
20 00
60 10
6500
3 61
2330
6 13
41.21
1895
27 00
27 00
8.26
3361
10
..;
....
...,
:i:
;~.
EASEMENT NO. 3
lN~ EGRESS AND
ununES EASEIIENT ON
THURSTON COUNTY pARJ<S
'JRAlL RE~ UNDER
AUDITORS fiLE NO.
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SURVEYOR'S cERTJFICATE
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CERnflCATE NO. 24221
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sHEET INDEX:
...
SHEET I Of 4
sHEET 2 Of 4
sHEET 3 Of 4
sHEET 4 Of 4
oEDlCAnON, APPROVAUS
LEGAL DESCRipnON
flOIJNDARY CON'TROt
PLAT LAyOUT ANO DIMENSIONS
PLAT LAyOUT AND NOTES
~
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S 89"13'43' E
r"""
LEGEND
O fOUND 5/8" REBAR AND YEl-LO'll cAP LS 16210
SET pER SURvEY Of BlA-1142 OR AS (lESCRIBED
RADIUS
~
113.00
200.00
200.00
227.00
25.00
LENGTll
~
158.<16
20.53
63.31
22.79
E. TRUE & ASSOC
LAND sURVEYING
P O. BOX 908
~,WASHINGTON 98597
(360) 458-2894
SHEET 2 OF 4 SHEETS
93-11521
r" I J A (.... r" -
1_.... I_I L' - to-
t ' t' \.....) L -
NFSQUALLY ESTATES DIVISION 1, pt1A0~
A PORTION 'OF TllE NWl/4. OF THE NEl/4 OF SECTION 25. TOWNSHIP 17 NORTH. RANGE 1 EAST. JOI.
CITY OF YEW THllIlSTON COUNTY. WASIIINGTON
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109.40
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. N 83"02'01" W 326.90
HERE9Y DEDICATED ro PUBUC V8B
56.00
10' UnUTY EASEMENT ALONG
ALL LOT AND TRACT FRONTAGE
56.00
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80.07
N 85"32'56;' W
MERIDIAN
NORlH UNE Of lHE NEI/4 Of SEcnON 25
AS PER aOUNOARY UNE AD.AlSlMENT SLA-'142
RECoRDED IN VOlUME 11 Of aLA'S, PAGE 493
/
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/ / SET SURfACE: CONCRElE MONUMENT W1lH
/ S 2.5" BRASS DIS!< STAMPED LS 24227
SHEET INDEX:
SHEET 1 Of 4
SHEET 2 Of 4
SHEET 3 Of 4
SHEET 4 Of 4
DEOICA nON. APPROVALS
LEGAL DESCRIPTION
BOUNDARY CONTROL
pLAT LAyOUT AND DIMENSIONS
pLAT LAyOUT AND NOlES
\
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HOUSE NuldBER Of slREET ADORESS
~ All- ADDRESSES AflE. YELJoI, WASHINGTON 98597
"
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A
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.
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86
~
EXPIRES 02/15/2000
E. TRUE & ASSOC
LAND sURVEYING
P O. BOX 908
YEIJl. WASHINGTON 98597
(360) 458-2894
SHEET 3 OF 4 SHEETS
93-11531
I
FILE NO.
I
NISQUALLY ESTATES DIVISION 1,
PHASE 1
NOTES'
A PORTION OF THE NW1/4 OF THE NE1/4 OF SECTION 25, TOWNSHIP 17 NORTH, RANGE 1 EAST, W M.
CITY OF YELM THURSTON COUNTY, WASHINGTON
I. TRACTS A AND C. STORMWA Tffi RETENl10N FAClUl1ES, SHALL
BE OIlHED AND MAJNTAINED BY ALL lOT OIlHERS IN COMMON.
ALL MAINTENANCE: SHALL BE AS AGREED TO BY THE CITY OF"
YEUI SroRMWA Tffi FAClUl1ES MAINTENANCE: AGREENENT.
ALL lOTS SHALL HA VE AN EQUAL AND UNDIVIDED INTEREST
IN THE OIlHERSHIP OF SAID TRACTS A AND C AND SUCH
INTffiEST SHALL BE STA lID IN THE DEED 10 EACH lOT.
AN EASEMENT IS HEREBY RESERI,fD FOR AND GRANlID 10
THE CITY OF YEUI O\'ER AND UPON TRACTS A AND C FOR
ACCESS AND MAINTENANCE: PURPOSES FOR EMERGelCY
OR DEFAULT.
2. TRACTS B AND E. OPEN SPACE", ARE HEREBY
DED/CA lID 10 THURSTON COUNTY PARKS DEPAR1I.IENT.
.3. TRACT F IS INTENDED 10 BE AN OPEN SPACE: BUFFER FOR
THE ADJ/ONING PARCEL TO THE IlEST OF" SAID TRACT F
TRACT F IIfLL BE SOU) TO THE IlESTffil Y ADJOINER AS
PER AGREENENT IN PREl1MINARY CONDI11ONS OF APPROVAL
4. SET 5/B' REBAR AND RED CAP (E. TRUE LS 24227) AT
ALL FRONT AND REAR lOT CORNERS.
5. THE MONUMENT CONTROL SHOIlH FOR THIS SUBDIVISION WAS
ACC~PUSHED BY Flfl..D TRA \'ERSE U11UZlNG A SEllEN SECOND
roTAL STAl10N (NIKON D1I.I A20). UNEAR AND ANGUlAR
ClOSURE OF" THE TRA \'ERSES MET THE STANDARDS OF"
WAC .3.32-1.30-090.
6. ALL lOTS SHALL BE VESlID IIfTH A RIGHT 10 HOOKUP
10 SEWER AND WA1lR AS STATED IN CITY OF" YEUI
RESOLUl1ON NO. .351.
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EASEMENTS AND RESERVATIONS
STEP SYSlEM PlA T EASEMENT PROVISIONS:
A PERPEnJAL EASEMENT IS HEREBY RESERI,fD FOR AND GRANlID 10 THE CITY OF YEUI. ITS
SUCCESSORS AND ASSIGNS, FOR OPERA 11ONS, MAINTENANCE", AND REPAIR OF" ANY OR ALL
PORl1ONS OF" THE SEPl1C TANK EFFlUENT PUMPS (STEP) SYS7DI INClUDING BUT NOT RESTRlClID
ro; SEP11C TANKS, CHAMBERS, PRESSURE/GRAVITY SEWER CONNECl1ON UNES AND PUMP STATUS
PANEL. OVER. UNDER AND THROUGH THE lAND HEREBY PlATTED. THE PURPOSE OF" THE EASEMENT
IS 10 PROVIDE ACCESS FOI'! THE CITY OFFICERS AND EMPlOYEES 10 THE CITY OIlHED PORl1ON OF
THE STEP SANITARY SEWER SYS1EAIS. THE IIfDTH OF THE EASEMENT HEREIN RESERI,fD SHALL BE
FIVE FEET EACH SIDE OF" PIPE AND ElECTRICAL UNES AS CONSTRUClID. THE IIfDTH OF" THE TANK
EASEMENT SHALL EXTEND FIVE FEET BEYOND THE EDGES OF THE TANK. THE OIlHER SHALL MAINTAIN
AND IS RESPONSlBIL FOR THE HOUSE LA1lRAL CONNEC11NG THE TANK 10 THE HOUSE PLUMBING
AND INlET 10 THE TANK CHAMBER. THE CITY OF" YEUI SHALL HAVE THE RIGHT 10 7DIPORAR/l Y
U11UZE SUCH AREA BEYOND THE EASEMENT AREA DESCRIBED ABOVE THAT IS NECESSARY FOR THE
OPERA l1ON. MAINTENANCE: AND REPAIR ACl1V111ES ON THE STEP SYS7DI.
