HomeMy WebLinkAboutTHORNWOOD T I-I 0 R N W O O D HARRIS-McMONAGLE ASSOCIATES, INC.ENGINEERS-SURVEYORS RECORDED AS DOCUMENT NO. r2r)O30' S 7 4
SITUATED IN THE S. W. 1/4 OF THE N. W. 1/4 OF SECTION 10 12555 S.W. HALL BLvo.IGARD, OR 97223-6287 I HEREBY CERTIFY THAT THIS
TRACING IS AN EXACT COPY OF CENTERLINE CURVE TABLE
T
PHONE: (503) 639-3453 THE ORIGINA CODE DELTA RADIUS LENGTH CHORD CHORD BEARING
TOWNSHIP 2-SOUTH, RANGE 1 -WEST, WILLAMETTE MERIDIAN, FAX: (503) 639-1232 - A 16'24'30" 600.00 171 .83 171 .24 1 • ' "
CITY OF TIGARD, WASHINGTON COUNTY, OREGON �� S 5 33 44 E
REGISTERED A-1 11'00'00" 600.00 115.19 115.01 S 12'51 '29" E
BASIS OF BEARINGS AND BOUNDARY RESOLUTION PER. SN.28,640 PROFESSIONAL WILLi L. McMO E A-2 05'24'30" 600.00 56.63 56.61 S 21'03'44" E
LAND SU VEYOR B 18'45'25" 166.00 54.34 54.10 S 14'23'16" E
DATE: 2/13/2003 JOB No. 00-08 SCALE: 1 " = 40' N
- AMENDED BY 2003098281 �� /' ��� C 16'55'57" 166.00 49.06 48.88 S 13'28'32" E
SHEET INDEX . f o R E G o . i \ G 20'50'57" 166.00 60.41 60.07 N 78'01 '58" E
JULY 14, 1 . .7
WILLIAM L. McMONAGLE \ H 19 02 02 166.00 55.15 54.89 N 77'07'30" E
SHEET 1 LOTS 1 -15 AND 57-59, TRACTS 'A' AND 'F' > 8 0 8 w � E W
Q EXPIRES 12-31 -2004 \ y
W W
SHEET 2 LOTS 16-33 AND 51 -56, TRACTS 'A' AND 'G'
.1` HELD �� 0_ 0 3
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SHEET 3 LOTS 34-50, TRACTS 'A', 'B', 'C', D ,'E' AND H I t ' 1-1/2'ALUM. CAP IN MON. BOX
V7 "W.R.G. DESIGN INC.' REPLACES FORMER w W 10'
SHEET 4 SURVEYOR'S CERTIFICATE, DECLARATION, ACKNOWLEDGEMENT, N 3/4" I.P. 'WASH C.S. ' Y.P.C. S N
PER S.N. 23,997 AT STATION 126+18.29
PLAT NOTES, CONSENT AFFIDAVIT STATEMENT AND APPROVALS. ANGLE POINT NO. 10 Q W
NOT ON SECTION LINE 3/4" LR.F., Y.P.C. _
D HELD " "WASH C.S." S.N. 23,997
U1 O U N T A f N R O A p 5/8" I.R.F. Y.P.C. 1/2a.F. STA 13+13.91 P.O.T.
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N 86'38'31 E N 86- 38�31_E 117.13' - L N 86.38'31 E
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> TRACT A R=23.00' _?3:_ __--• zo o �: 4,803 SF o x 4,803 SF o N 9 N - p
Q_ 5/8" I.R.F. W Z 0 o o ry 6 N ^' O N 5,115 SF ^, o 03
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S w W I N S/8 I.R.F., Y.P.C. I
5/8* I.R.F. W ALUM. CAP STAMPED w
UM. CAP STAMPED /'w.R.G DESIGN INC.' B'S N 86'38'31" E _ -- -�--�- 0)
'w.R.G. DESIGN INC.' 1 ON LINE �.52.39' �• N 86'38'31",E �_ - �_ - N / "ALPHA ENG. INC."
I 36.85 _ 354.2fi w r (SN.25,839)
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W.R.G. DESIGN INC. 1 60 Y �, r vi in1.74' �,• 58 /0 r 15 0 4,700 SF o +� 1 'al ALPHA ENG. INC.'
ON LINE L=6 �� ') 5,005 SF a 11 o N 4,700 SF o N cn 5,191 SF ni 5,407 SF +v 5,920 SF
c. " 166. S86'27 26"W .W L=24.40'-� a, A �� 5,629 SF co _ _ cfl - (SN.25,839)
N 88'27 26 E R 0 51- N " B rn1 0 m
w W 2 w o N 86'38 31 E • 'o N m m N 86'38'31" E m m 0
1 o I 59 • 94.75' 6.78' I`? cn
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C,I •
0 4,955 SF o cj 7 23 _ _•� 50.00' 50.00 • • 9.94 w O 0
v' o Z in 5,787 SF •-- - 55.24 • • • � C71 0
LEGEND: DETAIL - NOT TO SCALE O o Zo I SEE NOTE 14 L=27.51' •• • " 43.91' 50.09' 55.30
I" '� r•i N 34'36'12" W ,` u Q N 86'38'31 " E • • • M QQ
M N 89'S0 41 W rn• DENOTES 5/8'IRON ROD FOUND AS NOTED C.R.I COUNTY ROAD NUMBER w N~ 1 15.50 rn cD s
LP!. IRON PIPE FOUND Z 50.00 7.50' SD•E• a,l.
