HomeMy WebLinkAboutRTP Phase 2 FOHEDLD2AS INORTHRQBRASS DISK IN MONMENT BOX UARTER CORNER OFUS SECTION 6 TOLL BROTHERS AT RIVER TERRACE NO. 2PER RECORDED AS DOCUMENT NO. �Zs p2�n b�c'�
LOCATED IN THE CENTER OFT SWENTRY
5THO18-016 AVENUE A REPLAT OF A PORTION OF PARCEL 1, PARTITION PLAT NO. 2017-014 AND UNPLATTED LANDS CURVE TABLE
CITY OF TIGARD GPS CONTROL POINT GC14-326 NAD 83(91) LOCATED IN THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, CURVE RADIUS LENGTH DELTA CHORD BEARING
NORTHING: 652862.854 CITY OF TIGARD, WASHINGTON COUNTY, STATE OF OREGON
EAS11NG: 7597186.231 C1 354.00' 41.22' 6'40'19" 41.20' S68'44'44"E
i. \-COUNT CONVERGENCE: -1'40'17.0981" SURVEYED: AUGUST 28, 2024
G 1ST S�G COMBINED FACTOR: 0.999905217825 C2 14.00' 23.48' 96'04'49" 20.82' N66'33'01"E
0 31 cn C3 14.00' 17.46' 71'27'55" 16.35' 51713'21"E
Q 1 0 -c FOUND 3-1/4" ALUMINUM DISK
o 3 4HELD AS NORTHEAST CORNER OF SECTION 7 C4 354.00' 42.86' 6°56'11" 42.83' S49'29'13"E
6 PER U.S.B.T. ENTRY 98-019
N26'01'55"W LOCATED AT THE SW CORNER OF RESIDENCE 13965 SW FLORENTINE AVENUE
O�`O 5971.00' C5 271.00' 210.15' 44°25'51" 204.93' S68'14'03"E
�1, COU CITY OF TIGARD GPS CONTROL POINT GC22-141 NAD 83(91)
2S1 TNORTHING: 647419.245 INT. FEET C6 246.00' 84.01' 19'34'01" 83.60' N22'16'29"W
EASTING: 7599638.615 INT. FEET
( 0rULo
'p�4eloG� CONVERGENCE: -1'39'51.146" C7 304.00' 14.25' 2'41'06" 14.24' N30'42'56"W
66 5 COMBINED FACTOR: 0.99989153
3 m C8 14.00' 17.04' 69'44'33" 16.01' N6414'40"W
qv-N00'06'00"E
2638 79' p�-ss'��,,c 7 8 C9 14.00' 23.41' 95'47'39" 20.77' N32'59'14"E
1 1993
-- p� C10 304.00' 79.33' 14'57'07" 79.11' N07'26'02"W
SHEET INDEX covN�72sus- C11 296.00' 21.89' 414'13" 21.88' N88'19'55"W
1. PLAT BOUNDARY _ I-I FOUND 5/8" IRON ROD WITH
CURVE TABLE ARBOR POINTE NO. 2 MEYERS FARM SEE DETAIL-2 to w /
COUNT YELLOW PLASTIC CAP INSCRIBED
SON FULTO ySG DOCUMENT NO. ON SHEET 5 - Z 16 "G&L PLS 1989" INSIDE A 3 "
2. LOTS 21-39 G p`N ,Q 84 83 2007-007212 23 22 21 20 19 18 17 /4
TRACT C Z Jac) INITIAL POINT N89'53'32"E 1317.77' --- IRON PIPE INSIDE A 2" IRON PIPE
CURVE TABLE co •S - • N00�02'31"E - Q HELD AS THE ACCEPTED
Q o 86 \N89'53'32"E 176.59 1 1
3. LOTS 40-49 7 8 S89'53'32"W 249.61' �•/ • • 0.09' 1 • t ( CENTER-WEST 1/16TH CORNER
2 360.12' 405.45' _ __ AND THE SOUTHEAST CORNER OF
TRACT D U o 4 LOT 16, PLAT OF "MEYERS FARM",
CURVE TABLE 3 Sri
� 1993 � a ,O PER SAID PLAT
pjGc� ly
19 20 21 22 23 a �} PARCEL 2 N09'06'57"W oI TRACT H
4. LOTS 50-89 y�8-g/Z !� o PARTITION PLAT ,1, �, N89'S3'32"ETRACTS E, F, AND G OUNTY » tG % •
DETAIL-1
CURV TABLE JNO0 06 28 W LO o in
NO. 2017-014Po S80 53'03"W Z• 126.00'
FOUND 3-1/4" ALUMINUM DISK IN CONCRETE 155.00' SW EVERTON STREET N N89'53'32"E o 18.04' C9 L1079.33'
HELD AS EAST 1/4 CORNER OF SECTION 7 N89'S3'32"E
5. LOTS TRACT H 96 PER U.S.B.T. ENTRY NO. 118 BOOK 7 PAGE 395 14.68' 1 �41.58N89'S3'32"E 360.12' 1 Z . • •L=23.41 C7
DETAIL-2 • //`� • L=14.25'
CURVE TABLE 2 2 \ • 318.54 C8 10
C6
18 24 32 PORTION OF L=17.04' L=84.01'
6. SURRATIO�RR''S CERTIFICATE PARCEL 3
DOCUMENT NO.
PORTION OF PARCEL 1 N 89'33'01"E
PLAT NOTES PARTITION PLAT 2022-035087
17 25 I 33 NO. 2017-014 178.92'
7. DECLARATION I U N00.26'59"W 30 31
ACKNOWLEDGEMENT w < 90.00'� SiI•
REMAINING CORNER MONUMENTATION D Q 16 26 CC 34 N
CITY OF TIGARD APPROVALS Z W CC 0) ° , » 94 95 96
La _cn U i0 Li nj N 89 33 01 E
WASHINGTON COUNTY APPROVALS > ct Q N I- rn 11.00'
Q = � 15 6M 27 3 35 re) JI
I
I-- -o ~ � � IOJ w -
LEGEND m Lu 14 m 3 28 36 b SW ROSLYN LANE LOT 4
� Lz o � U, o
N
0 SET 5/8" X 30" IRON ROD WITH ORANGE PLASTIC CAP 0 13 ca 29 w 37 O N U
INSCRIBED "PACIFIC COMMUNITY DESIGN" Q N N Cl 93 92 91 90 Z Or
SET ON: AUGUST 28, 2024 m O w
0 L=41.22' > ao
co
A FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP 12 30 I 38 C2 I PORTION OF PARCEL 2 I-
INSCRIBED "PACIFIC COMMUNITY DESIGN" L=23.48' DOCUMENT NO. tD W
HELD PER PLAT OF "TOLL BROTHERS AT RIVER TERRACE" " 2022-035087 p - co
DESTROYED DURING CONSTRUCTION, 11 31
39 -S71 29 24 E 0 86 87 88 89 in
co
RESET 1" DIAMETER BRASS DISK INSCRIBED " N89'33'01"E Z v3i I N"PACIFIC 57751 LS FLUSH WITH CONCRETE J 50.00' Si8 30 36 W
SET ON: AUGUST 28, 2024 - •• • )• 17.02' 9.67' / _ p
• FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP SW PERTH ROAD 2 - 2 3 • C3 _ _ co
N
1 INSCRIBED "PACIFIC COMMUNITY DESIGN" U ► » • /F� •• L=17.46' 3 SW BLACKSTONE LANE
HELD PER PARTITION PLAT NO. 2017-014 S8918 44' W • -C4 01 o \
tt3 w
• FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP C11 T P11/1\ \ • L=42.86' cQ 0)
2 INSCRIBED "PACIFIC COMMUNITY DESIGN" TRACT B L=21.89' 2 M C5 O 85 $4 83 82 IN FINIS
HELD PER PLAT OF "TOLL BROTHERS AT RIVER TERRACE" N05'03'15"E r NL=210.15' ZoMEADOWS
I FOUND MONUMENT AS NOTED 64.35' N89'33'01"E 278.35' / N
tl
O PUBLIC LAND CORNER AS NOTED TOLL BROTHERS AT �,y4)44 2 N21.29'30'E Z 40 •
RIVER TERRACE o) 68.45' - - - - - 'FOUND 5/8" IRON ROD WITH BROKEN
RADIAL BEARING DIRECTION, SEE BEARING OF CURVE ON MAP tit.4)�• Q 49 J� SW PERTH ROAD YELLOW PLASTIC CAP, ILLEGIBLE,
N1 ►� 2 I HELD PER PLAT OF "FINIS MEADOWS"
TRACT D 'T/
a� 2 2 /Ilk48 2 81 80 79 78 77 76 75 74 Q 73 72 71 70 69 68 67 b
,ry N78'21'16"E Y
62.84' 47 - - TRACT F- - N LOT 1
cyAf �, I
REGISTERED Z� 43 1-
PROFESSIONAL 2 46 I 50 51 52 53 54 55 56 57 58 Q 59 60 61 62 63 64 65 66
LAND SURVEYOR N22'28'03"W
TRACT A
54.78' - - - J FOUNDDW 5/8" IRON
�� 2 N59'34'55"W 44 - SW HAWK RIDGE ROAD ROD WITH ORANGE
45 PLASTIC CAP
29.34' INSCRIBED "PACIFIC
OREGON SCALE 2 S89'56'45'W 461.29' N89'44'06"W 656.52' HECOMD PER SURVEY
DESIGN"MUNITY JULY 9, 2002 FOUND 1/2" IRON PIPE
L
TRAVIS C. JANSEN 100 0 50 100 HELD PER SURVEY NO. 5,598 NO. 34,653
57751 DOCUMENT NO.
2022-018076 PACIFIC COMMUNITY DESIGN, INC.