IT IS POSSIBIL THAT MAJOR LANDSCAPING 17DlS, E.G., SHRUBS AND TRffS, IIITHIN THE ABOVE
EASEMENT RlGHT-OF"-WAY MAY BE DAMAGED DURING THE PERFORMANCE OF" OPERAl1ON AND
MAINTENANCE: AC11V111ES. THE OIlHER WAIVES ANY ClAIM AGAINST THE CITY FOR DAMAGE: 10 SAID
I7DlS IN THE CASE IWIERE WORK BY THE CITY IS DONE IN A REASONABI..E MANNER. THE OIlHER
ALSO WAIVES ANY ClAIM AGAINST THE CITY FOR DAMAGE:S GelERALL Y IWI/CH ARISE FROM 'ACTS OF"
GOD' OR OF" THIRD PAR11ES, NOT INVOlVING FAULT BY THE CITY OF YEUI.
THIS EASEMENT SHALL BE CONSIDERED AN ENCUMBRANCE VtHICH TOUCHES AND CONCERNS THE
lAND ABOVE DESCRJBfD. AND BINDS OIlHERS, TRANSffRffS, DONEES, SUCCESSORS AND ASSIGNEES
IN INTEREST IN THE SAME MANNER AS IT BINDS OIlHERS HEREIN.
~
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LEGEND
/
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SET SURFACE CONCRETE MONUMENT IIITH
2.5' BRASS DISK STAMPED lS 24227
(]~~ ~ff~:'~ ~~ :~7~TON 98597
SHEET 2 OF 4
SHEET .3 OF 4
SHEET 4 OF 4
COVENANTS, RESTRIC110NS AND STANDARDS ARE HEREBY IMPOSED UPON THE ENl1RE TRACT OF"
LAND HEREBY PLATTED AS SAME ARE RECORDED UNDER THURSTON COUNTY
AUDlTOR'S FILE NO.
AN EASEMENT IS HEREBY RESERVED FOI'! AND GRANlID 10 PUGE:T SOUND ENERGY. YEUI 1E1..EPHONE
C~PANY. ANY CABLE 1EJ.EVlSlON COMPANY. AND THEIR RE5PECl1VE SUCCESSORS AND ASSIGNS,
UNDER AND UPON THE FRONT TEN (10) FEET PARAU.El IIfTH AND ADJOINING THE STREET AND
TRACT FRONTAGE: OF" ALL lOTS IN IWIICH 10 INSTALL. LAY. CONSTRUCT, RENEW, OPERA TE AND
MAINTAIN UNDERGROUND PIPE. CONDUIT, CABlES AND MRES IIITH NECESSARY FAClUl1ES AND
OTHER EQUIPMENT FOR THE PURPOSE OF" SERVING THIS SUBDIVISION AND OTHER PROPERTY IIfTH
ElECTRIC. 1E1..EPHONE. GAS AND Ul1UTY SERVICE TOGE:1HER IIITH THE RIGHT 10 EN1lR UPON
THE lOTS AT ALL 11MES FOR THE PURPOSES HEREIN STAlID. THESE EASEMENTS EN1lRED UPON
FOI'! THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBlE 10 THEIR OI'!IGlNAL CONDI11ON.
NO UNES OR IllRES FOR TRANSMISSION OF" ElECTRIC CURRENT OR FOR 1El..EVISlON USE OR CABIL
1El..EVISlON SHALL BE PLACED UPON ANY lOT UNLESS THE SAME SHALL BE UNDERGRDUND OR IN
CONDUIT A TTACHED TO A BUIlDING.
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'..-
m_A~"!144
SCALE. 1'=50 FEET
1..- I
o
50
100
25
MERIDIAN
NORTH UNE OF" THE NEI/4 OF" SEC110N 25
AS PER BOUNDARY UNE ADJUS1I.IENT BlA-1I42
RECORDED IN VOlUME II OF BLA'S, PAGE: 49.3
BXPlIII!S 02/15/2000
N 89"7.3'4.3' W
- - 1.325.28 - - - - - - - - -
SHEET INDEX:
E. TRUE & ASSOC
LAND SURVEYING
po. BOX 908
YELM. WASHINGTON 98597
(360) 458-2894
SHEET 4 OF 4 SHEETS
SHEET I OF 4
DED/CAl1ON. APPROVALS
LEGAL DESCRtPl10N
80UNDARY CONTROL
PLA T LA YOUT AND DIMENSIONS
PLA T LA YOUT AND NOTES
Q1-11C:;41
NISQUALL Y ESTATES DIVISION 2, pHASE 1
A PORTION OF THE NWl/4 OF THE NE114 OF SECTION 25. TOWNSHIP 17 NORTa RANGE 1 EAST. 11' M-
crry OF YEW TIfURSTON couNTY. 1I'ASIDNGTON
LEGAL DESCRIPTION
PACIfiC NORTHIlEST n1l.E ORDER NO. 107049
pARca A OF BOUNDARY UNE ADJUSTMENT NO. BLA-Bt71. RECOROED ,AJNE 14. 1996. UNDER
AUDlTOR'S filL NOS. 3035523 AND .3035524. IN THURSTON COUNTY. WASHINGTON.
ACKNOWLEDGEMENTS
STATE Of wASf/lNGTON 2
COUNTY OF PIERCE 5 s.s.
ON THIS ~!,Y OF - 1998. BEfORE ME PERSONALLY ApPEARED
KIRK A. HARR TO ME KNOffN TO BE THE pRESIDENT OF HARR f AMIL Y HOMES. INC..
A WASHINGTON CORPORA 1lON. THAT EXECUTED THE WITHIN AND fOREGOING INSTRUMENT.
AND ACKNQVII.roGEJJ SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED
OF SAID CORPORA nON. fOR THE uSES AND PuRPOSES THERflN ",ENnONED. AND ON OATH
STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT.
IN WllNESS WHEREOf SAID CORPORA nON HAS CAUSED THIS INSTRUMENT TO BE ExECUTED BY 11$
PROPER OFfICER THIS _ DAY OF _ - 1998.
IN WllNESS WHEREOf I HAVE HERElNTO SET "'Y HAND AND AFfIXED
8Y OFfICIAL SEAL THE DA Y AND YEAR fiRST ABOVE VII<1TTEN.
NOTARY PuBLIC IN AND fOR THE STATE OF wASHINGTON
RESIDING AT:_
MY cOM""SSlON EXPIRES:
STATE OF WASHINGTON 2
cOUNTY Of PIERCE 5 S.s.
THIS IS TO CERnfY THAT ON THIS --pAY OF _ - 1998, BEfORE ME. THE
uNDERSlONED. A NOTARY pUB!JC. PERsONALLY APPEARED J. PAUL STEAD"'AN. A GENERAL
PARlNER Of sTEADfilAN UM/TED PARlNERSHlP NUMBER 1993. A WASHINGTON UlA/TED
PARlNERSHIP. TO /dE KNOffN TO BE THE PERsON WHO EXECUTE!> THE fOREGOING
DEDlCA nON AND ACKNOVII.fDGED TO /dE THAT HE SIGNED AND $EA1El THE SAME AS HIS
FREE AND VOLUNTARY ACT AND DEED fOR THE uSES AND pURPoSES THEREON MENnONED.