�Q DBMS 5/8'x 30 IRON ROD SET WITH RED PLASTIC I.R.F. IRON ROD FOUND a ~ N89'41 'S3"W �W • o 1 6 HELD 5�>6'
CAP STAMPED 1KLMc. LS 808" OR AS NOTED 9 ° cn U• • • 3g 07 - S 8' I.R.F., Y.P.C. s9,
Y.P.C. YELLOW PLASTIC CAP r� S 7 6' 'L� • 'ALPHA ENG. INC." `S�
R.P.C. RED PLASTIC CAP w 17.00' 33.00' 96
S
O DENOTES POINT TO BE SET-REMAINING CO1ttR MONIlMENTATION R/W R1GF1T OF WAY 0 • -1?- \ • • 18
S
PER O.R.S. 92.07a 5/8' x 30' IRON ROD WITH RED CAP EX. EXISWG MOO' TRACT'A • 19 F'
STAMPED w.LMc. Ls.eoe, SET oN 3 - 12- s S.N. Z 5 6
SEE &NOES 0.96 AC 7.50' • O
III DENOTES POINT TO BE SET-REMAINING CORNER ENTA� S.D.E. SIC"' DRAINAGE EASEMENT I (SEE SHEET 2&3) SA 1 7 2
PER O.R.S. 92.070. 5/8'X 30' IRON ROD WITH RED PLASTIC CAP TO CITY OF TIGARD `
STAMPED w.LMc. LS.808. IN MONUMENT BOX ON CENTERLINE S.S.E. SANITARY SEINER EASEMENT .8.S. Zir QLrNOTES G'?4 J5 aseve V,gNO
OF RIGHT OF WAY SET ON 3- 12 - 03 TO cm OF T>GA D SEE SHEET 2
U.SA UNIFIED SEWERAGE AGENCY ¶ '4Y'w,S'if'Bi2 'LSD'.'
P.S.D.E. PRIVATE STORM DRAINAGE EASEMENT
LOT CURVE TABLE LOT CURVE TABLE LOT CURVE TABLE LOT CURVE TABLE
LOT CODE DELTA RADIUS LENGTH CHORD CHORD BEARING LOT CODE DELTA RADIUS LENGTH CHORD CHORD BEARING LOT CODE DELTA RADIUS LENGTH CHORD CHORD BEARING LOT CODE DELTA RADIUS LENGTH CHORD CHORD BEARING
1 20'57'12" 143.00 52.30 52.00 N 78'05'05" E 3 95'31'12" 23.00 38.34 34.06 S 38'52'55" W 57 08'20'20" 189.00 27.51 27.48 S 09'10'43" E 58 01'49'11" 189.00 6.00 6.00 N 68'31 '04" E
1 01'26'20" 189.00 4.75 4.75 N 68'19'39" E 3 06'16'40" 577.00 63.22 63.19 S 12'01 '01" E 57 08'58'50" 143.00 22.41 22.39 N 09'29'59" W 59 15'36'32" 189.00 51.49 51.33 N 77'13'56" E
2 13'39'07" 189.00 45.03 44.93 S 75'52'23" W 3 78'12'08" 18.00 24.57 22.70 S 54'15'25" E 58 09'46'35" 143.00 24.40 24.37 N 18'52'42" w TRACT 'B' 03'25'14" 189.00 11.28 11.28 N 86'44'49" E
2 96'22'21 " 18.00 30.28 26.83 N 34'30'46" E 15 108'05'13" 23.00 43.39 37.24 S 32'35'54" W 58 02'34'34" 623.00 28.01 28.01 N 22'28'42" W
2 05'35'00" 623.00 60.71 60.69 S 10'52'54" E 15 16'26'08" 189.00 54.22 54.03 N 13'13'38" W 58 72'10'05 18.00 22.67 21.20 N 5716'27" W
2 85'16'05" 23.00 34.23 31.16 N 50'43'27" W 15 04'16'08"_ 143.00 10.65 10.65 S 07'08'38" E 58 19'02'02"_ 143.00 47.50 . 47.29 S 77'07'30" W SHEET 1 OF 4
f
THORNWOOD HARRIS-McMONAGLE ASSOCIATES, INC.ENGINEERS-SURVEYORS on-.3 AS DOCUMENT NO. _ on-.37s'��l
12555 S.W. HALL BLVD. I HEREBY CERTIFY THAT THIS
SITUATED IN THE S.W. 1/4 OF THE N.W. 1/4 OF SECTION 10 TIGARD, OR 97223-6287 TRACING IS AN EXACT COPY OF LOT CURVE TABLE
PHONE: (503) 639-3453 THE ORIGINA
TOWNSHIP 2-SOUTH, RANGE 1 -WEST WILLAMETTE MERIDIAN, FAX: (503) 639-1232 LOT CODE DELTA RADIUS LENGTH CHORD CHORD BEARING
CITY OF TIGARD, WASHINGTON COUNTY, OREGON , 16 12'39'49" 143.00 31.61 31.54 S 15'36'36" E
REGISTERED WIL L. McMO LE 17 90'00'00" 18.00 28.27 25.46 S 66'56'30" E
BASIS OF BEARINGS AND BOUNDARY RESOLUTION PER. SN.28,640 PROFESSIONAL 17 13'24'08" 189.00 44.21 44.11 S 74'45'34" w
DATE: 2 13 2003 JOB No. 00-08 SCALE: 1 " = 40' LAND SURVEYOR 18 15'12'18" 189.00 50.16 50.01 S 89'03'47" W