1 INCH = 100 FEET
RENEWS: 6/30/2025 12564 SW MAIN STREET
TIGARD, OR 97223 JOB NO. 146-004
(503) 941-9484 SHEET 1 OF 7
84 83 DOCUMENT NO. RECORDED AS DOCUMENT NO. - 25 - o2q-O(c o
ARBOR POINTE NO. 2 2007-007212
FOUND 2" IRON PIPE
86 HELD PER SURVEY NO. 16,974 N89'53'32"E 176.59'
3
2 29.20' 20.80'• 29.20' 20.80'• 50.00' • 26.59' 1
50.00' 50.00'
TOLL BROTHERS AT RIVER TERRACE NO. 2
0 0 o A REPLAT OF A PORTION OF PARCEL 1, PARTITION PLAT NO. 2017-014 AND UNPLATTED LANDS
6 o 3 LOCATED IN THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN,
19 20 0 b 21 3 22 3 23 3 v u o i� CITY OF TIGARD, WASHINGTON COUNTY, STATE OF OREGON
�• o 5,050 SF N 5,050 SF N 5,050 SF N < icli oLO
SURVEYED: AUGUST 28, 2024
t O O Q ~lo ID N r tO
3 0� Z Z 0D Z
I a CC)a 051Q-
CV
fil
DESTROYED DURING p - - p PARCEL 2 LEGEND
CONSTRUCTION, :8 2 50.00' 50.00' -O 50.00' O 24.74' o o PARTITION PLAT
NOT RESET p 0 NO. 2017-014 SET 5/8" X 30" IRON ROD WITH ORANGE PLASTIC CAP
SW EVERTON STREET Z o o SW EVERTON STREET 0 o N INSCRIBED "PACIFIC COMMUNITY DESIGN"
N N N N SET ON: AUGUST 28, 2024
_ N89'53'32"E 131.84' _ S89'53'32"W 174.24' 0
_
2 100.16' 74.08' N89'53'32"E INSCRIBED "PACIFIC°COMMUNITY DESIGN"
N ROD WITH E PLASTIC CAP
b 0 b 0 SET DURING REMAINING MONUMENTATION
N89'53'32"E o q / 41.58' CURVE TABLE SET ON:
14.68'� Ni N N N 1 CURVE RADIUS LENGTH DELTA CHORD BEARING
• -- 0 SET 5/8" X 30" IRON ROD WITH ORANGE PLASTIC CAP
2 2 61.41' 34.34'(-
ClC1 354.00' 41.22' 6'40'19" 41.20' S68 44'44"E IN MONUMENT BOX
S89'53'32"W 76.09' I N89'53'32= 75.92' INSCRIBED "PACIFIC COMMUNITY DESIGN"
I C12 C2 14.00' 23.48' 96'04'49" 20.82' N66'33'01"E SET DURING REMAINING MONUMENTAIION
0 LLi L=21.91'
25.00' 25.00' 32 Oo 0 0SET ON:
C11 296.00 21.89' 4'1413" 21.88' N88'19 55„W
18 o a 24
4,884 SF •
o C14 4,932 SF in A FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP
o 14.00' 21.91' 89'39'29" 19.74' N45'16'43"W "
,ri ' L=22.07INSCRIBED "PACIFIC COMMUNITY DESIGN
C13 14.00' 21.99' 90'00'00" 19.80' N44'33'01"E to
HELD PER PLAT OF "TOLL BROTHERS AT RIVER TERRACE"
N89'33'01"E 90.00' N89'33'01"E 90.00' DESTROYED DURING CONSTRUCTION,
1 • I 0 I C14 14.00' 22.07' 90'20'31" 19.86' S44'43'17"W RESET 1" DIAMETER BRASS DISK INSCRIBED
"-1 0.00' 8.00' 8 00' "PACIFIC 57751LS" FLUSH WITH CONCRETE
---� 0 25 PUE-�o f -so-
PUE o C15 14.00' 20.64' 84'27'21" 18.82' S42'40'40"E SET ON: AUGUST 28, 2024
0 33 0 C16 354.00' 79.23' 12'49'27" 79.07' S78'2937„E i Lei ,ri ui • FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP
17 ,r 4,050 SF d 4,050 SF 1 INSCRIBED "PACIFIC COMMUNITY DESIGN"
C17 325.00' 252.03' 44'25'51" 245.76' N6814'03"W HELD PER PARTITION PLAT NO. 2017-014
• N89'33'01"E 90.00' 0 I O N89'33'01"E 90.00'
C64 364.00' 29.51' 4'38'39" 29.50' 574'55'32"E
2 • FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP
I 2 INSCRIBED "PACIFIC COMMUNITY DESIGN"
HELD PER PLAT OF "TOLL BROTHERS AT RIVER TERRACE"
0 26 0 0 b "o34 0 UNLESS OTHERWISE NOTED
16 "' 4,050 SF * 4,050 SFto •3 FOUND 5/8" IRON ROD WITH RED PLASTIC CAP
INSCRIBED "W.L.MC. L.S.808"
U N89'33'01"E 90.00' I o N89'33'01"E 90.00' 0
HELD PER PLAT OF "ARBOR POINTE NO. 2"
2
' ■ FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP
D: IN MONUMENT BOX
_ 0 27 0 0 35 o N INSCRIBED "PACIFIC COMMUNITY DESIGN"
I-- W 15 in HELD PER PLAT OF "TOLL BROTHERS AT RIVER TERRACE"
To _ 0 ~ * 4,05 in 0 SF 4,050 SF N
`j Z CO rn ' FOUND MONUMENT AS NOTED
ri j M
45 Q J Cr N • N89'33'O1"E 90.00' 0 w I N89'33'01"E 90.00'
--- RADIAL BEARING DIRECTION, SEE BEARING OF CURVE ON MAP
1 O� '4 2Pr) 0 _ W
I
w O) PUE PUBLIC UTILITY EASEMENT
t o o cc `n o o to
co 0 28 o w - o 36 o iC SF SQUARE FEET
'No 14 3 4 NI- ,050 SF I- 4,050 SF , 0
0 0)
z N 3 O
in 0c0 N89'33'01"E 90.00' a N
� 1--1 J I 0 N89'33'01"E 90.00'
0
Q �2 ? N
Z N o
13 0 29 0 Z 0 0
PRIVATE STORM DRAINAGE 4,050 SF 4,050 SFLei
PORTION OF PARCEL 1
EASEMENT TO BENEFIT LOTS 24-30 PARTITION PLAT
2• r N89'33'01"E 90.00' O I O N89'33'01"E 90.00' O NO. 2017-014
I
-i- I--10.00' 8.00' f i 8 00'
o PUE
0 12 0 0 o f 30 PUE o 38
o a° w b t I 4,050 SF tO tO 4,061 SF ui
- N89'33'01"E 92.00' Z N89'33'01"E 90.00' o I N89'33'01'E 90.00'
0 I REGISTERED 1
I 2ff - - --T1 T
11 2 o PROFESSIONAL
C 25.00' 25.00
LAND SURVEYOR
STORM WATER DRAINAGE EASEMENT N 31 b D M 39 ��//C�(;)
AGREEMENT PER DOCUMENT NO. ,n 4,571 SF °d n- O 0 4l o
2024-017564 - old- 5,103 SF o 4 °°°.
_..
1 _
• o OREGON
C15 _
♦ 76.00' L=20.64' • 016 �C64 10.52' 40 SCOALE 20 40 JULY 9,JANSEN
TRAVIS C. AN
SW PERTH ROAD 2 0 0 C13 L=7g.23' L�29 si ci 57751
L=21.99 L=41.22' S7 ,
N N 3.44 S12'45'09"W o 3 • 129'2 ," Iwo mos
1 INCH = 40 FEET RENEWS: 6/30/2025
N89'33'01"E 117.00' _ 2 - 115.00' _ 2.00' /^ • Sp�C 4 £
S89'33'01"W 118.44' •._.___.Cii° b
oi
N /;o • ?S 00• •
/ 00•
UNDER PAVEMENT SW PERTH ROADC11 o ����� C2 s • PACIFIC COMMUNITY DESIGN, INC.
