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FELTON STREET SOUTHWREN 11EIGMT5
<br />�
<br />SEE SHEET 5 FOR ROW RESOLUTION BLOCK 22, "IIANSEN"
<br />VOLUME 06, PAGE 42, BOTP LOCATED IN TILE NORTHEAST QUARTER OF SECTION 4, G�
<br />TOWNSHIP 8 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN, DOUGHTON STREET SOUTI-I, 50' ROW, _) (29 1 P) RI *M _ PP
<br />BLOCK 2 I , HANSEN CITY OF SALEM, MARION COUNTY, OREGON SEE DETAIL G-1 ,SHEET 5 176 —
<br />VOLUME 06, PAGE 42, BOTP EARf1ART STREET SOUTH, SEE SHEET 5 FOR ROW RESOLUTION -
<br />25.00' SEE DETAIL C-2, SHEET 4 FOR DETAIL MARCH 10, 2022 (2 330 i I i t (538029'31"W 17.09) R I
<br />SEE DETAIL D- I, i------ I 1 SEE SHEET 5 FOR ROW RESOLUTION BLOCK 23 "HAN5EN"-----------------� CALC'D RI
<br />SHEET I I 12.82 I I _ _ _ _ _ _ _ _ _ _ _ _ _ ' i I 588° 12'44'f-
<br />25.00'
<br />2' 44"E I ACCESS EASEMENT
<br />i 126 1 25.00' / --5.00' S2 6O 159 I VOLUME 06, PAGE 42, BOTP 153 152 15 1 155 I (1 7.00') K I * K I I IL PURSUANT TO REEL
<br />I 127.54 I 67.76 58 i 1 4248, PAGE 482 MCDK
<br />i
<br />127 /_ j 195.30' I/ \ 195.24' --- -----------
<br />130.00
<br />�--------- 510 42' 19"W I
<br />THE SOUTH END OF THE WEST RIGHT-OF-WAY 30.00' _ (5880 1 2' 44"E 525.57') K I *M SEE DETAIL E- I, - 1 10 PUE LOT 22 1 (65.00') R I I I I 6.00' WATER $ PIPELINE EASEMENT,
<br />LINE OF FELTON STREET 50UTI-1, AS PLATTED IN 37.82' � I 0 LOT 33 f�� SHEET 1 - - I 20' PSDE 1 1, 140 SF d
<br />HANSEN IS OCCUPIED BY A UTILITY POLE. NO �0 8,709 SF ,� I 15 1 LOQ \ I i 3 OOVOLUME 50 1, PAGE 400
<br />MONUMENT COULD BE SET. A CALCULATED POINT � P5DE I I SEE DETAIL A-2 I ° '�
<br />m — —°— — — — — �-- I S6 I 14 1 5 E �L ACCESS EASEMENT I (540 07' 22"W 45.79')R I
<br />IS SHOWN. O - N88 02'3G W HEREON v
<br />2 � I w , ,. � I 04. 19 / PURSUANT TO REEL 483, j LOT 7
<br />0 - = 1 1 1.63 _ I\ --__ 23.15
<br />-- ----- _-- - PAGE 671 MCDR
<br />��� 0 d- ---- -- / II
<br />�P PGS 03 m N 0 1 0' PSDE �� N88° 02' 36'W aj O \ LOT 22 / (100. 00') R I I i UNRECORDED i '
<br />_ _U RECORD D 0
<br />Ln LOT 32 Ln 42.99' �' I 0 PUE �� C29 G� SEE SHEET I FOR i
<br />cv 10 N o) O• 1 0' PUE 108 WATERLINE EASEMENT,
<br />ry _ _ m Ln 5,780 SF LOT 23 1 — i CENTERLINE INFORMATION , REEL 2002, PAGE 23
<br />z I N88° 02' 36"W Ln -I- LOT 28 LOT 27 LOT 23—
<br />G,3G3 SF ° 6,234 SF ^ 7, 1 1 2 SF (30.78') R2*M GRANTED THI5 PLAT