/ / * AMENDED BY 2003098281 /- ''�� N 19 15'41'43" 189.00 51.77 51.61 N 75'29'12" W
• 1 �� 20 12'31 '01" 189.00 41.29 41.21 N 61'22'50" W
LEGEND: 0 R E G 0 A \ 20 6'28'30" 143.00 16.16 16.15 S 58'21'35" E
JULY 14 967 \ 21 12'08'16" 143.00 30.29 30.24 S 67'39'58" E
• DENOTES 5/8' IRON ROD FOUND AS NOTED C.R./ COUNTY ROAD NUMBER WILLIAM L. cMONAGLE
I.P.F. IRON PIPE FOUND 8 0 8 TIT „ E TRACT 'G' 9'00'29" 143.00 22.48 22.46 S 78'14'20" E
/Q DENOTES 5/8' X 30' IRON ROD SET WITH RED PLASTIC I.R.F. IRON ROD FOUND
CAP STAMPED 1M.LUc. LS. 808' OR AS NOTED Y.P.C. YEllOW PLASTIC CAP EXPIRES 12-31 -2004 22 7'06'06" 143.00 17.72 17.71 S 86'17'38" E
R.P.C. RED PLASTIC CAP INV 29 7'50'57" 189.00 25.89 25.87 S 85'55'13" E
O DENOTES POINT TO BE SET-REMAINING CORNER MONUMENTATION R/* RIGHT OF WAY '- 30 15'47'56" 189.00 52.12 51.95 S 74'05'47" E
PER O.R.S. 92.070. 5/8' X 30' IRON WITH CAP Ex' EXITING 31 1 1'04'29" 189.00 36.53 36.48 S 60'39'34" E
STAMPED 1v.LMc. LS.808; SET ON3 - I� °- s.N. SURVEY NUMBER CENTERLINE CURVE TABLE 'S „
€ CENTERLINE 31 8'27 00 143.00 21.09 21.07 N 59'20 50 W
• DENOTES POINT TO BE SET-REMAINING CORNER MDMIMENTATION S.D.E. STORM DRAINAGE EASEMENT CODE. DELTA RADIUS LENGTH CHORD BEARING 32 20'56'13" 143.00 52.25 51.96 N 74'02'26" W
PER O.R.S. 92.070. 5/8' X 30' IRON ROD WOH RED PLASTIC CAP TO CITY OF TIGARD E 56'49'10" 166.00 164.62 157.96 S 83'31 '55" E 33 27'25'58" 143.00 68.47 67.82 S 81'46'29" W
STAMPED "W.LMc. LS.808' IN MONUMENT BOX ON CENEERLJNE S.S.E. SANITARY SEWER EASEMENT -OF R►GHT OF WAY SET ON 3- 12 - 03 TO CITY OF TIGARD F 34'43'21 " 166.00 100.60 99.07 S 72'29 00„ E 33 90'00 00» 18.00 28.27 25.46 S 23'03 30" W
USA.
,3.54 - aeNo7z5$ $'ss scAr6Gr',9No UNIFIED STO RM D AGENCY 56 8'35'37" 189.00 28.35 28.32 S 17'38'41 " E
P.S.D.E UNIFIED STORM RA GOI EASEMENT
•Se4W44151ER "L56108" •• SEE SHEET 1 NELD
5 5/8- L.R.F., Y.P.C.
8 •, 15 14. 1 1 2 1 1 10 ;ALPHA ENG. INC.'
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rj 6 %UPFfA ENG. INC.' 6,...
, ALPHA ENG. INC.'
Olt 1 96i 1 23- :.v30 " 03 1 Q 3 N A9 s0-• BENT TIED SPIN AL ( 5,839)
x a z• i 7.50' N 86'38 31 E V cv .•� 95.72' o) 5,150 SF v„ 19 p 3 c`' (SN.25,839)„ (141.33)
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10 U. -, c,+ O �jl \ �, 4,987 SF cJ O b
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(f► C3:vs 3 3 , Z 0 w Q ' O
12.30 1
CO o 2 * 6$ 00 o r, ' R=18.00' v) 0 3 3
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L=17.72
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ZZ � � 0I
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~ H. o w q SEE NOTE a Z LA o, /a•0 O'/ ` TA • L=28.27' w rn ��3 66 p0 - - N 89'50 41 W _ 10.00�/ o
Z co r- o / 5 10% 7.50' U, \ a� , 4.? 6'6'3• F" 1 .` 182.40 M i�• O
DJ • j o. v' rn w 7 N� SW THORNWOOD DR N
a o TRACT 'A' N� 53 33 0 0 32 °9' o �,Sz �2 00 ' 0 : o
CC 0 c� 0.96 AC 5,350 SF • 4 y 8,474 SF o .- 5,268 SF 24.1 s b 50.00' 53.50' 54.57'
cr_ „ 11 o rn Q, L=25.89 oFF L1�
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if,
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28 \tisr° ��ti 503�° 12.2 9s.