N N 0 <�• /2-L=21.89'
of 252.03, L=23.48' • 12564 SW MAIN STREET
S89'33'01"W 118.44' 2 t N SEE SHEET•
3 ` / TIGARD, OR 97223 JOB N0. 146-004
(503) 941-9484 SHEET 2 OF 7
TOLLBROTHERS A T RIVER TERRACE NO. RECORDED AS DOCUMENT NO. 2D `LS - D29--Db�
A REPLAT OF A PORTION OF PARCEL 1, PARTITION PLAT NO. 2017-014 AND UNPLATTED LANDS
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN,
CITY OF TIGARD, WASHINGTON COUNTY, STATE OF OREGON CURVE TABLE CURVE TABLE
SURVEYED: AUGUST 28, 2024 CURVE RADIUS LENGTH DELTA CHORD BEARING CURVE RADIUS LENGTH DELTA CHORD BEARING
C1 354.00' 41.22' 6'40'19" 41.20' S68'44'44"E C25 191.00' 63.20' 18 57'35" 62.92' N09'01'49"E
C2 14.00' 23.48' 96'04'49" 20.82' N66'33'01"E C26 14.00' 27.98' 114'30'29" 23.55' S75'45'51"W
C3 14.00' 17.46' 71.27'55" 16.35' S1713'21"E C27 296.00' 4.98' 0'57'47" 4.98' N46'30'01"W
C4 354.00' 42.86' 6'56'11" 42.83' S4929'13"E C28 329.00' 73.29' 12'45'46" 73.13' N52'24'01"W
C5 271.00' 210.15' 44'25'51" 204.93' S6814'03"E C30 296.00' 20.51' 3'58'09" 20.50' S8413'44"E
SEE SHEET 2 C11 296.00' 21.89' 4'14'13" 21.88' N8819'55"W C31 296.00' 96.60' 18'41'58" 96.18' S72'53'40"E
' f » f " f w , n
N 31 • l 39 C17 325.00' 252.03' 44'25 51 245.76' N68'14 03 W C34 141.00' 46.66' 18 57 35 46.45' S09'01 49 W
�F - I __ _ PORTION OF PARCEL 1
�- • • -'� C1 C2PARTITION PLAT7'04'59" "
C18 325.00' 186.30' 32'50 33 183.75' S74'01 42 E C35 191.00' 23.61' 23.60' NO3'05 30 E
2 , L=23.48' NO. 2017-014 , n . » , w , n
L=41.22 C19 325.00' 65.73' 11'3518 65.62' S51'48 47 E C36 191.00' 44.88' 13 27 49 44.78' N13'21 54 E
SW PERTH ROAD ° 0 344' • S?1• w n f »
N N C18 3 ?9?4a C20 300.00 177.21 33°50 41 174.64 N62'S6 28 W C37 191.00 2.39 0'42 58 2.39 N20'2717 E
' 2 _ 115.00' _ L=186.30' ,o/ • E S » , » r , r » r r »
0, C21 166.00 54.93 18'57 35 54.68 S09'01 49 W C38 14.00 22.67 92'46 13 20.27 N25'34 20 W
-N� S89'33'01"W 118.44' _ :n l o • 2S 00' • 00 $18.30'36"W f f r » r , n r , , n f , »
o o C30 _ l N' 25 00' • 17.02' C22 166.00 61.60 21'15 46 61.25 S10'10 54 W C39 329.00 75.66 13'10 33 75.49 N652210 W
Z N N L=20.51 -C31 N C23 296.00' 117.11' 22'40'07" 116.35' N74'52.45"W
2 L=96.60' e1� n o • C3
UNDER PAVEMENT S89'33'01"W 118.44' 2• 8 36' L` C23 N `\ S?03, z h/ L=17.46' C24 14.00' 20.05' 82'03'17" 18.38' N2231'02"W
I. I\ 1j711, • C4
C9' I M �I N72bo4i w��2 • L220.05' c1s 4 L=42.86'
L=21.89
� � + v> t i 6 27' ��\\ N L=65.73 •
TOLL BROTHERS AT Z 0 2 PUBLIC • /I DISTANCE EASEMENT C26
RIVER TERRACE 2 a .- DOCUMENT NO. LEGEND
L=27.98 4 2022-035087
/ C27 \ PORTION OF PARCEL 2 0 SET 5/8" X 30" IRON ROD WITH ORANGE PLASTIC CAP
d41 / 2.5.00' • L=4.98' `1' INSCRIBED » "
PACIFIC COMMUNITY DESIGN
0 /43 2 • • C5 SET ON: AUGUST 28, 2024
TRACT 8 /^v� l s.00, /� ON S�',oFR L=210.15' 0 SET 5/8" X 30" IRON ROD WITH ORANGE PLASTIC CAP
41 / ti T
�O
a INSCRIBED "PACIFIC COMMUNITY DESIGN"
ZN /o J� i 4 N z c c ii)0 SET DURING REMAINING MONUMENTATION
/,M 2 0� Zo/ Jv N�->3`D8 (�1)20 (3 SET ON:
tu (o M Q
2 oi
/(ro (V (o/ 40 \2�� 27' ~ �' 0 SET 5/8" X 30" IRON ROD WITH ORANGE PLASTIC CAP
/� O • �\ IN MONUMENT BOX
/ c' i�/ / 6,057 SF 1 INSCRIBED "PACIFIC COMMUNITY DESIGN"
a3 in (o l 0 00' o SET DURING REMAINING MONUMENTATION
PRIVATE STORM DRAINAGE i' t C39 0 SET ON:_�
(64 / o 7i/ • / EASEMENT TO BENEFIT7/ LOTS47AND48 NO/ C38 SET 5/8" X 30" IRON ROD WITH ORANGE PLASTIC CAP
/ / S71�g24" / •r
• L=22.67' FLUSH WITH STREET
OPMUNITY DESIGN"
/�`6 oo/pV 0' £ 91 43' / 49 00;� \ SET INSCDUR NGRIBED PREMA REMAACIFIC INING MONUMENTATION
tit /4/ '`\ / (0/ f 41 14.59' :3 •�// 4,786 SF QJ l • '. SET ON:
�1� /,-y� / 4,523 SF � •�• /off ?S•00,>"• A FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP
/.�� • o 3 2S INSCRIBED "PACIFIC COMMUNITY DESIGN"
//GI / S1.g. w N moo' V. // N79 09'g1,,14/ 91 31' / • .V• 0 •00, HELD PER DESTROYEDPLAT OF DURING "TOLL CONSTRUCTION,
BROTHERS AT RIVER TERRACE"
TRACT A 2 24 1a 0i
2 „E / INSCRIBED
// / l E 89'48' 00' M�� 48 UE'�../o N . "PAC"PAESET CIFIC 57751 LS" FLUSH DIAMETER SWITH KCONC CONCRETE
N-�a•2116 / �/ o • / 4,100 SF /' ca/ .. / SET ON: AUGUST 28, 2024
62,84 / / 42 ,�vow 10.08' C37 / a Q // • FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP
(0L=2.39' = 2 INSCRIBED "PACIFIC COMMUNITY DESIGN"
/ PUB PUBLIC PEDESTRIAN • / 6,037 SF . N79 09'S1"W 89.83' �`.
1/ �N �81 HELD PER PLAT OF "TOLL BROTHERS AT RIVER TERRACE"
+.� /, ACCESS EASEMENT �` N / • �t UNLESS OTHERWISE NOTED
!n
/ o • S74'1g, f� •
47 / in I-
w ' FOUND MONUMENT AS NOTED
/ U rn / 18 E gs 0 , 4,330 SF /cA' ro / �, N ,.-
141 e} RADIAL BEARING DIRECTION, SEE BEARING OF CURVE ON MAP
/ (p U'of e¢ (9 5 / N cq W -
,(V /i3 -' U � ' • J U l� • - N PUE PUBLIC UTILITY EASEMENT
N / TRACT D -' -.)II 1 3 N84 22'08"W 89 88' • '' I� SF SQUARE FEET
?' 71,336 SF
(V /� 43 M- I I
_ / • I 6,246 SF h
10/ ;n ai C35� I I
25.00' 25.00' 2 o `� 46 L=23.61' I 0 • I 50
/
2 M 5,245 SF 25.00' 25.00' 1
/ N 118 N89'33'01"E 97.83' 8,00' N b I (.1 REGISTERED
y i rn • �0�-13.47 PUE' rrn arn� • IPROFESSIONAL
CO I, 7) LAND SURVEYOR
%0 �ul cs`�,� �PUE 8.00'10 �a S89'33'01"W 90.00' O w I c'�o • /f
(s aE rn / V
..-1 0 (o.cs,� 572. �9,58 N0 44 w in
o
OS 8 N696,�1-- 18 (0 6,056 SF u°'i N. 45 M o
36. 'f OREGON
N89'S6'45'E 85.42' - N 4,417 SF . o ❑ - _ SCALE JULY 9, 2002
2 0 0•
5.78' 16.66' 40 0 20 40 TRAVIS C. JANSEN
217.67' M• 25.00' • 25.00' • 97.84' • 90.00' c2_2. 'O 623.05' ` 57751
2 N89'44'06"W 656.52' 1 INCH = 40 FEET RENEWS: 6/30/2025
N59'34'55"W S89'56'45"W 461.29'
FOUND 1/2" IRON PIPE
29.34' HELD PER SURVEY NO. 5,598 PACIFIC COMMUNITY DESIGN, INC.