WllNESS /dY HAND AND OFfICIAL SEAL THE DAY AND YEAR fiRST ABOVE VII<1TTEN.
NOTARY pU8UC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT:_
MY COM""S5lON EXPIRES:
r l.LJD
... ~
DEDICATION
APPROVAIS
~ ~
PUBLIC WORKS
_.1998
KNOW ALL PEOI'I-E 8Y THESE PRESEN1S THAT KIRK A HARR Of HARR fAMILY HOMES, INC.. A WASHINGTON
cORPORA nON. THE UNDERSlONED OffNER IN FEE SIMPlE OF THE LAND HEREBY PLA mD. AND sTEVEN R.
ERICKsON OF CASCADE BANK. A WASHINGTON BANKING CORPORA nON. AND "'ARK J. cARPENTER AND
UNDA C. cARPENTER. HUSBAND AND WIFE. AND J. PAUL STEADMAN Of STEADMAN UM/TE!> PARlNERSHIP
NUMBER 1993. A WASHINGTON UMlTE!> PARlNERSHIP. AS ",ORGAGEES THEREOf HEREBY DECLARE
THIS PiA T AND DEDlCA TE TO THE USE Of THE PUBLIC fOREVER ALL sTREE1S. A 'lENUES, PLACES
~ EASEMEN1S, ETC., OR WHA 1E\IER pUBUC PROPERTY THERE IS SHOffN ON THE PLAT AND THE
USE THEREOf fOR pUB!JC HIGHWA Y pURPOSES. AlSO. THE RIGHT TO /dAKE ALl NECESSARY SLOPES
fOR CU1S OR flUS UPON THE L01S AND TRAClS SHOffN HEREON IN THE REASONABLE ORIGINAL
GRADING Of ALl sJREETS. AVENUES. DRIVES, ETC.. SHOffN HEREON. ALSO, THE RIGHT TO DRAIN
AU. STREETS OIlER AND ACROSS ANY LOT OR L01S WHERE WATER ",'GHT TAKE A NATURAL CouRSE
AfTER THE STREET OR STREETS ARE GRADED. AlSO. ALl CLAI/dS fOR DAMAGE AGAINST ANY
GOVERNMENTAL AUTHDRlTY ARE HEREBY WAIvED WHICH MAY 8E OCCASIONED TO THE ADJACENT
LAND BY THE ESTABLISHED CONSTRucnON. DRAINAGE. AND MAINTENANCE OF SAID ROADS.
EXAMINED AND APPROvED THIS _ DAY Of -
CITY Of '/EI.M PuBLIC 'MJRKS DIRECTOR
HEALTH OFFICER
_ 1998
EXAMINED AND APPROIIED THIS _ DAY Of -
IN WllNESS WHEREOf WE HAVE SET OUR HANDS AND SEALS THIS ~AY Of
1998
sTEVEN R. ERlCKsON
CITY OF YEW HEALTH OFfICER
KIRK A HARR
MAYOR FOR CITY OF YELM
1998
~ C. cARPENTER
EXAMINED AND APPRDIIED THIS _ DAY Of -
'/EI.M CITY COUNCIL
/dARK J. cARPENTER
J. PAUL STEADMAN
ATTEST:
;...---
CITY CLERK
BY:
ACKNOWLEDGEMENTS
"'AYOR
STATE Of WASHINGTON 2
COUNTY OF KING 5 s.s.
ASSESSOR
_ 1998
EXAMINED AND APf'ROIIED THIS _ DAY Of -
ON THIS --dAY Of _ - 1998. BEfORE ME PERSONALLY APPEARED
STE'IEN R. ERICKsON TO /dE KNOWN TO BE THE EXECUnVE VICE PRESIDENT Of CASCADE sANK.
A wASHINGTON 8ANKlNG cORPORA nON. THAT EXECUTE!> THE WITHIN AND fOREGOING
INSTRU/4ENT. AND ACKNOV/I..fDGED SAID INSTRUMENT TO BE THE FREE AND VOlUNTARY ACT AND
DEED OF SAID cORPORA nON. fOR THE uSES AND pURPOSES THERE1N IdENnONED. AND ON OATH
STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT.
IN WllNESS WHEREOf SAID CORPORA nON HAS CAUSED THIS INSTRU/dENT TO BE ExEcuTED BY 11$
THURSTON COUNTY ASSESSOR
1998.
PROPER OFfICER THIS _ DAY Of
TREASURER
IN II/IlNESS WHEREOf. I HAVE HERElNTO SET "'Y HAND AND AffIXED
8Y OFfICIAL SEAL THE DA Y AND YEAR fiRST ABOVE IIRITTEN.
I HEREBY CERnfY THA T ALL TAXES ON THE LAND oESCRIBED
HEREON AS Of THE DA~ Of THIS CERnflCAnON HAVE
BEEN FULLY PAID TO AND INCLUDING THE YEAR 1999
NOTARY puBLIC IN AND fOR THE STATE Of wASHINGTON
RESIDING AT:
MY COMMISSION EXPIRES:
THURSTON COUNTY TREASURER
DATE
STATE OF WASHINGTON 2
COUNTY Of KING S S.s.
COUNTY AUDITOR
F11El fOR RECORD AT THE REQUEST Of CITY Of YEI..M
THIS~AY Of _ .~ 1998. AT -
...JIINUTES PAST
THIS IS TO CERnfY THAT ON THIS --pAY Of _ ~ 199B. BEfORE /dE. THE
UN()ERSIONED. A NOTARY PuBLIC. PERsONALLY APPEARED /dARK J. cARPENTER AND UNDA c. CARPENTER
HUSBAND AND WIFE. TO /dE KNoffN TO BE THE PERsONS WHO EXECUTED THE fOREGOING
DEDlCA TlON AND ACKNOI\t.EDGED TO "'E THAT THEY SlONED AND SEALED THE SAME AS THEIR
FREE AND VOLUNTARY ACT AND DEED fOR THE uSES AND PURPOSES THEREON /dENnONED.
WllNESS /dY HAND AND OFfICIAL SEAL THE DAY AND YEAR fiRST ABOVE IIRITTEN.
__O"CLOCK__/d. AND RECORDED UNDER AUDITOR'S FIlL NUMBER
~ RECORDS OF THURSTON COUNTY. WASHINGTON.