5.00' -I �-
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SEE NOTE 3� ��'c�o0 F�FNl \! 3 6 3 7 3 8 3 9 o
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TRACT C _ 1 SHEET 2 OF 4
4-B.S,,
T H O R N W O O D HARRIS-McMONAGLE ASSOCIATES, INC.
ENGINEERS-SURVEYORS RECORDED AS DOCUMENT NO. a00 30.376%.2
SITUATED IN THE S. W. 1/4N.W. /4 OF SECTION 10 12555 S.W. HALL BLVD. I HEREBY CERTIFY THAT THIS
OF THE N. PHONE: (503)OR 7639-3453 223-6287TRACING IS AN EXACT COPY OF CURVE TABLE LOTS 34-50 SHEET 3
TOWNSHIP 2-SOUTH, RANGE 1 -WEST, WILLAMETTE MERIDIAN, FAX: (503) 639-1232 THE ORIGIN PLAT.
CODE DELTA RADIUS LENGTH CHORD BEARING
CITY OF TIGARD, WASHINGTON COUNTY, OREGON ' ti� � 34 49'56'51" 143.00 124.66 120.75 S 46'54'56" E
BASIS OF BEARINGS AND BOUNDARY RESOLUTION PER. SN.28,640 REGISTERED WILLI L. McMONAG 35 17'57'20" 143.00 44.81 44.63 S 80'52'01 " E
PROFESSIONAL 46 12'25'07" 189.00 40.97 40.89 S 83'38'07" E
DATE: 2/13/2003 JOB No. 00-08 SCALE: 1 " = 40' LAND SU VEYOR 47 13'39'42" 189.00 45.07 44.96 S 70'35'43" E
el/7,4 "• �/ N 48 13'39'42" 189.00 45.07 44.96 S 56'56'01 " E
49 13'39'42" 189.00 45.07 44.96 S 43'16'19" E
-X- AMENDED BY 2003098281 O R E G 0 N \ 50 13'39'42" 189.00 45.07 44.96 S 29'36'37" E
LEGEND. JULY 14, 19
LWILIIAM L. McMONAGLE1110
TRACT 'A' O'50'15" 189.00 2.76 2.76 S 22'21'38" E
• DENOTES 5/8' IRON ROD FOUND AS NOTED C.R.I COUNTY ROAD NUMBER S O 8 if 1 -�= E
I.P.F. IRON PIPE FOUND EXPIRES 12-31 -2004
DENOTES 5/8'X 30' IRON ROD SET WITH RED PLASTIC I.R.F. IRON ROD FOUND CENTERLINE CURVE TABLE
CAP STAMPED 'WLMc. LS. 808' OR AS NOTED Y.P.C. YELLOW PLASTIC CAP \\ %
R.P.C. RED PLASTIC CAP CODE DELTA RADIUS LENGTH CHORD BEARING
O DEMTES POINT TO BE SET-REMAINING CORNER MONUMENTATION a a war 5, D 6 7'54'1 1 " 166.00 196.73 185.42 S 55'53'3 6" E
PER O.R.S. 92.070. 5/8'X 30' IRON ROD WITH RED PLASTIC CAP S.N. SURVEY NUMBER
STAMPED '1M.LMC. LS.808', SET ON 3 - 12- 03
f CENTERLINE FIRE ACCESS EASEMENT LINE TABLE
• DENOTES POINT TO BE SET-REWJMNG CORNER MONUMENTATION S.D.E STORM DRAINAGE EASEMENT
PER O.R.S. 92.070. 5/8' X 30'IRON ROD %WTN RED PLASTIC CAP TO CITY OF 11GARD CODE LENGTH BEARING
STAMPED 'W.LMc. LS.808' IN MONUMENT Box ON CEWTERLNVE S.S.E. SANITARY SEWER EASEMENT 1 32.31 ' S 00'09'19" W
OF RIGHT OF WAY SET ON 3 - 12 -03 TO CITY OF TIGARD 2 22.32' N 25'21'02" E
U.SA UNFlED SEWERAGE AGENCY
.•. DENOTES INI POINT P.S.D.E PRIVATE STORM DRAINAGE EASEMENT 3 22.49' N 49'32'27" E
4 67.00' S 00'09'19" W
35-0 OENoreS QRASS sc ze41,#vO
.%'"a-ic, ' "45 808."
SEE SHEET 2 ' \a SEE SHEET 2
35
31
5/8' I.R.F. CO �• o, 10.00'
W/Y P.C. STAMPED p -7
W.R.G. DESI ONLINE, • PR\Q S 0j -. "- 30 29 28 2 / 26
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I S AD 0 N ► N I V !