DOCUMENT NO.
2022-018076 12564 SW MAIN STREET
TIGARD, OR 97223 JOB NO. 146-004
(503) 941-9484 SHEET 3 OF 7
LEGEND
TOLL BROTHERS AT RIVER TERRACE NO. RECORDED AS DOCUMENT NO. ZD 2S_ 02�DL
0 SET 5/8" X 30" IRON ROD WITH ORANGE PLASTIC CAP A REPLAT OF A PORTION OF PARCEL 1, PARTITION PLAT NO. 2017-014 AND UNPLATTED LANDS
INSCRIBED "PACIFIC COMMUNITY DESIGN" LOCATED IN THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN,
SET ON: AUGUST 28, 2024 CITY OF TIGARD, WASHINGTON COUNTY, STATE OF OREGON
o SET 5/8" X 30" IRON ROD WITH ORANGE PLASTIC CAP SURVEYED: AUGUST 28, 2024 CURVE TABLE
INSCRIBED "PACIFIC COMMUNITY DESIGN"
SEE SHEET 5
SET DURING REMAINING MONUMENTATION SET ON: 93 92 91 90 I VARIES-N-I CURVE RADIUS LENGTH DELTA CHORD BEARING
_
74 TRACT G 73
O i' N89'33'01"E 195.33' I b C20 300.00' 177.21' 33'50'41" 174.64' N62'56'28"W
❑ SET 5/8" X 30" IRON ROD WITH ORANGE PLASTIC CAP M G ^ O 0 I O „
IN MONUMENT BOX 3.16 15.00' N 50.00' 50.00' 45.00 50.33 I 0; C22 166.00' 61.60' 21'15 46 61.25' S10'10 54 W
12.84' 29.00'IC40 304.00' 56.92' 10'43'42" 56.84' N85'05'08"W
INSCRIBED "PACIFIC COMMUNITY DESIGN"SET DURING REMAINING MONUMENTATION '.� 3
SET ON: -- 0 16.00' 2.16' o rn in o 0 o PUE, _.--- b W " "
t: C41 14.00' 21.99' 90'00 00 19.80' S45'26 59 E
lq SET 5/8" X 30" IRON ROD WITH ORANGE PLASTIC CAP 0 ID rn rn rn I b 0 t0
FLUSH WITH STREET o 0 0 16.00' PUBLIC PEDESTRIAN AND N I O N N C42 141.00' 32.23' 13'05'51" 32.16' S06'05'56"W
INSCRIBED "PACIFIC COMMUNITY DESIGN" �� 00 00 BICYCLE ACCESS EASEMENT co 0 86 3 87 3 88 3 89 , I N
O I • C43 141.00' 15.43' 616'17" 15.43' N15'47'00"E
SET DURING REMAINING MONUMENTATION N - N N8933'01"E 561.02' Z Qo, 4,500 SF u°'� 4,500 SF tr)o'' 4,050 SF 10 4,488 SF 0
SET ON: - w w 0 N 10 8.00' I U) C44 141.00' 4.66' 1'53'38" 4.66' N19'51'57"E
It 2 ow o 0 ow o PUE-�
' FOUND MONUMENT AS NOTED o 'c0� ° TRACT F b N89 33 01 E o D z 0 o a z C52 I 29.00' C45 14.00' 21.99' 90'00'00" 19.80' N44 33'01"E
O N o r' 9.67 I 1 , n
'' RADIAL BEARING DIRECTION, SEE BEARING OF CURVE ON MAP o 0 2.50' o y1 1 L=21.99' C46 19.00' 29.85' 90'00'00" 26.87' N4526 59 W
PUE PUBLIC UTILITY EASEMENT 1 50 co 13.50' �� 50.00' 50.00' 45.00' 0 36.33' I C47 337.00' 12.65' 2'09'03" 12.65' N89'22'28"W
SDE STORM DRAINAGE EASEMENT TO BENEFIT THE CITY OF TIGARD 15.00' 0 b b t
0 C48 337.00' 20.47' 3'28'48" 20.47' N86'33'32"W
SF SQUARE FEET 58 TRACT E 59 N Ili SW BLACKSTONE LANE N C49 14.00' 18.17' 74°22'06" 16.92' S57'59'49"W
DETAIL-1 SCALE: 1"=10' 0 589'33'01"W 234.00' - -41 C50 19.00' 29.85' 90'00'00" 26.87' N44'33'O1"E
0
0 0 o I C51 14.00' 21.99' 90'00'00" 19.80' N45'26'S9"W
to 6 N
O N N C52 14.00' 21.99' 90'00'00" 19.80' N44'33'01'E
c0
- 50.00' 50.00' 50.00' 41.00'
-f C51
0D o b -8 1- b L=21.99'
a 6 a co co ai 0- 0 29.00'
in a) a) a) I
o W
DOCUMENT NO. N 0 85 w 84 w 83 1 .w 82 tO 0 w
2022-035087 p at 4,730 SF , 4,730 SF °,n' 4,730 SFcm
5,084 SF cOcNi
PORTION OF PARCEL 2 Z in N - N 8.00_�I ...-- Q LOT 4
o w o 0 D 0 0 D 0 0 w PUE VARIES
0a N 0a cn Da. N0a C50 29.00'
..*."••••,..,..........................„ _ i 33.50' --- 33.50' jL29.8 ( E
N89'33'01"E 278.35' 16.50' 16.50' , FINIS MEADOWS
50.00' 0 50.00' 0 50.00 0 36.00' ��
I
o " S00'26'59"E o
FOUND 5/8" IRON ROD
zz °, , M SW PERTH ROAD Soo 2s 2 00. 2.00' N WITH BROKEN YELLOW
721, 4.07 rn _ la) PLASTIC CAP, ILLEGIBLE,
C40 _ - - _ _ - - - - LI HELD PER PLAT OF
L=56.92' -flS89'33'01"W 512.35' w "FINIS MEADOWS"
• C48 b 0b 6 LOT 1
\ L=20.47' o ri c0NI
C47 ri M o
1 • L=12.65' o
4s ��� • • • • • • • • • • • • 00 N
/ 25 00' • 19.35' 33.50' 33.00' 31.00' 31.25' 31.00' 31.00' 47.75' 32.00' 33.00' 33.00 33.00' 0 33.00' 0 27.50'
I
/^ 15.00' T
J ?S 00' C49 b bT o o 0 0 0 0 0 0 0 0 o o C46,
N o O 0 O O a O O O O a O O W O
• 2 oo) =18.17' N N o a N N N N U N N N N N 0 N a N L ) )
=2 .00'
k w w u u w w u_ u- c.c. uu. u. co' N 8.00-�I -�-
� � . 800' 3 N 3 � N 3 co 3 NN3 (ON3 co3 -4- co r.,� - 3 No 3 Ttn 3 Ctn : min 3 67 I 29.00'
AU 0 r, to to - to II = U
48 O O/ ON� E o, o0 0 to, r b, N N o, N N rn N -a) N N rn N N rn N 0 N '0 o, N o e r r w • to rp I.4 rn rn -► VARIES
2 cy 81 to 1- to LO to to co to r� to r) to ro N Q 0 to 0 to d to N d N tipN u� 3,344 SF lb
W I N N N 10 N 10 N to N 10 N 10 - to t' tp N O N co N 10 O N tD O PUE-►1 o .