<br />104.48' 23.35' o� S6 �� 109 �, DESTROYED DURING FENCE \
<br />-�
<br />t� 1 I ' 1 - 115 �`�° 4 /�30.00' 2� — CONSTRUCTION, RESET AT CALC'D
<br />, I
<br />N 10 PVTDE - 9 = �, n 32,
<br />24 28.30' LOT 3 I L5 10' ^ O/.OS, 3F / G POSITION SEE DETAIL F-1 ,SHEET 4
<br />_
<br />5,193 SF 1� O PVTDE- 12 acv I 30.00' ( �/
<br />i v� N88° 02' 36"W �N � LG LOT 24 / 1 O' PUE N270 37' 39"E ACCESS EASEMENT
<br />N m 0 5,894 SF 2 (38.89) R I PURSUANT TO VOLUME
<br />- - m 100.241 N � L7 I O' /� v- LO 474, PAGE 723
<br />° d U N 1 0' 10' 1- 1") N 18° 2 I' 05"E
<br />n >n v v PVT55E-5 PVTDE-1 I --�� \ PVTDE- 13 /C� v i 47.54' °
<br />/ (518 2I 05 W 59. 15') KI
<br />LOT 30 �� LOT 29 _ a� \ v v� N ACCESS EASEMENT
<br />(2.7 I) R I PURSUANT TO REEL
<br />- I
<br />5,652 SF �� 4,288 SF o O LOT 26 O - LOT 25 \ ��� V� /
<br />Gt \ � i O O ,) �t 6,670 SF -� 3 / 4248, PAGE 482 MCDR
<br />PP 3 _ 5,495 SF Ln ,/ LO 119
<br /><o j4.731 19.40 00 LOT 25 �U STORMWATEK
<br />��'� 84 1 0' PUE MANAGEMENT _ _ _ _ z I-- � (3.33') K I *M
<br />\ 1 C 4 C 1 / FACILITY 00
<br />SEE DETAIL D-2, 4 — ___ _ 7 - t� !� i REEL 2002,
<br />SEE DETAIL E-2, � C/5 — — — — — ��Co 9,699 SF
<br />SHEET 4 SHEET 4 857.82 G I-- N PAGE 23
<br />0 � \ C C9 C8 3 3 T 3�, � �'- 588° 14' 3 2' E O� � � W
<br />(588 12'44"f- 134.70) R I *M �. �O _ �_ _ C3 7 30.00 I 98.24 \-
<br />/84. 1 9 FELTON--__ - _ 102.41 - 1 U 10, 32.75 Q tL
<br />177 / 55.37, S ST�E� N87° 35' 3G"W PVTDE-5 O
<br />ry ° „ � , — OUT/--, LOT 2 1 O - =--- d -
<br />N55 30 19 E / 10 2g 82� 30.00 E j jW
<br />It i 43.49 / PVTSSE-3 � CG C43 I 0 PU C40 5,96G SF
<br />,n SEE DETAIL F- 1, �� / 10' I 0 — C5 C7 52.8 I ° 27.25'
<br />0 SHEET 2 e
<br />0 �• / PVTDE-8 -� PVTSSE-2 � I 0 --�/ _ — 5 — ��� 588 14 32 E Q
<br />LOT 7 � /- I 100.02 O
<br />III 18,845 SF / LOT 8 (v 10, -�/`-L' PVT55E-1 = -' >
<br />A �� PVTDE-7 � I OE -4 � -
<br />/ 9,531 SF 0 ? '� cv LOT I 1 I O O PVTD O _
<br />N �/ 5 / u \ LOT 9 ' cv I 7,133 S F cn LOT 20 O LOT
<br />�� z 7,762 SF 0 LOT 10 ��0 I- ►-- �0 6,001 SF �o N 33
<br />0 / PVTSSE-4 �/ 129 'cv _ Lp I L W � \,O
<br />z 1 35.99' 58.97' S 8,586 SF I _ ° ° N
<br />I I. G4 588 1 4'32T 1 R/ 588 14 3 2 E
<br />DETAIL F- I
<br />NOT TO SCALE
<br />(N88° 3 1 ' 34"W 194.9G') R I , K2*M 30' ' 12.48 10, 1 100.00' 100.01 ' VARIABLE WI DTH
<br />el -27 , PVTDE-G —7 6, z - 1 0' PUE 10' PVT55E-7