_ W.I 6. DESIGN INC.' " ! 4j O 45 0 • 1 1
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�` NO.5 OF AFFIDAVIT `�' 50.00' S4.50' f7 5O' 1 N.915.
GC 22-094 112.00' TRACT �E� 11,920 SF 72 00' 12.00' SEE NOTE 159.03' 76.20' 66.42' 20.80' 29.20' S0.00' 50.00' 20.43' 34.07 53.50' (SN.9153)
INITIAL POINT �f �i i f� _ f� _ `
N 644,527.562 9 ' I 0 HELD 160.00' 5 8'I.R.F. 3/41.P.F. DOCUMENT N0. N 644 508.910
E 7,610,087.746 POINT > » / • GRID
' 3-INITIAL ALUM. DISC IN CONC. �� N 8 9° 5 0 41 W 719 . 6 N/0.19 F ��,� I S-0.08' (p 2�')4 ` 86-054292 / E 7,61 d,8o7.072
3 8 1/4 CORNER 9-10 INSCRIBED
1992'WASHINGTON COUNTY SURVEYOR' p�� SN.25,839 (719.74') 51 OC 25. 25'
COMBINED GRID AND 1992 PER B.T. BOOK 7, PAGES 77-80 (6�' INITIAL POINT TO SE BOUNDARY CORNER �1<I QP -I 50.00' EASEMENT FOR ROAD
0.99987317TOR T2S R1W 0• GRID BEARING AND DISTANCE N 88'30'53" W 719.558' c0/ c�h1 AND UTILITIES TO THE PUBLIC
� • � � BY BOOK 631, PAGE 645;
e=O 1'38'06.471" GRID INITIAL
BEARINGPOINT
AND DISTANCE LLN To7'�0G�" W2 5003.936' pG����'\ ����0 ���00 BY AND
800K TIGARD55 WATER PAGE 472.
DISTRICT
PLAT BEARING AND DISTANCE N 63'22'27" W 5004.571' OpG\�
SHEET 3 OF 4
H o R N w o o a PLAT CONSENT AFFIDAVIT:
T TWO SUBDIVISION PLAT CONSENT AFFIDAVITS FROM U.S. BANK, N.A.,
RECORDED AS DOCUMENT NO. A04&h•375'..,71/
SITUATED IN THE S. W. 1/4 OF THE N. W. 1/4 OF SECTION 10 . NUMBER (467).. O.3TRUST
7S-�T AND DOCAVE UMENTDOC UMENT EEN RNUMBEDED IN DOCUMENT
R r-,ZDr1 3O a7.5'.G
TOWNSHIP 2-SOUTH, RANGE 1 -WEST, WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON DEED RECORDS.
CITY OF TIGARD, WASHINGTON COUNTY, OREGON REGISTERED
REMAINING CORNER MONUMENTATION: PROFESSIONAL I HEREBY CERTIFY THAT THIS
BASIS OF BEARINGS AND BOUNDARY RESOLUTION PER. SN.28,640 IN ACCORDANCE WITH O.R.S 92.070, THE REMAINING CORNERS OF THIS LAND SURVEYOR TRACING IS AN EXACT COPY OF
i THE ORIGINA PLAT.
DATE: 2/13/2003 JOB No. 00-08 SUBDIVISION HAVE BEEN CORRECTLY SET WITH PROPER MONUMENTS. 0/ � ��/��»•� /�
AN AFFIDAVIT HAS BEEN PREPARED REGARDING THE SETTING OF SAID r /`�G♦� ~%
MONUMENTS AND IS RECORDED IN DOCUMENT NO. 2003098281 ' OREGON
HARRIS-McMONAGLE ASSOCIATES, INC. WASHINGTON COUNTY DEED RECORDS. WILLIAM L. McMONAGLE
s� JULY WILLI L. McMON E
ENGINEERS-SURVEYORS APPR D THIS f DAY OF Av V Sf , 2003. 8 0 8
• 12555 S.W. HALL BLVD.
EXPIRES 12-31 -2004
TIGARD, OR 97223-6287 �(/�j
. Cictaid
PHONE: (503) 639-3453 AS INGTON COUNTY SURVEYOR
FAX: (503) 639-1232
SURVEYORS CERTIFICATE:
I WILLIAM L. McMONAGLE, HEREBY CERTIFY THAT I HAVE CORRECTLY PLAT NOTES: CITY OF TIGARD APPROVALS:
SURVEYED AND MARKED WITH PROPER MONUMENTS, ALL LOT, TRACT nt
CORNERS AND BOUNDARY LINE CHANGES IN DIRECTION THE LAND 1. IN ADDITION TO OTHER EASEMENTS AS SHOWN OR NOTED, THE APPROVED THIS �3 DAY OF Mav , 2003.