C? CO
3,463 SF :v :V o W N N N N N N N N N N 0 N N 0 , „ Cr)
/ 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 N77'08 34 E I I
N79'28'27"W 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 ,
10.75' z z o z z z z z z N z - z z o_ z z 1 z _ 25.14
/ (imliP)
• • / 23.03 36.89' 32.00' . 33.50' 33.00' 31.00' 31.25' 31.00' 31.00' - �15.0047.75' 32.00' 33.00' 33.00' 33.00' 33.00' 21.95 • 15w4o0
_ _ _ _ _ _ _ _ _ ___ _ _ • b
• • • O O 00 • N o - SCALE
/ C44 � •
w - TRACT F 508.34' I SEE DETAIL-1 - - - • N N 40 0 20 40
47 / L=4.66' ♦ - - - 11,448 SF - I N89'33'01"E 561.02' > N
C43- > i 520.89
L=15.43
• • • • • , • ,Q C� • 15.40'
� • �25.54'- -30.00'" -30.00 '- � 30.00' � 30.00_1"29.95 -30.05 -30.05'- --30.95 - - -'32.00 --30.00 --30.00'- 30.00 ' "30.00 --30.00 T 30.00 7"-27.3 -'-, • 1 INCH = 40 FEET
b 15.00' T
r� • c.i Co N S76'34'42"W o b 0 0 0 D "0 -8 0 b b 0 0 b 0 0 0 b b 0 0 S7732'32"E I
w i v c� M II21.43' N N N '`� N a N N N N N w N N N N N N ri N a o 24.17 r i o
ur - J , w u- u.. t,_ w u- u_ u_ u w u u- w u. w u- w tri 8.00-+-I cD
N N co N N N co N co co N co co co co co N REGISTERED
-8.00 3 `- 03 No3 Mo3 03 N3 r' 3 re)
N3c�� to W Fro)
30p ' Fr')
3No 3c`) 0 3 d O O 66 Ito -•► VARIES
Iw 46 0 • I 1-0 c0 a) 10 N tan' Lo N u in N t2 Lo N 2 In N u - N 2 -. N to -- ) 0 Q N 0 t2 N 2 N 2 N in N in N U) N 3,713 SF PROFESSIONAL
v) N IfPUE M ,p cv c, N Ica N 10 N 10 N c0 N 10 N 10 N 10 O N 10 N c0 N co NI O N 'co N 40 N 12 PUE I 29.00' I LAND SURVEYOR
25.00' 25.00' �} N N ;\I N N N N N N o N N
o I C41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ID C45
a, o 0 0 0 0 0 0 0 0 0 0 0 0 0 o N
•N L=21.99' z z z z z z z z z N 15.00' z z z z z z o0 L=21.99' •
0 r z
M 36.09' 30.00' 30.00' 30.00 30.00' 29.95' 30.05' 30.05' 30.95' 32.00' 30.00' 30.00' 30.00' 30.00 30.00 30.00 36.91'
w I 0 • • • • • • • • • • • • • • • • • 0 • OREGON
o JULY 9, 2002
°,n' 0 0 14.25' TRAVIS C. JANSEN
45 N j
I 577510 - - - - - N8933'01"E 623.00' - - - - - - •
N cn w rn RENEWS: 6/30/2025
- 16.66' SW HAWK RIDGE ROAD E
0 19.22 O 623.05' > N
___ _....0FOUND 1/2" IRON PIPE 2N89'44'06~W 656.52' FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP •
HELD PER SURVEY NO. 5,598 INSCRIBED "PACIFIC COMMUNITY DESIGN" PACIFIC COMMUNITY DESIGN, INC.
N89'56'45"E Q DOCUMENT NO. HELD PER SURVEY NO. 34,653 12564 SW MAIN STREET
> 2022-018076 'TIGARD, OR 97223 JOB NO. 146-004
5.78' (503) 941-9484 SHEET 4 OF 7
LEGEND TOLL BROTHERS AT RIVER TERRACE NCO 2 RECORDED AS DOCUMENT NO. 20 �- V 2 ft '
0 SET 5/8" X 30" IRON ROD WITH ORANGE PLASTIC CAP A REPLAT OF A PORTION OF PARCEL 1, PARTITION PLAT NO. 2017-014 AND UNPLATTED LANDS
INSCRIBED "PACIFIC COMMUNITY DESIGN" LOCATED IN THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN,
SET ON: AUGUST 28, 2024 CITY OF TIGARD, WASHINGTON COUNTY, STATE OF OREGON
O SET 5/8" X 30" IRON ROD WITH ORANGE PLAS11C CAP
INSCRIBED "PACIFIC COMMUNITY DESIGN" SURVEYED: AUGUST 28, 2024
SET DURING REMAINING MONUMENTATION
SET ON:
SW HAZELTINE LANE 4IN MONUMENT BOX
❑ SET 5/8" X 30" IRON ROD WITH ORANGE PLASTIC CAP '
IN MONUMENT BOX
INSCRIBED "PACIFIC COMMUNITY DESIGN" N00'02'31"E----_..„ SW HAZELTINE LANE 4je
SET DURING REMAINING MONUMENTATION 91.00' co MEYERS FARM
SET ON: [91.00] ..z
•4 FOUND 5/8" IRON ROS WITH RED PLASTIC CAP 17 IN MONUMENT BOX
4 1B IN MONUMENT BOX
INSCRIBED "W.L.MC. LS.808" - -
HELD PER PLAT OF "MEYERS FARM" N89'53'32'E 126.00'
UNLESS OTHERWISE NOTED ' 4 23.00' • 23.00 0 • ,
I 29.00' 29.00 4 I I 68.00' 23.00' 23.00'
1111L FOUND MONUMENT AS NOTED NO0'02'31"E 4\._ MEYERS
)irr
- - - No0'02'31"E MEYERS
.-- RADIAL BEARING DIRECTION, SEE BEARING OF CURVE ON MAP 0.09' ' SEE DETAIL-2 FOUND 5 8" IRON ROD WITH FARM 91.00'�� FARM
' PUE PUBLIC UTILITY EASEMENT C1O 29 00' 29 00YELLOW PLASTIC CAP INSCRIBED [91.00'] I-
"G&L PLS 1989" INSIDE A 3/4" 17 �4 N w
SF SQUARE FEET L 79.3C63 1 IRON PIPE INSIDE A 2" IRON PIPE IN MONUMENT BOX / Z 16
8.p0 HELD AS THE ACCEPTED r- w
L=115.88' \�PUE CENTER-WEST 1/16TH CORNER AND " v) > "
[ ] RECORD BEARING AND DISTANCE FROM PLAT OF "MEYERS FARM" \ THE SOUTHEAST CORNER OF LOT FALLS S89'53'32"W 0.14' w Q FALLS N89'S3 32 E 0.12'
1 \ TRACT H 16, PLAT OF "MEYERS FARM", PER FROM SOUTHEAST CORNER OF LOT 17, M_ FROM SOUTHWEST CORNER OF LOT 16,
'ItCr w SAID PLAT HELD FOR SOUTH LINE OF LOT 17, N la o o SEE NARRATIVE ON LINE SHEET 60T 16,
r ' \ 8,345 SF Q o 0 0
c�o1 • -.•-\''?'
N \ SEE NARRATIVE ON SHEET 6 23.00' 0 '- 23.00'
pl 6.00' Z N89'53'32'E 126.00' -6.00
01 \ \ [74.861 / [74.00']
z• C9 \\ o _ /� 74.86' • 4 23.00' / 23.00' 4 � 74.00' /�
o L=23.41' 0 4 • " 29.00' - 29.00' 68.00' V .
0 \ \\ $o E N00 02 31 E •
* tor O a N80'53�03-�'� ` . v �0.16' S00'02'31"W
• 50.73' `� Q 0.09' I C63 0.24'
C61-/f TRACT H
O. o C62 \ C10 L=115.88' L=137.82'
o 0 L=38.19' • \ L=79.33' En FOUND 5/8" IRON ROD WITH YELLOW
Z N • \
PORTION OF PARCEL 1 • • PLASTIC CAP INSCRIBED "G&L PLS 1989"
\ W INSIDE A 3/4" IRON PIPE INSIDE A 2"
PARTITION PLAT \ p0 \ > IRON PIPE HELD AS THE ACCEPTED
NO. 2017-014 S80'53'03"W • `Lg. c� co\ V) < CENTER-WEST 1/16TH CORNER AND THE
o o \ I SOUTHEAST CORNER OF LOT 16, PLAT
PORTION OF PARCEL 3 18.04'C8 29' o OF "MEYERS FARM", PER SAID PLAT
DOCUMENT NO.2022-035087 L=17.04, l
C7 DETAIL-2 SCALE: 1"=1'
L=14.25' \ •
C6 + 0
L=84.01' 01
-, w
N89'33'01"E 178.92' -,.
