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PRE -CONSTRUCTION RECORD OF SURVEY 0 C LOCATED IN THE NORTHEAST ONE-QUARTER AND THE SOUTHEAST ONE-QUARTER OF SECTION TION 10, TOWNSHIP 8 SOUTH, RANGE 3 WEST, W.M. CITY OF SALEM, MARION COUNTY, OREGON SURVEYED: OCTOBER 12, 2021 0 N88'31'05"E •= 29,40' °' NORTHING: 203288.60' 51 EASTING:176615.209 NORTHING: 203301.53' COMMERCIAL STREET SE EASTING:176445.62' (HELD) STATION 26+02.52 73 SUNNYSIDE ROAD SE ---"op' _ Ayt (HELD) STATION 7+45.74(1) a, N� 4, • p+ � oOIN n Z� STA. 8+31.27 co MONUMENT LEGEND: (8+31.25)(1) . Z $ o �` o POINT "B" TO FOUND 68 S s,33 98'• R4 1R °0W N MONUMENT 68 (HELD) FOR �� 0 - FOUND MONUMENT WITHIN 0.2 OF GROUND ( )() N87'S7' 1" " E/YV UNE. Q SURFACE UNLESS OTHERWISE NOTED - , " " 5 E(N88'05 54 E)(4), BEARS � �` SEE FOUND MONUMENT TABLE 0 20 40 80 N88 31 05 E I 000 114.68'(114.70')(4)(23) N87'57'S1 "E ;� `� REEL 1384 33.94' $4 PC 8+58.21(l) .G 0 PAGE 392 - SURVEY CONTROL POINT - SEE SURVEY 57 * c () 0.29 to4 SCALE: 1 " = 40' (HELD) 001% VAR. N87'57'51"E ` �Q CONTROL TABLE) .� N 5 54 E 4 114.31' �^j N _ _ v (N88'0 )() Ncr CALCULATED POINT SEE NARRATIVE ACCEPTED v VAR' V (HELD) FOR E/W LINE N } •N. RIGHT-OF-WAY %52 %woo POINT "B" SEE NARRATIVE in (HELD) c� STA: 8+56.72(l)N LOT 34 6 ; � v � OFF: 30.42 L(1) �✓^ 54•� � 22; N, n s "s °' CALC#20)(1)r'' G�� ✓ h71'29'57" v $ � $ C. » 0' �^ ✓ •�12i N IGN� (71'32'43")C13) .t is BEARS S87'57 51 W. 0.08 OA w PRINGLE CREEK N M o+ p so `. 50• ` ✓r. R=30.00'(13)(22) PARK ADDITION o w o o ACCEPTED N $. Z N L=37.44'(37.46')(13)(22) DICKSON'S 2ND z z v RIGHT-OF-WAY �' •� ✓ LC=S53'57'46"E a0 s ADDITION STA: 9+36.58 cv too SEE NARRATIVE iro. v'• 35.05'(35.07')(13)(22) OFF: 31.00' R W w Ix » » � - Nt 65 EXCEPTION FOR LOT 35 v N (HELD) POINT A ✓ t % ROADWAY f4 pf4 0 I v STA: 9+69.68(1) N 67 REEL 1384 (HELD) VOLUME 202 Z PAGE 392 FOR N/S 64 PAGES 276-277 Y cA. REEL 1237 I o v OFF: 38.10' L(1) REEL 269 r. 1� � UNE 0 PAGE 178 CA31.00' (CALC #21)(1) PAGE 1016 n $ �� 66 (N89'40'43"W)(13) HELD 115.00'(20) 00 S89 42 44 E 211.69 (211.61 )(13)(22) ( ) m 67.34 I (CALC) 33.00 16 n $ FOR N S " ( ) 13.00 (4)(9) 16.27 (4)(9) (3:Zp�N00'06'33"E UNE / N007 516 E (67.011)(3) ) (CALC) 9.12' (6 )(7) 15.82'(4)(5) �� g ; S N (SOo'23'09"W)(13) » 15.00 100 88-119000(2) ()() �� N 1199.86' t v 19.00'(13)(22)S89 42 44 E 200.01 -15.01 (4)(5) 1+00 '� 3+00 0 4+00 ft) �5 LOT 36 1 f%^ MCSR 39483 (HELD) POINT STA: 10+05-3f4 OFF: 