BY:
DEPUTY AUDITOR
-=
NOTARY PUBUC IN AND FOR THE STATE Of WASHINGTON
RESIDING AT:_
MY cOMMISSION EXP/RES:-
THURSTON COUNTY AUDITOR
E. TRUE & ASSOC
LAND SURVEYING
po. BOX 908
YELM. WASHINGTON 98597
(360) 458-2894
SHEET 1 OF 4- SHEETS
SHEET INDEX:
SHEET 1 Of 4 DfD/CA nON. APPROVALS
lLGAl DESCRIPTION
q7j_11~H4
\
\
\
\
\ 24
21-
Nl/4 SEC110N Z5
f'l). sioNE MoN \ 4:l
w/X oN SURfAcE
DEC. 1994
NISQlJALLY ESTA;!~/4 ~~~:!?:wN5;:7 N~RTIL RANGg 1 ~~"
" PORTION OF TIlg NWl/4 AND NJl1/ ~ OF TJlllRSTON couN'fY. lI'JIS!I1NGTON
CITY OF ygLM ,,"~ < "'.." ,"'..... , ",,,
w
76
\ \ \
\ 62 \ 63 \ 64 \ 65 \ 66 \ 67
\ \ \
\ \ \ \ \ ~-
\ 68\ 69 \ 70\ 71 \72~79
\ \ \ \ \
74\ 75
\
\
\ 43 \ 44
\ \
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A1
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1
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El/4 SEClloN 25 \
f'l). 5/8" REIlAR \
JAN. 1994 iJi30
----+-----=~
~ - ~ 89'2'43" E 2649.58 25
LINE TABLE
~~
L1 S 69'43 '31" YI
l2 5 20'16 '29" E
l3 S 00 36 '02" W
l4 S 51. 3J'~O" W
L5 5 51 33'50" W
l6 S 38'26 10" E
l1 N 00'36'02" E
l8 S 89 14 42" E
19 N 18'05 42" E
l10 N 60'01 -+&" E
l11 N 32'21'21" E
l12 N 00'-45 '18" E
.... L13 N 00'-45'18" E
~'!!13g L14 S 89'14 42" E
l15 S 00'-45 18" YI
~
5400
10 19
2100
2000
60 70
65 00
361
23.30
6 13
41.21
18 95
21 00
2100
8.26
3361
F~
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I..
ju
'0:
&
0.
~
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to-
...,
EASEMENT NO. 3
INGREss' EGRESS AND
UllUllE5 EASEMENT oN
THURSTON COUNTY pARKS
1RAIl RE~ED uNDER
AUDITORS FtI.E NO.
3.:
;~
SVRVEyOR'S C~~~~-,,,,,..,, ..,,-
. """ """ _ "'"" ..." ~::'~.r'r","" ,. -'" ...... - ·
""': ~ ~"'~ ~, .. ",,-,;f~~ ':f."."'..:::'
~RECT. "THAT "THE MoNUMENT5f~A~~AN~~'kAs11C CAI'S UNLESS O"THERWlSE N01ED.
STAKED oN "THE GROUND WITH 5 8 "..~
~~
cERllf1CA 1! NO. 24')21
~W
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to-
o.
...,
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w
\:l
~
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z
SHEET INDEX:
sHEET 1 Of 4 DEDlCAlloN, APPROVALS
LEGAL DESCRIP110N
sHEET 2 Of 4 eOUNDARY coNlROI- oNS
sHEET 3 Of 4 Pl-A T LAyOUT AND DIMENSl
sHEET 4 Of 4 PlAT LAyOUT AND NOlES
\
\
\
\ \ /
~~.~ /
S 89'3'43" E
r'""
LEGEND . .. / _ / 'iEU-oW cAP lS 16210
fOUND 5/8" ~ofA~~-lH2 oR AS DEscRIBED
o SET pER SURv<-'
RVf. TABbf. RADIUS
cU . DEl T A ..:.::--:::-
NO ~"113.~
- 15""," 200.
1 45"2409" 200.00
2 05'52'53" ')21.00
3 15'59'~" 25.00
~ 84'41
~
41.65
158-48
20.53
63,31
')2.19
ASsoC
VE &.. VEYING
E. TR 1,.UW S~X 908 98597
P O. o.nrGTON 4
vrASruso 8-289
YEUt (360) 45 SHEETS
~OF4~..
SHEET 2~1522
93-1
A pORTION OF TlfE NWl/4 AND NE1/4 OF TlfE NEl/4 OF SECTION 25. TOWNSHIP 17 NOR'fIL RANGE I EAST. 101.
CITY OF YELII TIIUIISTON coUNTY. 1fASIIIl'IGTON
DIVISION 2,
PHA;:>D
.J.
NISQUALLY ESTATES
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!:>= 5 II)
R=227.00 I I
L" 23.53 l
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---
!:>= 5'52'53"
R=200.00
L= 20.53
11
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LEGEND
s
sET SURFACE CONCRElE MONUMENT W1m
2.5" BRASS DISK STAMPED l.S 24227
.A ,-... ,-.
" :~//..\
"- --
"-
" - "-
I ',(_I "-
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REDFERN CT, SE /,/
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6
9
DEDICATION. APPROVALS
LEGAL DESCRIPTION
BOUNDARY CONlROl-
PLAT LAYOUT AND DIMENSIONS
PLAT LAyouT AND NOTES
8
SHEET 2 Of 4
SHEET .3 Of 4
SHEET 4 Of 4
93-11532
MERIDIAN
NORm UNE OF mE NEl/4 Of SECTION 25
AS PER BOUNDARY UNE AIMIS1l.lENT BLA-"42
RECORDED IN VOLUME 11 Of BLA's' PAGE 493
~ HOUSE NUMBER OF sTREET ADDRESS
~ ALL ADDRESSES ARE YEL/ol. WASHINGTON 98597
1--
NOTES:
1.
FILE NO
NISQUALLY ESTATES DIVISION 2, PHASE 1
A PORTION OF THE NW1/4 AND NE1/4 OF THE NE1/4 OF SECTION 25, EASEMENTS AND RESERVATIONS
TOWNSHIP 17 NORTH, RANGE 1 EAST, W M.
CITY OF YELM THURSTON COUNTY, WASHINGTON
TRACTS G AND H, STORIIWA lER RElENlION FAClUlIES, SHALL
BE OIlNED AND MAlNTAlNED BY ALL LOT OIlNERS IN COMMON.
ALL IIAlNTENANCE SHAlL BE AS AGREED TO BY THE CITY OF
Yfl),/ STORIIWA lER FAClUlIES IIAlNTENANCE AGREEIIENT.
ALL LOTS SHALL HA ~ AN EOUAL AND UNDIVIDED INlEREST
IN THE OIlNERSHIP OF SAlD TRACTS A AND C AND SUCH
IN1ERf:ST SHAlL BE STATED IN THE DEfD TO EACH LOT.
AN EASE}/ENT IS HEREBY RESERVED FOR AND GRANTED TO
THE CITY OF Yfl),/ DVER AND UPON TRACTS A AND C FOR
ACCESS AND IIAlNTENANCE PURPOSES FOR EMERGENCY
OR DEFAULT.
2. SET 5/B" REBAR AND RED CAP (E. TRUE LS 24227) AT
ALL FRONT AND REAR LOT CORNERS.
.-, I
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5200- -,- "56:00- -,- 52.00
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102.69
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103
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3, THE MONUIIENT CONTROL SHOIIN FOR THIS SUBDIVISION WAS
ACCOIAPUSl/EO BY FIELD TRA VERSE UlIUZlNG A SEVEN SECOND
TOTAL STA lION (NIKON DIM A20). UNEAR AND ANGULAR
CLOSURE OF THE TRA\IEJi'SES MIT THE STANDARDS OF
WAC 332-130-090.
4. AIL LOTS SHALL BE ~S1ED llITH A RIGHT TO HOOKUP
TO SEllER AND WAlER AS STATED IN CITY OF Yfl),/
RESOLUlION NO. 351.
r '\
1-<
L./
COVENANTS, RESTRlCl10NS AND STANDARDS ARE HEREBY IMPOSED UPON THE ENl1RE TRACT OF
LAND HEREBY PLA TTE/) AS SAME ARE RECORDED UNDER THURSTON COUNTY
AUDITOR'S FILE NO.