REPRESENTED IN THE ANNEXED SUBDIVISION PLAT AND AT THE INITIAL FRONTAGE OF ALL LOTS AND TRACTS ABUTTING THE PUBLIC RIGHT OF WAY (�
-1 ALUMINUM DISK IN CONCRETE MARKING ARE SUBJECT TO A 10.00 FOOT WIDE EASEMENT FOR PUBLIC AND BY: (l P • iL ��-•--
POINT I FOUND A 3-1/4-INCH PRIVATE STORM DRAINAGE FACILITIES, PUBLIC SIDEWALKS, SANITARY
THE ONE-QUARTER CORNER BETWEEN SECTIONS 9 AND 10, TOWNSHIP 2 SEWERS, WATER SUPPLY, AND OTHER PUBLIC AND PRIVATE REGULATED UTILITIES. A 2.50' FOOT WIDE LANDSCAPE EASEMENT �
C ENGINEEfj
SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN; THENCE ALONG
THE EAST LINE OF THE DULY RECORDED PLAT OF "ARLINGTON HEIGHTS" ABUTTING THE RIGHT OF WAY LINE IS PROVIDED FOR THE BENEFIT APPROVED HIS 3 DAY OF Gv�/G� 2003.
AND ARLINGTON HEIGHTS No. 2", N 00'18'07" E 764.85 FEET TO THE OF THE CITY OF 1TGARD. /�,1: /1.1C.�K
SOUTHERLY 20 FOOT RIGHT OF WAY LINE OF S W BULL MOUNTAIN ROAD; BY:
THENCE ALONG SAID SOUTHERLY LINE, N 86'38'31" E 504.50 FEET TO THE 2. TRACT "A" IS SUBJECT TO AN OPEN SPACE EASEMENT FOR THE BENEFIT OF /COMMUNITY DEVELOPMENT DIR CTOR
NORTHWEST CORNER OF THAT LAND AS DESCRIBED IN DEED DOCUMENT THE CITY OF TIGARD AND A PUBLIC PEDESTRIAN EASEMENT, OVER ITS ENTIRETY.
No. 96-108714; THENCE ALONG THE WEST LINE AND SOUTH LINE OF LAST . TRACT 'B': THE WEST 30 FEET IS SUBJECT TO AN INGRESS, EGRESS AND
SAID DEED THE NEXT 5 COURSES AND DISTANCES, S 00'18'25" W 150.73 3UTILITY EASEMENT AS SHOWN ON THE PLAT, FOR THE BENEFIT OF THE WASHINGTON COUNTY APPROVALS: /
FEET; THENCE S 09'22'04" E 84.19 FEET; THENCE S 02'30'56" E 55.00 FEET; OWNERS OF TRACTS 'C' AND 'D'. 4 �/ ►'z !�l 2003.
THENCE S 50'53'55" E 76.59 FEET; THENCE S 89'41 '35" E 141.17 FEET TO THE APPROVED THIS i2 DAY OF /�/ 4
SOUTHEAST CORNER OF LAST SAID DEED BEING ON THE WEST LINE OF 4. THE NORTH 230.00 FEET OF TRACT "B" IS SUBJECT TO AN INGRESS AND WASHINGT N COUNTY SURVEYOR
THAT LAND AS DESCRIBED IN DEED BOOK 1010 PAGE 515; THENCE ALONG EGRESS EASEMENT FOR THE BENEFIT OF TRACT 'A', AS WELL AS A PUBLIC
THE WEST LINE OF LAST SAID DEED S 00'29'28" W 458.56 FEET TO THE PEDESTRIAN ACCESS EASEMENT TO AND FROM TRACT 'A'. BY:
SOUTHEAST CORNER OF THAT LAND AS DESCRIBED IN DEED DOCUMENT 5. TRACT 'C' IS SUBJECT TO A 15 FOOT WIDE INGRESS, EGRESS, AND UTILITY
No. 96-108714; THENCE ALONG THE SOUTH LINE OF LAST SAID DEED EASEMENT ABUTTING THE WEST LINE, FOR THE BENEFIT OF TRACT 'D'.
N 89'50'41 " W 719.65 FEET TO THE INITIAL POINT. APPROVED THIS /1+h DAY OF I Y) R,C F-1 , 2003.
CONTAINING: 11 .39 ACRES. 6. TRACTS "F", "G", AND "H", ARE TEMPORARY VEHICLE TURNAROUND LOCATIONS. WASHINGTON COUNTY BOARD OF COMMISSIONERS
THE TEMPORARY STATUS OF THESE TURNAROUND SHALL TERMINATE UPON THE ��
PER ORS 92.070 (PAR. 2) THE POST-MONUMENTATION OF THE REMAINING EXTENSION OF THE ROADS TO WHICH THEY SERVE OR UPON ACCEPTANCE OF BY: ` 7 /` /`'�' S
MONUMENTS IN THIS SUBDIVISION WILL BE ACCOMPLISHED WITHIN 90
AN ALTERNATIVE FIRE ACCESS BY THE GOVERNING JURISDICTIONS. THE r
CALENDAR DAYS FOLLOWING THE COMPLETION OF PAVING MAINTENANCE RESPONSIBILITY OF THESE TRACTS IS SET FORTH IN THE TAi
IMPROVEMENTS OR ONE YEAR FOLLOWING THE ORIGINAL PLAT COVENANTS, CONDITIONS AND RESTRICTIONS FOR THORNWOOD AS RECORDED APPROVED THIS 3 DAY OF G� 2003.