/ 68.92' N• 1
60.00' 50.00' 53.16',.,w FINIS MEADOWS
5���30'31 1 r- 8.00'
0 0 0 965.76' �4-•4 �, PUE
J
p rn rn 6,555 SF �03 I o LOT 4
3 0 94 3 95 3 PUBLIC SIGHT---1.0 I D
s - = DISTANCE r I z
rn 0 5,400 SF °� 4,500 SF EASEMENT --1 I • w
10 la
o w o 0 b w C58 0lo 11 I 29.00' <co r--VARIES CURVE TABLE
SN N89 33'01"E O o a z 0Z 0 a L=16.51' N I N c~n b
p °D 0i C57 1 r c) CURVE RADIUS LENGTH DELTA CHORD BEARING
11.00 Z L=5.48' • ccoo 03 C6 246.00' 84.01' 19'34'01" 83.60' N2216'29"W
60.00' 50.00' 60.33' "i 0)
0 i • 'Ic C7 304.00' 14.25' 2'41'06" 14.24' N30'42'56"W
o C56 W C8 14.00' 17.04' 69'44'33" 16.01' N64'14'40"W
cri0 ° SW ROSLYN LANE 1-6 L=21.99' co
N N N89'33'01"E 224.33' N C9 14.00' 23.41' 95'47'39" 20.77' N32'59'14"E
0 - - - - cVN
PORTION OF PARCEL 2 0 0 o O C10 304.00' 79.33' 14'57'07" 79.11' N07'26'02"W
DOCUMENT NO. 0 0 o 0
2022-035087 N N N
I N C53 275.00' 151.71' 31'36'30" 149.79' S1615'14"E
0
50.00' 50.00' 45.00' 36.33' i° C54 275.00' 154.07' 32'06'00" 152.06' 516'00'29"E
REGISTERED
T T
N C55 14.00' 21.99' 90'00 00 19.80' N45'26 59 W PROFESSIONAL
C55 is LAND SURVEYOR
o
0 0 0 0 L=21.99' I cd C56 14.00' 21.99' 90'00'00" 19.80' N44°33'01"E
0 0o a• 0- 0
O Ca a 0 8.00'� •. __ co p rn a) a) PUE C57 14.00' 5.48' 22'26'51" 5.45' S78'19 35"W " "l'
w
N o 93 rn 92 =o (711 -)
wi 91 90 1 0 29.00' I C58 14.00' 16.51' 67'33'09" 15.57' S33'19'35"W OREGON
4,500 SF in 4,500 SF u) 4,050 SF 4,488 SF o co
°' co co _ I (0 C59 246.00' 51.70' 12'02'30" 51.61' N06'28'14"W SCALE JULY 9, 2002
3 0 4" f" 0 ^ 0 40 0 20 40 TRAVIS C. JANSEN
p� 0 0_ 0 0 o s.00' 1 f N C60 304.00' 75.70' 1416'02" 75.50' 524'55'28"E ` 57751
t[) Cl) PUE �► --is-VARIES " "
10
C61 246.00' 137.82' 32'06 01 136.03' S16'00 29 E
- - I _ 1 INCH = 40 FEET RENEWS: 6/30/2025
O 50.00' 50.00' 45.00' ' 50.33' 01 C62 275.00' 38.19' 7'57'28" 38.16' N28'04'45"W
0
Z �•f N89'33'01"E 195.33' O �O N C63 275.00' 115.88' 24'08'33" 115.02' N12'01'45"W
86 87 88 89 1 PACIFIC COMMUNITY DESIGN,
STORM DRAINAGE EASEMENT- INC.
TO BENEFIT LOTS 91-93 I 12564 SW MAIN STREET
SEE SHEET 4 TIGARD, OR 97223 JOB NO. 146-004
(503) 941-9484 SHEET 5 OF 7
RECORDED AS DOCUMENT NO. �`TOLL BROTHERS AT RIVER TERRACE NO. b2�Ob`�
A REPLAT OF A PORTION OF PARCEL 1 , PARTITION PLAT NO. 2017-014 AND UNPLATTED LANDS
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN,
CITY OF TIGARD, WASHINGTON COUNTY, STATE OF OREGON
SURVEYED: AUGUST 28, 2024
SURVEYOR'S CERTIFICATE NARRATIVE
I, TRAVIS C. JANSEN, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER THENCE ALONG THE SOUTHERLY LINE OF SAID PARCEL 1, SOUTH 89'56'45" WEST, A DISTANCE OF 461.29 THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE A PORTION OF PARCEL 1, PARTITION PLAT NO.
MONUMENTS THE LANDS REPRESENTED ON THE ANNEXED MAP OF "TOLL BROTHERS AT RIVER TERRACE FEET TO THE SOUTHEAST CORNER OF TRACT A, SAID PLAT OF "TOLL BROTHERS AT RIVER TERRACE"; 2017-014, WASHINGTON COUNTY PLAT RECORDS AND PORTIONS OF PARCEL 2 AND 3,
NO. 2", LOCATED IN THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 2 SOUTH, RANGE 1 WEST, OF DOCUMENT NO. 2022-035087, WASHINGTON COUNTY DEED RECORDS.
THE WILLAMETTE MERIDIAN, CITY OF 11GARD, WASHINGTON COUNTY, OREGON, BEING MORE PARTICULARLY THENCE ALONG THE EASTERLY LINE OF SAID PLAT, NORTH 59'34'55" WEST, A DISTANCE OF 29.34 FEET
DESCRIBED AS FOLLOWS: TO AN ANGLE POINT; THE WESTERLY BOUNDARY LINE WAS ESTABUSHED PER PLAT OF "TOLL BROTHERS AT RIVER
BEGINNING AT THE INITIAL POINT BEING A 5/8" IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED "PACIFIC TERRACE", HOLDING FOUND MONUMENTS, AS SHOWN.
COMMUNITY DESIGN", AT THE NORTHEAST CORNER OF LOT 20, PLAT OF "TOLL BROTHERS AT RIVER THENCE CONTINUING ALONG SAID EASTERLY LINE, NORTH 22'28'03" WEST, A DISTANCE OF 54.78 FEET TO
AN ANGLE POINT; THE SOUTHERLY, EASTERLY, AND PORTIONS OF THE NORTHERLY BOUNDARY LINES WERE
TERRACE", WASHINGTON COUNTY PLAT RECORDS; ESTABLISHED PER SURVEY NO. 34,653, HOLDING FOUND MONUMENTS, AS SHOWN.
THENCE CONTINUING ALONG SAID EASTERLY LINE, NORTH 22'20'23" EAST, A DISTANCE OF 113.19 FEET TO
THENCE ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 8, NORTH 89'53'32" AN ANGLE POINT; THE CENTERLINE OF SW 161ST AVENUE WAS ESTABLISHED HOLDING FOUND MONUMENTS, AS
EAST, A DISTANCE OF 176.59 FEET TO THE NORTHWEST CORNER OF PARCEL 2, PARTITION PLAT NO. SHOWN. THE WESTERLY RIGHT-OF-WAY LINE WAS ESTABLISHED BEING PARALLEL WITH AND
2017-014; THENCE CONTINUING ALONG SAID EASTERLY LINE, NORTH 78'21'16" EAST, A DISTANCE OF 62.84 FEET TO 23.00 FEET WESTERLY FROM SAID CENTERLINE, AND THE EASTERLY RIGHT-OF-WAY LINE WAS
AN ANGLE POINT; ESTABLISHED BEING PARALLEL WITH AND 23.00 FEET EASTERLY FROM SAID CENTERLINE, PER
THENCE ALONG THE WESTERLY LINE OF SAID PARCEL 2, SOUTH 00'56'34" WEST, A DISTANCE OF 155.03 PLAT OF "MEYERS FARM".
FEET TO THE SOUTHWEST CORNER OF SAID PARCEL 2; THENCE CONTINUING ALONG SAID EASTERLY LINE, NORTH 44'28'33" EAST, A DISTANCE OF 118.89 FEET TO
AN ANGLE POINT; THE SOUTHWEST CORNER OF LOT 16 OF SAID PLAT OF "MEYERS FARMS" WAS ESTABLISHED AT
THENCE ALONG THE SOUTHERLY LINE OF SAID PARCEL 2, NORTH 89'53'32" EAST, A DISTANCE OF 41.58
FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE, NORTH 21°29 30r, EAST, A DISTANCE OF 68.45 FEET TO THE INTERSECTION OF SAID EASTERLY RIGHT-OF-WAY LINE AND SAID NORTHERLY BOUNDARY
AN ANGLE POINT; LINE, PER SAID PLAT OF "MEYERS FARM".
THENCE LEAVING SAID SOUTHERLY LINE, SOUTH 00'26'59" EAST, A DISTANCE OF 392.92 FEET;
THENCE ALONG A 354.00 FOOT RADIUS NON-TANGENTIAL CURVE, CONCAVE SOUTHERLY, WITH A RADIUS THENCE CONTINUING ALONG SAID EASTERLY LINE, NORTH 05'03'15" EAST, A DISTANCE OF 64.35 FEET TO THE SOUTHEAST CORNER OF LOT 17 OF SAID PLAT OF "MEYERS FARMS" WAS ESTABLISHED AT
A POINT OF NON-TANGENTIAL CURVATURE; THE INTERSECTION OF SAID WESTERLY RIGHT-OF-WAY LINE AND SAID NORTHERLY BOUNDARY
POINT BEARING SOUTH 17'55'07" WEST, ARC LENGTH OF 41.22 FEET, CENTRAL ANGLE OF 06 40'19", LINE, PER SAID PLAT OF "MEYERS FARM".