... ",-)
: ~f- 4~
r,,\ r . "If
..~, "'_I
1,.'" L _ j'-' I
'"
S 89"14'42" E 1014.38
56.00
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58.00
58.00
58.00
113.08
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R=227.00
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56.00
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150TH
AVE.
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~ 65.00
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g
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SCALE. 1"=50 FEET
1....- I
o
25
50
STEP SYSTEM PLA T EASEMENT PROVISIONS:
A PERPETUAL EASEMENT IS HEREBY RESERWJ FOR AND GRANTED ro THE CITY OF Yfl),/. ITS
SUCCESSORS AND ASSIGNS. FOR OPERA lIONS. MAlNTENANCE. AND REPAlR OF ANY OR ALL
PORlIONS OF THE SEPlIC TANK EFFLUENT PUMPS (STEP) SYSTEM INCLUDING BUT NOT RESTRICTED
TO; SEPlIC TANKS. CHAMBERS. PRESSURE/GRAVITY SEIlER CONNEClION UNES AND PUMP STATUS
PANa OVER, UNDER AND THROUGH THE LAND HEREBY PLATTE/). THE PURPOSE OF THE EASEJlENT'
IS TO PROVIDE ACCESS FOR THE CITY OFFICERS AND OfPLOYEES TO THE CITY OlWlED PORlION OF
THE STEP SANITARY SEIlER SYSTEMS. THE llIDTH OF THE EASEMENT HEREJN RESERVED SHAlL BE
FI~ FEET EACH SIDE OF PIPE AND ElECTRICAL UNES AS CONSlRUC7ED. THE WIDTH OF THE TANK
EASEJlENT SHALL EXTEND FI~ FEET BEYOND THE ~S OF THE TANK. THE OIlNER SHALL MAlNTAlN
AND IS RESPONSIBLE FOR THE HOUSE LA lERAL CONNEClING THE TANK ro THE HOUSE PLUMBING
AND INLET TO THE TANK CHAMBER. THE CITY OF Yfl),/ SHALL HA~ THE RIGHT TO TEMPORARILY
UTlUZE SUCH AREA BEYOND THE EASOfENT AREA DESCRIBED ABO~ THAT IS NECESSARY FOR THE
OPERA TlON, MAlNTENANCE AND REPAlR ACllVlllES ON THE STEP SYSJEM.
IT IS POSSIBLE THAT MAJOR LANDSCAPING ITEMS, E.G.. SHRUBS AND TREES, llITH1N THE ABO~
EASEMENT RJCHT-OF-WAY MAY BE DAMAGED DURING THE PERFORMANCE OF OPERATION AND
MAINTENANCE ACl1V1llES. THE: OlWlER WAlI,oE$ ANY CLAIM AGAINST THE CITY FOR DAMAGE TO SAID
ITEMS IN THE CASE WHERE WORK BY THE CITY IS DONE IN A REASONABLE MANNER. THE OIlNER
ALSO WAlI,oE$ ANY CLAlII AGAlNST THE CITY FOR DANAGE:S GENERALLY WHICH ARISE FROI.f "ACTS OF
GOO" OR OF THIRD PARlIES. NOT INVOLVING FAULT BY THE CITY OF Yfl),/.
THIS EASEMENT SHALL BE CONSIDERED AN ENClII.IBRANCE WHICH TOUCHES AND CONCERNS THE
LAND ABO~ DESCRiBED, AND BINDS OIlNERS, TRANSFEREES, DONEES, SUCCESSORS AND ASSIGNEES
IN INTREST IN THE SAME MANNER AS IT BINDS OIlNERS HEREIN.
/
100
MERIDIAN
NORTH UNE OF THE NEl/4 OF SEClION 25
AS PER BOUNDARY UNE ADJUSIMENT BLA-1I42
RECORDED IN VOLUME II OF BLA'S, PAGE 493
-t- \Jj -t..
;~. ~
6'~qp~. ~~
"'b"\. ~ .se"
"
/
/
/
/
~
SET SURFACE CONCRETE MONUMENT llITH
2.5" BRASS DISK STAMPED LS 24227
LEGEND
Cf603B::> ~~~= ~[~ ~0;,7JgTON 96597
COVENANTS. RESTRIClIONS AND STANDARDS ARE HEREBY IMPOSED UPON THE ENllRE TRACT OF
LAND HEREBY PLATTE/) AS SAME ARE RECORDED UNDER THURSTON COUNTY
AUDITOR'S FILE NO.
AN EASEMENT IS HEREBY RESERWJ FOR AND GRANTED TO PUCET SOUND ENERGY, Yfl),/ TELEPHONE
COI./PANY, ANY CABLE 1EI..EVISlON COMPANY, AND THEIR RESPECl1~ SUCCESSORS AND ASSIGNS,
UNDER AND UPON THE FRONT TEN (10) FEET PARALLEL WITH AND ADJOINING THE sTREET AND
TRACT FRONTAGE OF ALL LOTS IN WHICH TO INSTALL. LAY, CONSTRUCT, RENEW. OPERATE AND
MAlNTAlN UNDERGROUND PIPE. CONDUIT, CABLES AND llIRES llITH NECESSARY FAClUlIES AND
OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY llITH
ElECTRIC. TE1.EPHONE. GAS AND UlIUTY SERVICE TOGETHER WITH THE RIGHT TO ENlER UPON
THE LOTS A T ALL llMES FOR THE PURPOSES HEREIN STA TED. THESE: EASEMENTS ENlEREO UPON
FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE ro THEJR ORlGlNAL CONDI1ION.
NO UNE:S OR WIRES FOR TRANSl.//SSlON OF ElECTRIC CURRENT OR FOR 1EI..EVISlON USE OR CABLE
1EI..EVISlON SHALL BE PLACED UPON ANY LOT UNLESS THE SANE SHALL BE UNDERGROUND OR IN
CONDUIT A TTACHED TO A BUILDING,
SHEET INDEX:
E. TRUE & ASSOC
LAND SURVEYING
po. BOX 908
YELM. WASHINGTON 98597
(360) 458-2894
SHEET 4 OF 4 SHEETS
SHEET I OF 4
DEDICA l1ON, APPROVALS
LEGAL DESCRIPTION
BOUNDARY CONTROL
PLA T LA YOUT AND DIMENSIONS
PLAT LAYOUT AND NOTES
SHEET 2 OF 4
SHEET 3 OF 4
SHEET 4 OF ..
93-11542
RECEIVE[) FROM
HARRFAMI~Y' HOMES, INC..
2205116 STHEET SOUTH
TACOMA WA 98444-1419
, :~53-539-1292
, RECJ=l,VED
'UIl:I3.~@?~~GW.'@IJ:,l33ID~=Il@ii'IJ:,\!.i!'.WIUlB~
, , .
\CTI1rYO JF
. YIElLM
PO; Box 479
Yelm,WA 98597
360~458-8403 .
:' PAID ~lE<ClE~~"No. 1.00:23
, 'N QV 1& 1998' .
DOLeff\leFc~&LM
DATE Rge. NO, AMOUNT 'REf NO,
1~/18/9~ 10023 75&.00C"ECt i7966
"
'" '" '" "'SEVEN HUNORED. FIFTY
/
MJSCELLANEOUS RECEIPT
DANA
,
APPLICATION FOR FINAL PLAT, NISQUALLY ESTATES DIVISION 1 & 2, PHASE,1 ~
PROJECT # SUB-98..: 8'2'2'8 ""Yli-- - ~~~
.-----
Order No.:
107049
MISCELLANEOUS GUARANTEE
~..f\" ....