RECORDATION WHICHEVER OCCURS FIRST IN ACCORDANCE WITH ORS 92.060 IN DOCUMENT NO. �Qm.3D,3 7'J'� 7 DIRECTOR OF ASSESSMENT AND TAXATION
7. TRACTS "B", "C", "D", AND "E", ARE NOT SUBJECT TO THE (WASHINGTON COUNTY ASSESSOR)
DECLARATION: COVENANTS, CONDITIONS AND RESTRICTIONS OF THORNWOOD. ......
A. v
BY:
o=i4
KNOW ALL MEN BY THESE PRESENTS THAT VENTURE PROPERTIES INC. AN 8. LOTS 1 THROUGH 9, SHALL NOT BE ALLOWED DIRECT MOTOR oo
OREGON CORPORATION DOES HEREBY MAKE, ESTABLISH AND DECLARE VEHICLE ACCESS TO OR FROM S.W. BULL MOUNTAIN ROAD '• r': e
THE ANNEXED MAP OF " THORNWOOD " AS DESCRIBED IN THE UNLESS OTHERWISE GRANTED BY THE GOVERNING BODY = ' i nvir�, ', ;.
CERTIFICATE A TRUE MAP AND PLAT HAVING JURISDICTION OF SAID ROAD. 141.0 • t ATTEST THIS /• J DAY OF (.Lt`Gil. , 2003.
ACCOMPANYING SURVEYORS
' '• ' DIRECTOR OF ASSESSMENT AND TAXATION
THEREOF; ALL LOTS AND TRACTS BEING OF THE DIMENSIONS SHOWN AND ��N� ��`
9. ALL LOTS AND TRACTS, "A", "F", "G", AND "H", ARE SUBJECT TO • ;'•. J!':'.y�' EX-OFFICIO COUNTY CLERK
THEY DO HEREBY DEDICATE TO THE PUBLIC, AS PUBLIC WAYS FOREVER THE COVENANTS, CONDITIONS, AND RESTRICTIONS AS 4: •'
ALL STREETS, AND HEREBY GRANT ALL EASEMENTS SET FORTH FOR THE ��.C•,.•'��•
USES STATED AND AS SHOWN OR NOTED ON SAID MAP. RECORDED •
IN DEED DOCUMENT No. �D(J�Q.�75"a7 BY:yc2.77.ze.e) Lx-Lur-p-7
10. LOTS 32 AND 33 ARE SUBJECT TO A 10.00 FOOT WIDE PRIVATE STORM DRAINAGE DEPUTY
TRACTS "B", "'C", "D", "E", "F", "G", AND "H", SHALL BE OWNED BY EASEMENT AS SHOWN, FOR THE COMMON BENEFIT OF LOTS 31, 32 AND 33.
THE DECLARANT, THEIR SUCCESSORS OR ASSIGNS. THE MAINTENANCE FOR THE DRAINAGE SYSTEM IS SET FORTH IN THE
TRACT "A" IS HEREBY CONVEYED TO THE CITY OF TIGARD. THORNWOOD COVENANTS, CONDITIONS AND RESTRICTIONS. STATE OF OREGON )
COUNTY OF WASHINGTON ) SS
11. LOTS 36 THROUGH 40, ARE SUBJECT TO A 10.00 FOOT WIDE PRIVATE
STORM DRAINAGE EASEMENT, AS SHOWN FOR THE COMMON BENEFIT OF I DO HEREBY CERTIFY_Tni THIS SUBDI !SION PLAT, WAS RECEIVED FOR
BY: LOTS 26 THROUGH 30. THE MAINTENANCE FOR THE DRAINAGE SYSTEM IS RECORD ON THIS /- DAY OF l>43
KELLY RITZ, PRESI NT VENTURE PROPERTIES INC. SET FORTH IN THE THORNWOOD COVENANTS, CONDITIONS AND AT o2: a 3 O'CLOCK P M, AND R CORDED IN THE COUNTY CLERK
RESTRICTIONS. RECORDS.
ACKNOWLEDGMENT: 12. THIS SUBDIVISION IS SUBJECT TO THE CONDITIONS OF '
APPROVAL PER THE CITY OF TIGARD CASE FILE BY: u aej ��.e
/17
STATE OF OREGON ) No. SUB 2000-00006. SLR 2000-00014. DEPUTY COUNTY C K ,
COUNTY OF WASHINGTON ) SS. 13. THE ONE-QUARTER SECTION CORNER COMMON TO SECTIONS 9 AND 10,
L' THE INITIAL POINT OF THIS SUBDIVISION, LOCATED AT THE SOUTHWEST
ON THIS L s DAY OF , 2003 CORNER OF "TRACT E", IS A PUBLIC LAND SURVEY CORNER. THIS
BEFORE ME, A NOTARY PUBLIC IN AND FOR SAID STATE AND COUNTY, CORNER MONUMENT AND ALL OF ITS ACCESSORIES SHALL BE PROTECTED STATE OF OREGON )
PERSONALLY APPEARED KELLY RITZ, WHO BEING DULY SWORN DID AND PRESERVED AT ALL TIMES . ACCESS TO SAID CORNER OVER TRACTS "A", COUNTY OF WASHINGTON ) SS
SAY THAT SHE IS PRESIDENT OF SAID VENTURE PROPERTIES INC. AN "B" AND "E" FOR SURVEYING PURPOSES SHALL BE ALLOWED AT ALL TIMES.