CHORD DISTANCE OF 41.20 FEET, AND CHORD BEARING OF SOUTH 68'44'44" EAST; THENCE CONTINUING ALONG SAID EASTERLY LINE, ALONG A 296.00 FOOT RADIUS NON-TANGENTIAL CURVE,
CONCAVE SOUTHERLY, WITH A RADIUS POINT BEARING SOUTH 03'47'12" WEST, ARC LENGTH OF 21.89 THE REMAINDER OF THE NORTHERLY LINE IS PER THE DECLARANT'S DIRECTIVE.
THENCE ALONG A 14.00 FOOT RADIUS REVERSE CURVE TO THE LEFT, ARC LENGTH OF 23.48 FEET, FEET, CENTRAL ANGLE OF 04'14'13", CHORD DISTANCE OF 21.88 FEET, AND CHORD BEARING OF NORTH
CENTRAL ANGLE OF 96'04'49", CHORD DISTANCE OF 20.82 FEET, AND CHORD BEARING OF NORTH 8819'55" WEST TO A POINT OF TANGENCY; THE BASIS OF BEARINGS IS THE EASTERLY BOUNDARY LINE OF PLAT OF "TOLL BROTHERS AT
66'33'01" EAST; RIVER TERRACE", BEING NO026'59"W, HOLDING FOUND MONUMENTS AS NOTED.
THENCE CONTINUING ALONG SAID EASTERLY LINE, SOUTH 89'33'01" WEST, A DISTANCE OF 118.44 FEET TO
THENCE SOUTH 71'29'24" EAST, A DISTANCE OF 50.00 FEET; AN ANGLE POINT;
THENCE SOUTH 18'30'36" WEST, A DISTANCE OF 17.02 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE, NORTH 00'26'59" WEST, A DISTANCE OF 434.26 FEET TO
AN ANGLE POINT;
THENCE ALONG A 14.00 FOOT RADIUS TANGENTIAL CURVE TO THE LEFT, ARC LENGTH OF 17.46 FEET,
CENTRAL ANGLE OF 7127'55", CHORD DISTANCE OF 16.35 FEET, AND CHORD BEARING OF SOUTH 17'13'21" THENCE CONTINUING ALONG SAID EASTERLY LINE, NORTH 89'53'32" EAST, A DISTANCE OF 14.68 FEET TO
EAST; AN ANGLE POINT;
THENCE ALONG A 354.00 FOOT RADIUS REVERSE CURVE TO THE RIGHT, ARC LENGTH OF 42.86 FEET, THENCE CONTINUING ALONG SAID EASTERLY LINE, NORTH 00'06'28" WEST, A DISTANCE OF 155.00 FEET TO
CENTRAL ANGLE OF 06'56'11", CHORD DISTANCE OF 42.83 FEET, AND CHORD BEARING OF SOUTH THE INITIAL POINT.
49'29'13" EAST;
CONTAINING 13.863 ACRES, MORE OR LESS.
THENCE ALONG A 271.00 FOOT RADIUS REVERSE CURVE TO THE LEFT, ARC LENGTH OF 210.15 FEET,
CENTRAL ANGLE OF 44'25'51", CHORD DISTANCE OF 204.93 FEET, AND CHORD BEARING OF SOUTH
68'14'03" EAST; AS PER O.R.S. 92.070(2), I TRAVIS C. JANSEN, ALSO SAY THAT THE POST MONUMENTATION OF THE
REMAINING CORNERS WITHIN THE SUBDIVISION WILL BE ACCOMPLISHED WITHIN 90 CALENDAR DAYS
THENCE NORTH 89'33'01" EAST, A DISTANCE OF 278.35 FEET; FOLLOWING THE COMPLETION OF PAVING AND IMPROVEMENTS OR WITHIN ONE YEAR FOLLOWING THE
ORIGINAL PLAT RECORDATION, WHICHEVER COMES FIRST, IN ACCORDANCE WITH O.R.S. 92.060.
THENCE NORTH 00'26'59" WEST, A DISTANCE OF 144.60 FEET;
THENCE NORTH 89'33'01" EAST, A DISTANCE OF 9.67 FEET;
THENCE NORTH 0026'59" WEST, A DISTANCE OF 230.00 FEET;
THENCE NORTH 89'33'01" EAST, A DISTANCE OF 11.00 FEET; PLAT NOTES
THENCE NORTH 00'26'59" WEST, A DISTANCE OF 90.00 FEET; 1. THIS SUBDIVISION IS SUBJECT TO THE CONDITIONS OF APPROVAL PER CITY OF 11GARD CASEFILE NOS.
PDR201 6-0001 5, SUB201 6-0001 2, SLR2016-00010, MLP2016-00007, TUP2016-00024 THRU 00028,
THENCE NORTH 89'33'01" EAST, A DISTANCE OF 178.92 FEET; MIS2017-00001, AND MMD2022-00040.
THENCE ALONG A 246.00 FOOT RADIUS NON-TANGENTIAL CURVE, CONCAVE SOUTHWESTERLY, WITH A 2. TRACTS C AND H ARE FUTURE DEVELOPMENT TRACTS.
RADIUS POINT BEARING SOUTH 77'30'31" WEST, ARC LENGTH OF 84.01 FEET, CENTRAL ANGLE OF 3. TRACT D IS A WATER QUALITY AND DETENTION FACILITY AND PARK TRACT AND IS SUBJECT TO A
19'34'01", CHORD DISTANCE OF 83.60 FEET, AND CHORD BEARING OF NORTH 2216'29" WEST; STORM SEWER, SURFACE WATER, DRAINAGE, AND DETENTION EASEMENT TO BENEFIT THE CITY OF
THENCE ALONG A 304.00 FOOT RADIUS REVERSE CURVE TO THE RIGHT, ARC LENGTH OF 14.25 FEET, TIGARD OVER ITS ENTIRETY.
CENTRAL ANGLE OF 02'41'06", CHORD DISTANCE OF 14.24 FEET, AND CHORD BEARING OF NORTH 4. TRACTS E AND G ARE PRIVATE OPEN SPACE TRACTS AND ARE SUBJECT TO A PUBLIC PEDESTRIAN
30'42'56" WEST; AND BICYCLE ACCESS EASEMENT OVER THEIR ENTIRETIES. SAID TRACT E IS ALSO SUBJECT TO A
STORM SEWER EASEMENT TO BENEFIT THE CITY OF TIGARD OVER ITS ENTIRETY.
THENCE ALONG A 14.00 FOOT RADIUS REVERSE CURVE TO THE LEFT, ARC LENGTH OF 17.04 FEET,
CENTRAL ANGLE OF 69'44'33", CHORD DISTANCE OF 16.01 FEET, AND CHORD BEARING OF NORTH 5. TRACT F IS A PRIVATE ALLEYWAY AND IS SUBJECT TO A PRIVATE ACCESS EASEMENT TO BENEFIT
6414'40" WEST; LOTS 50 THROUGH 81, PUBLIC EMERGENCY VEHICLE ACCESS EASEMENT, PUBLIC UTILITY EASEMENT,
STORM SEWER EASEMENT TO BENEFIT THE CITY OF TIGARD, AND SANITARY SEWER EASEMENT TO
THENCE SOUTH 80'53'03" WEST, A DISTANCE OF 18.04 FEET; BENEFIT THE CITY OF TIGARD OVER ITS ENTIRETY.
THENCE NORTH 09'06'57" WEST, A DISTANCE OF 50.00 FEET; 6. THAT PORTION OF A TEMPORARY ACCESS AND UTILITY EASEMENT GRANTED IN DOCUMENT NO.
2016-085344 LOCATED WITHIN THIS PLAT FALLS ENTIRELY WITHIN PUBLIC RIGHT-OF-WAY DEDICATED
THENCE ALONG A 14.00 FOOT RADIUS NON-TANGENTIAL CURVE, CONCAVE NORTHWESTERLY, WITH A HEREIN AND IS THEREFORE NOT SHOWN. REGISTERED
RADIUS POINT BEARING NORTH 09'06'57" WEST, ARC LENGTH OF 23.41 FEET, CENTRAL ANGLE OF PROFESSIONAL
95'47'39", CHORD DISTANCE OF 20.77 FEET, AND CHORD BEARING OF NORTH 32'59'14" EAST; 7. THIS PLAT IS SUBJECT TO TWO APPROXIMATE 10 FEET WIDE EASEMENTS FOR ELECTRICAL AND LAND SURVEYOR
TELEPHONE LINES TO BENEFIT PORTLAND GENERAL ELECTRIC COMPANY PER BOOK 345, PAGE 337 AND
THENCE ALONG A 304.00 FOOT RADIUS REVERSE CURVE TO THE RIGHT, ARC LENGTH OF 79.33 FEET, BOOK 352, PAGE 337. THE LOCATIONS OF WHICH ARE INDETERMINATE.