~".)
GUARANTEE
SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE LIMITS OF LIABILITY AND OTHER
PROVISIONS OF THE CONDITIONS AND STIPULATIONS, HERETO ANNEXED AND MADE A
PART OF THIS GUARANTEE, AND SUBJECT TO THE FURTHER EXCLUSION AND LIMITATION
THAT NO GUARANTEE IS GIVEN NOR LIABILITY ASSUMED WITH RESPECT TO THE IDENTITY
OF ANY PARTY NAMED OR REFERRED TO IN SCHEDULE A OR WITH RESPECT TO THE
VALIDITY, LEGAL EFFECT OR PRIORITY OF ANY MATTER SHOWN THEREIN
Pacific Northwest Title Insurance Company, Inc
a Washington corporation, herein called the Company,
GUARANTEES
the Assured named in Schedule A against actual monetary loss or damage not exceeding the
liability amount stated in Schedule A which the Assured shall sustain by reason of any
incorrectness in the assurances set forth in Schedule A.
COpy
Dated: June 22, 1998
Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other
than as contained herein, please contact the company for further information as to the availability and cost.
~.
PACIFIC NORTHWEST TITLE
Insurance Company, Inc.
Thurston County Title Company
Olympia WA 98501
(360) 943.7300 FAX (360) 786-9315
Company
City, State i
I G.1103. 0044
..
SUBDIVISION GUARANTEE
SCHEDULE A
Order No
107049
Serial No.
G-1103-0044
Dated
June 22, 1998 at 8.00 a.m.
Liability'
$1,000.00
Name of Assured.
Harr Family Homes, Inc., a Washington corporation
The assurances referred to on the face page are.
That, according to those public records which, under the recording laws, impart constructive notice
of matters relative to the following described real property'
Parcel A and B of Boundary Line Adjustment No. BLA-8171, recorded June 14, 1996, under
Auditor's File Nos. 3035523 and 3035524. In Thurston County, Washington.
Title to said real property is vested in.
Harr Family Homes, Inc., a Washington corporation
subject to the matters shown on the following page(s) under Exceptions, which Exceptions are not
necessarily shown in the order of their priority
SCHEDULE A
Page 1
PACIFIC NORTHWEST TITLE
INSURANCE COMPANY, INC.
Subdivision Guarantee
Order No
107049
SCHEDULE A (Continued)
EXCEPTIONS
1 General taxes and assessments, if any, no search having been made thereof; also, taxes or
assessments which are not shown as existing liens by the records of any taxing authority that
levies taxes or assessments on real property or by the public records.
2. Unpatented mining claims; reservations or exceptions in the United States Patents or in Acts
authorizing the issuance thereof; water rights, claims or title to water
3 Title to any property beyond the lines of the real property expressly described herein, or title
to streets, roads, avenues, lanes, ways or waterways on which such real property abuts, or
the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement;
or any rights or easements therein unless such property, rights or easements are expressly
and specifically set forth in said description.
4 Deed of Trust dated November 18, 1997, recorded December 2, 1997, under File No
3122731, to secure an indebtedness of $1,250,000 00; and any interest, advances or other
obligations secured thereby;
Grantor Harr Family Homes, Inc. a Washington corporation
Trustee. Commonwealth Land Title Company vf' "f'/o,)
Beneficiary' Cascade Bank) A. 'w',~<;I..I' crvl'G~a Plc.e? !1LC:-510l;)/1
(Affects a portion of this property) /) ')b' ;, 1-7- r;r;:.oo lZ'.JJ":,/~I2'1 V! 501t:. LL-
5
Deed of Trust dated November 17,
3122604, to secure an indebtedness
obligations secured thereby;
Grantor'
Trustee.
Beneficiary'
1997, recorded December 2, 1997, under File No.
of $360,000 00; and any interest, advances or other
Harr Family Homes, Inc., a Washington corporation
Thurston County Title Company
Steadman limited partnership number 1993, a
Washington Limited Partnership
(Affects a portion of said premises)
6 Deed of Trust dated February 27, 1998, recorded March 17, 1998, under File No 3141060,
to secure an indebtedness of $450,000 00; and any interest, advances or other obligations
secured thereby;
Grantor' Harr Family Homes, Inc., a Washington Corporation
Trustee. First American Title Company
Beneficiary' Mark J Carpenter and Linda C Carpenter
(Affects a portion of said premises)
7 Easement granted to Olympic Pipe Line Company for oil products pipeline, as recorded May
21, 1964, under Auditor's File No 697559 (Affects Southeasterly boundary of premises)
8 Easement for ingress and egress over an existing 20-foot wide driveway, as reserved by
Delia Chambers in deed recorded August 3, 1970, under Auditor's File Nos. 826883 and
826884
(continued)
SCHEDULE A
Page 2
PACIFIC NORTHWEST TITLE
INSURANCE COMPANY, INC.
Subdivision Guarantee
"
)
SCHEDULE A (Continued)
Order No 107049
SPECIAL l:XCEPTIONS
9 Covenant to share the costs of maintaining jointly-used driveway and jointly-used well, and
covenant restricting the use of said well, all as recorded August 3, 1970, under Auditor's File
Nos. 826883 and 826884
10 Declaration of Boundary Line Adjustment and Covenants,
Recorded: December 11, 1991
File No. 9111120209
11 Mitigation Agreement between the Yelm Community Schools District No 2, Yelm, and Paul
Steadman, recorded June 21, 1995, under Auditor's File No 9506210116
12. Mitigation Agreement between the Yelm Community Schools District No 2, and Mark
Carpenter, recorded August 21, 1995, under File No 9508210126
13. Declaration of Boundary Line Adjustment and Covenants;
Recorded: June 14, 1996
File No 3035523
14 Terms and conditions of Basic Trail Permit for ingress, egress and utilities for a residential
development granted by Thurston County in favor of Steadman Limited Partnership and/or
the Homeowner's Association of Nisqually Estates, recorded June 27, 1997, under File No
3095595
15 Terms and conditions of Basic Trail Permit for ingress, egress and utilities for a residential
development granted by Thurston County in favor of Landmark Development, Inc., and or the
Homeowners Association of Nisqually Estates, recorded June 27, 1997, under File No
3095594
End of Schedule A Exceptions.
RC/nk
SCHEDULE A
Page 3
PACIFIC NORTHWEST TITLE
INSURANCE COMPANY, INC.
Subdivision Guarantee
RECEIVED
NOV 1 3 199
:SX:
CITY OF YELM
PO Box 479
YelmWA98597 PA\O
360-458-3244 Q 1998
NO'V 1 L, ,
APPLlcAT~~l{)r 'ItL
Final Plat '
Fee $750 00
(In addition, any professional service charges
per Resolution #358)
Subdivision Name /\/1:59' VALL Y ES-r.lr1C5 2J IVj $/c)A.J / ? 1-14S't;; I
Date of Preliminary Plat Approval "IVOV c; j I 995"
SUBDIVIDER
SURVEYOR
~. -rR..tJE ?! A5.50L
Name
J.-I Al?.R rAM I LY l-Iol'1-E.:5 INc.
Name
2205 I /~ 1]! 51" SO
Address
P..o Box 908
Address
(ACOMA, wA. qg444-/419
.