OREGON CORPORATION, AND THAT SAID INSTRUMENT WAS SIGNED IN I DO HEREBY CERTIFY THAT THIS TRACING IS A COPY CERTIFIED TO ME,
BEHALF OF THE CORPORATION AND SHE ACKNOWLEDGED SAID 14. LOT 59 IS SUBJECT TO A 5.00 FOOT WIDE EASEMENT ABUTTING THE WEST BY THE SURVEYOR OF THIS SUBDIVISION PLAT, TO BE A TRUE AND EXACT
INSTRUMENT TO BE A FREE ACT AND DEED. LOT LINE, FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF COPY OF TU ORIGINAL, THAT IT WAS RECORDED ON
"D" � DAY OF �Q./� Gl 3 AT o2-'a 3
TRACTS B , C , AND AS WELL AS FOR PUBLIC PEDESTRIAN ACCESS THE . �
/
TO AND FROM TRACT 'A'. O'CLOCK P M, IN THE COUNTY CLERK RECORDS.
Ai . ...law .1 a_A 1141, QoQ J
NOTAR R COMMISSION N0. 31�0-1 15. TRACT "E" HAS BEEN CONVEYED TO THE OWNERS OF LOT 38, ARLINGTON BY: �1r7-r 1, !) [ �C'�
• iii HEIGHTS, BY DOCUMENT NO. a0(13o,375 WASHINGTON COUNTY DEPUTY COUNTY CLE��
C . SHEET 4 OF 4
LA `t _ 1 I h _� 1L� DEED RECORDS.
NOTARY PU 1 LIC - OREGON MY COMMISSION EXPIRES' 4
Washington County,Oregon 2003-098281
06/18/2003 07:33:52 AM
D-AIM Cnt6+ Striae A DUYCK
�t RABBIS - McMONAGLE u so $++.00•total•$zz o0
/A ASSOCIATES, INC.
�y ENGINEER
S -
SURVEYORS 00361019200300982810010011
I,Jerry Hanson,Director of A mint and Taxation ya,:
12555 SW HALL BLVD. and Ex-0Ricio County Clerk for Washington County
Oregon,do hereby certify that the within instrument of ,,
TIGARD, OREGON 97223 renting was received and recorded in the book of ; + •
records of said county. 'I ,,serys r
Date:May 27, 2003 Jerry It uese
Hanson,Director ment and Taxation, # ,
Ex.Officio County Clerk
REMAINING CORNER AND
CENTERLINE OF ROAD MONUMENTATION AFFIDAVIT
I, William L.McMonagle,P.L.S. #808,being first duly sworn,do hereby say that in accordance with ORS 92.070, I have
correctly surveyed and marked with proper monuments,the interior property corners and centerline of road points as indicated on
the plat of"THORNWOOD"as recorded in document No. 2003-037524 records of plats of Washington County. Said corners
were set on March 12,2003.
The following corrections to said plat are necessary and are as follows:
1. Lot 1. Due to construction the NW corner has been replaced with a 5/8"x30"iron rod with Red Plastic Cap
"WLMc LS 808".
2. Lot 8, due to a fence, 5/8"x 30"iron rods with Red Plastic Caps "WLMc LS 808"were set on a 2.00 foot offset
on the side lot lines from the NW and NE corners thereof.
3. Lot 17, due to a concrete sidewalk,the curve return monument on SW Thornwood Dr. has been replaced with a
Brass Screw and Washer"LS 808". 9,E.& 1 CCJ/z /z 7) / y
4. Tract 'C', due to a concrete sidewalk,the NE corner monument has been replaced with a Brass Screw and
Washer"LS 808".
5. Tract `D',due to the owner having placed concrete over the monument,which is just under the surface and they
prefer to have it this way no corrections were made.
REGtITERED
�� -' pROFESStONA1- j
NOTARY STATEMENT:
State of Oregon rAw �7i��''
County of Washington % �+�
Subscribed and sworn to before me ,O R E G;O
Jt1t.Y r
this 2 S day of MAY ,2003. t11JM L e
6 (/ fig+. H OFFICIAL H SEAL ..
.��`��' CHERRY H PAGORE xpires: 12-31-04
NOTARY PUBLIC-OREOON
®ri
Notary Public for Oregon s' COMMISSION! NO.3504.10
MY COMMISSION EXPIRES NOV 3,200J
Cherry H. Moore,Notarial Office .
My commission expires on ///3/05-
COUNTY SURVEYOR APPROVAL
Approv s/, y of c v y1 e ,2003,in accordance with ORS 92.070(4)
Kenneth A. Bauer,P.L.S.
Washington County Surveyor