CENTRAL ANGLE OF 14'57 07 , CHORD DISTANCE OF 79.11 FEET, AND CHORD BEARING OF NORTH
07'26'02" WEST;
OREGON
THENCE NORTH 00'02'31" EAST, A DISTANCE OF 0.09 FEET TO A POINT ON SAID NORTH LINE OF THE JULY 9, 2002
SOUTHWEST QUARTER OF SECTION 8;
TRAVIS C. JANSEN
57751
THENCE ALONG SAID NORTH LINE, NORTH 89'53'32" EAST, A DISTANCE OF 126.00 FEET TO THE
NORTHWEST CORNER OF LOT 4, PLAT OF "FINIS MEADOWS"; RENEWS: 6/30/2025
THENCE ALONG THE WESTERLY LINE OF SAID PLAT, SOUTH 00'22'56" EAST, A DISTANCE OF 989.10 FEET;
THENCE LEAVING SAID WESTERLY LINE, NORTH 89'44'06" WEST, A DISTANCE OF 656.52 FEET TO THE
MOST SOUTHERLY SOUTHEAST CORNER OF PARCEL 1, SAID PARTITION PLAT NO. 2017-014; PACIFIC COMMUNITY DESIGN, INC.
12564 SW MAIN STREET
TIGARD, OR 97223 JOB NO. 146-004
(503) 941-9484 SHEET 6 OF 7
TOLLBROTHERS AT RIVER TERRACE NCO 2 RECORDED AS DOCUMENT NO. 2o25— o2 -D t°�
A REPLAT OF A PORTION OF PARCEL 1 , PARTITION PLAT NO. 2017-014 AND UNPLATTED LANDS
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN,
CITY OF TIGARD, WASHINGTON COUNTY, STATE OF OREGON
SURVEYED: AUGUST 28, 2024
DECLARATION CITY OF TIGARD APPROVALS. WASHINGTON COUNTY APPROVALS
KNOW ALL PEOPLE BY THESE PRESENTS THAT TOLL WEST COAST LLC, A DELAWARE LIMITED H 1
LIABILITY COMPANY. AND HUNT RIVER TERRACE LAND, LLC, A DELAWARE LIMITED LIABILITY COMPANY, APPROVED THIS / ZT DAY OF _ J V N C , 20 25 APPROVED THIS "S DAY OF 3.t1�e , 20 Z5
DO HEREBY MAKE, ESTABLISH AND DECLARE THE ANNEXED MAP OF "TOLL BROTHERS AT RIVER CITY OF TIGARD, CITY ENGINEER WASHINGTON COUNTY SURVEYOR
TERRACE NO. 2", AS DESCRIBED IN THE ACCOMPANYING SURVEYOR'S CERTIFICATE, TO BE A TRUE
AND CORRECT PLAT THEREOF; AND HAVE CAUSED THE SUBDIVISION TO BE PREPARED AND THE
PROPERTY SUBDIVIDED IN ACCORDANCE WITH THE PROVISIONS OF O.R.S. CHAPTER 92; ALL LOT AND IAirtEjel
TRACT LINES BEING OF THE DIMENSIONS SHOWN, AND ALL RIGHTS-OF-WAY AND EASEMENTS OF THE BY: BY:
WIDTHS HEREON SET FORTH; AND DO HEREBY DEDICATE THE RIGHT-OF-WAY TO THE PUBLIC FOR
PUBLIC USE; AND DO HEREBY GRANT ALL EASEMENTS AS SHOWN OR NOTED ON SAID PLAT.
TOLL WEST COAST LLC, A DELAWARE LIMITED LIABILITY " *** N N ***
APPROVED THIS I VJ- _ DAY OF -3-(A14'e , 20-2..5-
/1/76 :2-
CITY OF TIGARD COMMUNITY DEVELOPMENT DIRECTOR APPROVED THIS 1� DAY OF �Ct1l� -- , 20 IS-
BY:
WASHINGTON COUNTY BOARD OF COMMISSIONERS
MICHAEL GRUBBE, VICE PRESIDENT
srVii._./Z 7 ket.________„-.'
BY:
BY: /
HUNT RIVER TERRACE LAND, LLC, A DELAWARE LIMITED LIABILITY COMPANY
r *** N
BY: HUNT LB HOLDINGS II, LLC
ITS: SOLE MEMBER
BY: HUNT CAPITAL MANAGEMENT, LLC, A DELAWARE LIMITED LIABILITY COMPANY
ITS: MANAGER ALL TAXES, FEES, ASSESSMENTS pR OTHER CHARGES`..6;S PROVIDED BY ORS 92.095
REMAINING CORNER MONUMENTATION HAVE BEEN PAID AS OF THIS _1`t5t_ DAY OF _ ��C__ __ , 202..D
DIRECTOR OF ASSESSMENT AND TAXATION
IN ACCORDANCE WITH O.R.S. 92.070, THE REMAINING CORNERS OF THIS (WASHINGTON COUNTY ASSESSOR)
SUBDIVISION HAVE BEEN CORRECTLY SET WITH PROPER MONUMENTS. AN
�' AFFIDAVIT HAS BEEN PREPARED REGARDING THE SETTING OF SAID MONUMENTS
BY: / AND IS RECORDED IN DOCUMENT NO. , WASHINGTON COUNTY ''
AtAtd-WE-6T, MANIAP G DIRECTOR RECORDS. BY:
- �s� `�;r -,
C aC4 s D„ y DEPUTY
APPROVED THIS _ DAY OF 20
WASHINGTON COUNTY SURVEYOR ' *** N
ACKNOWLEDGEMENT
STATE OF Ure3Or) ) ATTEST THIS 18 _ DAY OF �� , 20
DIRECTOR OF ASSESSMENT AND TAXATION Q IA SS EX-OFFICIO COUNTY CLERK
COUNTY OF 144shi'rrlta» )THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS an-, DAY OF /-+/,
p4 BY:
20 aS, BY MICHAEL GRUBBE, WHO IS THE VICE PRESIDENT OF TOLL WEST COAST LLC, A DELAWARE DEPUTY
LIMITED LIABILITY COMPANY, ON BEHALF OF SAID LIMITED LIABILITY COMPANY.S tub COMMISSION NO. I D as 7 7-I',!
STATE OF OREGON )
NOTARY SIGNATURE ) SS
'1 COUNTY OF WASHINGTON )
.,Scot/' M6(tom �►ni MY COMMISSION EXPIRES: 1- rch �`ai a oo( �
NOTARY PUBLIC I DO HEREBY CERTIFY THAT THIS SUBDIVISION PLAT WAS RECEIVED FOR RECORD ON
/
THIS � _ d1/11/1 DAY OF _ U _ , 20���
AT L 14" O'CLOCK . _ .M. AND RECORDED IN THE COUNTY CLERK RECORDS.
STATE OF NIEw 70/2.<
) -� _
SS DEPUTY COLTY CLERK
COUNT F N 011�K, )) ,,,i)
THIS IDS MENT WAS A NOWLEDGED BEFORE ME ON THIS DAY OF j,��1�
20 Z5, BY , WHO IS THE MANAGING DIRECTOR OF HUNT CAPITAL MANAGEMENT, LLC, A
DELAWARE LIMITED LIABILITY COMPANY, THE MANAGER OF HUNT LB HOLDINGS II, LLC, A DELAWARE
LIMITED LIABILITY COMPANY, THE SOLE MEMBER OF HUNT RIVER TERRACE LAND, LLC, A DELAWARE I REGISTERED
LIMITED LIABILITY COMPANY, ON BEHALF OF SAID LIMITED LIABILITY COMPANY. PROFESSIONAL
,... ,6121-
aim 4,4191 -6 LAND SURVEYOR
COMMISSION N0.
NOTARY .7/14V
Cc-Aix C.Ci-llcvt�0 -' �a` MY COMMISSION EXPIRES: Vvt �, Z025 OREGON
NOTARY PUBLIC JULY 9, 2002
TRAVIS C. JANSEN
CLARET C CHICLAYO`N57751
`Notary Public-state of New York
NO.G1Ch64',9176
Q.aV• ed frT Westchester Coy
RENEWS: 6/30/2025
M 2C71 ssm Expires Jubn 28.2029
PACIFIC COMMUNITY DESIGN, INC.
12564 SW MAIN STREET
TIGARD, OR 97223 JOB NO. 146-004
(503) 941-9484 SHEET 7 OF 7