'253 539-' /2.92-
Phone
Ye/iV1) ~ 98597
+5f3-Z694
PROPERTY OWNER(S)
Phone
ENGINEER
1-1 A f2.f!.. FA 1\1/ LY HOM€S IN[..
Name
110 W A R.D ~ 0 DA r .t. ASScx:..
Name
Z 708 WfSf-"hOOV' C1- SW
Address
O/Yrhp'C\) Wa. 90501..
.3GO 943 - /599
Phone
ZUY 5> /1 b -rJi 5-(, 50.
Address
'ACOMA, WA. 96444- (419
.
Z-53 3?3q - ('2.92-
Phone
LAND USE BREAKDOWN (Calculate to the Nearest Hundredth)
Total Acreage q I 4-'2,
Number of Single Family Residential Lots .3/
Number of Commercial Lots
Smallest Lot Area
Total Acreage in Open Space
Length in Public Streets
Length in Private Streets
o
5~4-1
I, kl
,
I Cho~
o
Number of Multifamily Residential Lots 0
Number of Industrial Lots 0
Average Lot Area 1;;500
Fee In Lieu of Open Space
{,1~ ( "
Total Acreage in Public Streets
Total Acreage in Private Streets 0
All of the information on the reverse side of this application is required to be filed at the time of final plat
submittal unless a written waiver from the planner or engineer accompanies the application. After this
office has received written acknowledgment from all departments required to sign the plat, the legislative
body will be so advised and a date for a public meeting will be set for their consideration.
- -- ----"--- - - -.
~~.
'\.
) -
CHECKLIST
SLJPPORTING DOCUMENTS (Submit one. copy of each document)
1 Certificate of title date not to exceed thirty days prior to submittal. -
2. A copy of any deed restrictions applicable to the subdivision.
3, A copy of any dedication requiring separate documents: ;.
4 A certificate by the engineering d~partment that the subdivider has
complied with one of the fOllowing:
A. All improvements have been installed in accordanCe with
the requirements of this title and with the action of the
legislative body giving approval of the preliminary plat;
B. An agreement and financial security have been executed
as provided for in the Subdivision Ordinance to assure
completion of required improvements.
5,
Mathematical boundary closures of the subdivision showing the
error closure, if any
The mathematical lot closures and street centerline closures, and
square footage of each parcel.
Lots containing one acre or more shall show net acreage to nearest hundredth.
A phasing plan (if applicable.)
A summary explanation is required of all City Council conditions
stating how the developer has met the requirements.
Final drawings on disk in Auto Cadd format.
Tree and Vegetation Preservation Plan, per section 14 16.110
A copy of any Home Owners Agreement.
A copy of any maintenance agreements.
6,
7
8,
9
10,
11
12.
13
PLAT MAP (Submit 12 ~ blue-line prints - rolled not accepted)
1 The date, scale, north arrow, legend, controlling topography and
existing features such as highways, railroads, rivers and streets.
2, Reference points and lines of existing surveys identified, per
subdivision ordinance. .
3 The exact location and width of streets and easements intersect-
ing the boundary of the tract.
4 Tract, block and lot boundary lines and street rights-of-way and
centerline with dimensions, bearings or deflection angles, radii,
areas points of curvature, and tangent bearings, shown to nearest hundredth foot.
5, The width of the portion of streets being dedicated, the width of
any existing right-of-way, and the width of each side of the
centerline curve data.
6. Legal description of the subdivision boundaries.
7 A phasing plan (if applicable.)
8. Adjoining corners of adjoining lots, blocks and subdivisions; city or county boundary
lines when crossing or adjacent to the subdivision; section and donation land claim
lines within and adjacent to the plat.
9. Easements denoted by fine dotted lines, clearly identified and, if
already of record, their recorded reference. The width of the
easement, its length and bearings and sufficient ties to locate the
easement with respect to the subdivision must be shown. If the
easement is being dedicated by the map, it shall be properly
referenced in the owner's certificate of dedication.
10, Lot numbers in an addition to a subdivison of the same name shall
be a continuation of the numbering of the original subdivision.
11 Land parcels to be dedicated for any purpose, pUblic or private
shall be distinguished from lots Intended for sale.
12, Per Section 16.12.230 (B) the following certificates may be combined where appropriate:
A. A certificate signed and acknowledged by all parties
with any record title interest in the land subdivided
and a waiver of all claims for damages against any
governmental authority which may be occasioned to
the adjacent land by the established construction,
drainage, and maintenance of dedicated streets.
B. A certificate signed and acknowledged as above,
dedicating all parcels of land shown on the final map
intended for any public use except those parcels which
are intended for the exclusive use of the lot owners.
C. A certificate with the seal of and signed by the
engineer or the surveyor responsible for the survey and
final map.
D Other certifications now or hereafter required by law, please refer to
Section 16.12.230 for complete list.
13,
Lots containing one acre or more shall show net acreage to nearest
hundredth.
Survey of section(s) in which plat is located.
Acknowledgment of persons filing the plat.
Sites allocated for purposes other than single family dwellings.
14
15,
16,
DRAFTING STANDARDS
1 Clearly and legibly drawn in permanent black ink. (Original only)
2, Scale shall be between one Inch equals fifty feet to four hundred feet; the appropriate
scale to be determined by the Public Works Director; lettering must be a minimum of 3/32",
high perimeter of the plat must be depicted with heavy lines.
3, 18 X 24 inch sheets.
4 Marginal line (3" left margin %" margin on the remaining sides.)
5. Index required for more than two sheets.
6, The plat title, date, scale, quarter-quarter section and north arrow shall be shown on
each appropriate sheet of the final plat.
7 All signatures must be original in permanent black ink.
8, Owners name must be printed beneath signature line.
I
I
K..__,
PLANNER ~~E ONLY Z
Checked by ~ Date \ l. \<? 1
Submitted Missing
It.e.td. tvf> &o.+QCt~&"d-
v- Mid ~Spec-~tJL-~
\r
L
/
1/
I
~
V
~
1/
V
I
Ii
\/
V
-+-
1/
./
j
,j
/
,/
.
1/
/
v
v~
v.
v
v
+-
\/
v
~
,(
'-
CITY OF YELM
PO Box 479
Yelm WA 98597
360-458-3244
OFFICIAL USE ONLY
Fee
, Date Received II ~ 13 -Vi g
APPLlCA liON FOR
Final Plat
RECEIVED
NOV 13 J
BY: a
Fee $750 00
(In addition, any professional service charges
per Resolution #358)
Subdivision Name
A/JSQr/ALL Y C.$TA7Es VI.VIS/DAY /}...PJ.lA5-t= (_
Date of Preliminary Plat Approval
/Vt::>v. t;;1 1995
SUBDIVIDER
1-1 A RR. FAMILY I-/,OTY!es /NL.
Name
SURVEYOR
13, -rRt/e f ..4 SSOC.
Name
"2205 II t ---ell S7 so.
Address
r. d. 13o)c 908
Address
IACOfVIA , 'AlA. 98444 -/4/9
,
YELft1 J \IVA, 9B597
,
f-S'8 - Z894-
253 639"'/Z9Z-
Phone
Phone
PROPERTY QWNER(S)
ENGINEER
HA R..!?- f:;:A I'V/ ILY I-lO/'1l1ES ltJe.
Name
ZW5' lit; -@. "57 SO.