23.44' R(1 (CALC /91)(1) PT 10+28.81(1 ZO � 53 - - - (HELD) • `30.29' o� » 158.32'(158.40')(6) / 52.72' 913.76' 54 v J•- POINT C 2+� HILFIKER LANE SE S89 42 44 E 1166.92 g ^ HILFIKER LANE SE » "D" = ' HILFIKER LANE SESTATION 2+53.16 = N89'40943"W 13 `� g g I N 2.71 N18*12`470W ( ,)(») •r 816.40 p v o 90'02 00 (19) 38(1) (HELD) VAR. I S18'24'E 10 COMMERCIAL STREET SE S89'42 44 E(S89'48'10"E)(21) � �• 63 816.29' CALC 21 P 1) ^ C )C ) STATION 23+46.52 ( )( )( ) 0 N 58 69 38.83#(l0) Nw 62 153.52 662.88' 101 (HELD) 1/4 SECTION CORNER BETWEEN SECTIONS 10 AND 11 PER MCSR 39415 NORTHING: 203040.46' EAS11NG:177684.029 HILFIKER LANE SE STATION 12+41.98 _ S89'42'440E (N89'40'43"W)(13) 509.89' g: (510.20')(19) .` 'E v * _v Al » (153.40 )(21) (662.89')(CALC)(21) A89'45'00"(8) 1) ^ 08 30 03 31.00" REEL 257 $ (108'28'50")(21) REEL 387 REEL 391 S00'02'16" W -_ . PAGE 1371 70 = PAGE 246 PAGE 338 RESERVATION (N00•09'W 8 R 25.00 (14)(21) FOR ROAD AND )( ) l 30.009(8) � ! � � � L=47.34'(47.31')(14) RIGHT-OF-WAY (47.33 )(21) PURPOSES PER r 01Nv ACCEPTED SEE SHEET 3 Z LC=S36'02'14"W, PARTITION PLAT VOLUME 511 �v RIGHT-OF-WAY 't ► N PAGE 575 AND + SEE NARRATIVE Z �, cam,► s �' (�' )(14) 2013-047 VOLUME 497 •- cp ^ 7� N. (40.57 )(21) PARCEL 1 $ 1 CURVE TABLE: Q o w. PAGE 671 � � p� N. N �. ; .rALSO C1 �� v` MCSR 27512 ''� OVERALL CURVE �''• w v� $ PARTITION PLAT CENTERLINE PER A9'46'28" 1 � (P � 2013-047 RESOLUTION 4r v MCSR 18240 = �) N ✓ v+ P N0. 98-162 ►� 3 o R 1000.00 (1) PARCEL 2 AND REEL 1226 -'� v o �- •- `� L 170.60 (1) ✓ J► $ r PAGE 183 r :i / .W -W LC=N3'24'19"E, ✓ 0 7- �A S89'42'44"E 75.06' 74 (75.24')(8) N68'28'03"E (N68 30'18"E)(25) 80.71 "(80-881')(25) EXPIRES 12-31-21 'el �� J C00 0d r- r oo r 170.39'(1) N N ✓ Z� C y C2 ✓✓Haer (HELD) POINT "E" X8'10'28" nN rp STA: 13+94.29(l) R_;�:�" Houf Peterson � ss1+s•�.E--oma:ae.se' L(i) L= 142.68' ��21 (N81 �•�(s� (CALC /,34)(1) LC=N2'36'19"E, `-0'� 72 Righellis Inc. 30.000 142.55' (CN'Cx6) C3 117.93' �136'00' (117.86)(21) ENGINEERS•PLANNERS 55 `� NORTHING: 202398.92' R 1�'�' NORTHING: 202716.26' � LANDSCAPE ARCHITECTS •SURVEYOR S • L=27.92 » EASTING:176803.52" .4�'�3�W 205 SE Spokane Street, Suite 200 CHS) FASTING• 176348 03' LC=N7'29 33 E, 1 � SUNNYSIDE ROAD SE 27.92, COMMERCIAL STREET SE S - JA 71 hone: 503.221.1131 www.hhpr.com STATION 16+55.45(1) STATION 20+00.00 5, (HELD) P p com SHEET 2 OF 5 MCSR 39483 Portland, OR 97202 fax. 503.221.1171 JTC 10/12/2021 SLM-08