Address
HOWARD {;.ODI:1.T '4 AssOG-
Name
Z,t06 W~SIY'v100/C.'-'G7. SvJ
Address
...TI..t;.Ql1!LA {\AI A, q9444 - /4-/9
__2!-:73 t539 - /Z97.-
Phone
01- Y f1.1 PIA., VII A. 973 5DZ-
~bO 94-3 -/599
Phone
LAND USE BREAKDOWN (Calculate to the Nearest Hundredth)
Total Acreage ?J /79.
Number of Single Family ResIdential Lots 30 Number of Multifamily Residential Lots 0
-.-
Number of Commercial Lots 0 Number of Industrial Lots 0
Smallest Lot Area ~O90 Average Lot Area '7100
Total Acreage in Open Space I. 74-' Fee In Lieu of Open Space --
Length in Public Streets /119 Total Acreage in Public Streets /. 7/
Length in Private Streets 0 Total Acreage In Private Streets 0
All of the information on the reverse side of this application is required to be filed at th~ time of final plat
submittal unless a written v..aiver from the planner or engineer accompanies the application. After this
office has received written acknowledgment from all departments required to sign the plat, the legislative
body will be so advised and a date for a pubEc meeting will be set for their consider2tion ,
, ~ n \J\()~
~ '~;\\
.'
City of YelJl.E COpy
November 4, 1998
105 Yelm Avenue West
PO Box 479
Yelm, Washington 98597
(360) 458-3244
Mr Steve Hatton, P.E.
Howard Godat & Associates
2708 Westmoor Court
Olympia, WA 98502
<) ~.. ~ hruJ.<-<P/c
dO) J(~
Re. Nisqually Estates
Dear Steve,
The Public Works Department has completed our review of the
Nisqually Estates plat and have developed the following punch list:
1 Street Trees - Cathie Carlson, our City Planner will be
talking to Kirk about this item.
2
Street name signs
approval.
in place prior to final plat
3 Remove sand from sidewalks - Wood & Son to complete
this item
4. Pedestrian pathway - to be completed prior to final
plat approval .
5 Finish sidewalk to "Rails to Trails" - to be completed
prior to final plat approval.
6. Street light at north entrance - to be installed prior
to final plat approval,
7 Wood fence along "McNaughton" property - fence to be
complet'ed prior to final plat approval as per
Anderson/MCNaughton agreement.
8. Bollards - the installation of bollards on the 'iRails
to Trails" to be completed prior to final plat approval
page 1 of 2
I)
Recycled paper
9 Replant buffer - the vegetation planted in the buffer
by Wood & Son has failed due to lack of water this
summer. Wood & Son is required to replant the damaged
area prior to final plqt approval.
10. Thurston County Parks and Recreation Department comments,
see attached
As time still permits prior to final plat approval, it is our
recommendation that the above referenced items can be completed
without the need to establish a bond.
If you have any questions please call my office at 458-8499.
Sincerely,
I~f-
Public Works Director
cc Kirk Harr, Harr Family Homes
Mike Wood, Wood & Son
Shelly Badger, CAO
Cathie Carlson, Planner
Tim Peterson, Public Works Supervisor
File
98-nisq6
page 2 of 2
~:~,,;~
ii~~~_
~~!l~""
'.~.",. ,,!.....,:
... '. '.'. .,....
'~:., . "":.~7fi.;~:.:. ",..'.:"'.
COLlNl1' COMM1SS10NER~
hKiy Wllsun
l )jstrkl <. )nc
\ )ianc Ohccqudl
I)l~tckl Two
I )Ick Nkhols
11lstril'l 111cL'C
THURSTON COUNTY
1ll\.~~.....I- -'.;q.:..- --...~
tllNl~ ltC'll
.
PARKS AND RECREATI6N DEPARTMENT
MEMORANDUM
Mkhad Wt'\\'(.'f
I )jCl'C\'C IC
FROM:
Tim P~lcrson
City (If Y~lm
Micha~l Welter f:!.i)/
Dirocwr
TO:
llA l'E:
OCluh~r 20, 1998
sunj Eel':
Ni.'\4ually Estales Project
Pcr our phone c(lnv~rsation this afwl1\oon, outlined hcl(lw is the punch list or il~ms the Nisqually Elilatcs
projc.ct developer needs l(l completc in order to meet th~ Park.s Department's rcquiremcnts along thc
Yehn-T~nin(l Trail'
I. Bollards need to he installed on both sides of the trail where access roads cross. Thesc
hollards, whieh meet the department's design spccitications, must he install<Xf in accordance
with thl~ trail design standards provided to Howard Gndat & Associates earlier this year.
2. Large wcks must be placed un hoth sides of the paved tI"clil surface, at each accc..~s road
crossing. tu prevent vehicles from accessing the trail corridor uutside the honards. The
contraClor shuuld contact Chuck Groth. Park Operations Manager, ut36(). 7B6-5595 ll>
schedule a ml.'Cling on site lo del1nc the number and ex.actlocation for Lhe placemem or the
rocks.
, Regulation ~rosswa.lks need to be placed on all the access roads where the tr'd.il crossc.<.;.
Pedestrian crossing signs also need to be installed. in accurdanc~ with adupted city or other
municipal road standards, on hoth sides of each of the aCOORS fUad croNllings to warn
dcvelopment residents of the traU crossing.
4. Atlllrcas which were cleared of ohstacle.~ and vegetatiun to cncet con."itl'Uctiun of the
developmcnt must be rc-vegetated and controlled tu prevent vehicle access. Again, COl1lacl
Chuck Gruth to mCct on site to dcline specifically these areas and the types of cunlrols
required to moot department standards.
Pleuse cull me if yuu have any questions. Thanks for your assista.nce in this matl.cr
26 t 7.A t llh (~l.. SW. ( )lympla, Wn.';hh\J.'Wll 9HS02 (160) 7H<V;S95/JoiAX (\60) 7lj4.29i6
TnD 0(0) 7S4,2I)11
.
~...!>
'" .
COUNTY COMMISSIONERS
Iudy Wilson
Distriot One
Diane OberqucIl
District l\vo
Dick Nichols
Distriot Three
RSTON COUNTY
ASH 1 N (i 'l'< c.f N
SlNCB Iln
P ARKS AND RECREATION DEPARTMENT
Michael Welter
Dirootor
FAX TRANSMISSION COVER SIlEET
DATE:
October 20, 1998
TIME:
12:00 pm
TO:
Tim Peterson
A.GENCY/OFFICE:
FAX NUMBER:
FRO~f:
City of Yelm
458-8417
Wchae1 Welter
2617-A 12th Court.SW
Olympia. W A 98502
Phone: (360) 786.. SS9S
FAX: (360) 754 · 2956
YOU SHOULD RECEIVE 1 PAGES, INCLUDlNGTHIS COVER SHEET. PLEASE CALL
360-786-5595 IF YOU EXPERIENCE TRANSMISSION PROBLEMS.
r.
1 copy to follow:
Yes 0
No rn
MMENTS:
'. I was going through the NlSqUally Estates trail crossing permits in order to make some revisions to the legal
oriptlons. ODe of the permit requirements is that ,cas_bunt" dl1J.}Vings onhe-Ilew BcceS~ roads and utiUt~ and
rJocatio",s must be prQ.yidecJ to tbe~arks Pepartment within s~ ((iO) rlays Ot CQ!l1plQf.ion of construction. I
Jot to add that requirement to the punch Ust items I sent yesterday. Could you please add it. Thanks.