<br />° I' 35"E _ N LOT 1 2 0 o PVTDE-3 p N
<br />m
<br />568 0 f 7375, 87.02, G,0005F o I z o o _ --- ------ ----��
<br />G 2.94' O CD O LOT 1 9 O L
<br />5770 56' 20„� 74.54, - 16.7 I ' L `0 6,000 5F �0 0
<br />LOT G 48 2Q, O - j 6? O - - 5 - I O' PSDE 35 2
<br />EARf1ART STREET
<br />SOUTH
<br />8,835 SF 5(580 14' 32"E O0I F) 5880 14'32"E i 1 �? 22 \�"�N� N740 22' 1 7"E C
<br />_ _ m 100.00 O m 100.00 1 I 5� A0 � 7.3210
<br />I
<br />R/ N LOT 5 i` OLOT O cO Ln O CO o PVTDE-2 1 o I (,
<br />m
<br />10,912 SF `n o O 6 000 SF O N e l m 6L000 �F 1 0 1 1 0'
<br />N LOT 4 It �_ m j 1 PSDE
<br />- _- m 0 9,990 SF 0 5880 14' 32"E z 5880 14'32
<br />N `�----------1 100.00' 99.99' I j \0
<br />REEL 2002, „� pal ---------- 1 --- _
<br />PAGE 23 cv I O 10' PUE -®_ - IDE- I - I
<br />m z PVTAUE-2 PVTAUE I I LOT 14 o O LOT 17 i 0 1
<br />�- - N5,999 6,000 SF O o SF I o i LOT 32
<br />0 59.60' L` ----�
<br />z
<br />5880 30'52T: i N i -------f 25.97'
<br />97 10' 1 � 1 588 1 4 3 2 E 30' 30 588 14'3211f= 1
<br />1 O 1 100.00' 99.98' I SEE DETAIL F-2,
<br />' i I
<br />t� LOT I LOT 2 1 I LOT 15 _ 1 60 _( 1 i SHEET 4 FO R
<br />LOT I G
<br />G, I G4 SF _ 6,087 SF c I m 7,674 SF O I 1 FENCE
<br />O O' 100' O m I _ i LOT 3 O �� 7,G47 SF00
<br />ENCROACHMENT
<br />5 _ O_ I G, 108 SF- ,n N DETAIL
<br />0' 10' PUE I I � 10' FU If 10' I ` �
<br />SWIf — I — — — 5WE � i - - - - - - I SEE DETAIL A- 1,
<br />1 --- +--- X10 PUE
<br />C27 101 I.
<br />10.001 ---- -=1 — — — — — -- —i
<br />SHEET I
<br />I 60L 01 If � 60.00 1 59-8 If
<br />�- - 80.03' 79.94' i
<br />SEE DETAIL C- 1, I 128 I - --- N88° 19' 44"W 284.85' C3 I 102 - -
<br />N88° 19'44"W 464.78' 20.00'
<br />- - - - SPIFFY I I 50 `- 1 20.00'
<br />334.82' (N88° 1 9'44"W 464.80') CALC'D R2 20' �- 1 29.96' i 1
<br />I
<br />SALEM HEIGHTS AVENUE30 0'if 1 - - - - - - 30' (5880 1 9' 44"E 464.78') CALC'D R8*M -
<br />SOUTH ROW DEDICATION SEE DETAIL B-2, _ _ _ _ _ _MONUMENT ISA 5/8" X 12" DEFORMED REBAR WITH A 2"
<br />SHEET 4 F— ALUMINUM CAP MARKED "PROJECT DELIVERY GROUP".
<br />- - - - - - - - - - THE REBAK LENGTH 15 DUE TO PROXIMITY TO A GAS LINE.
<br />33. 10'
<br />5.�
<br />�� 0 22 \ 10' PSDE
<br />VARIABLE WIDTH
<br />--- PVT55E-6---------
<br />LOT 28
<br />DETAIL A-2
<br />NOT TO SCALE
<br />CIVIL ENGINEEK5
<br />LAND 5 U RV EYO R5
<br />REGISTEREDPROJECT MANAGER5
<br />PROFESSIONALPLANNER5'
<br />LAND SURVEYOR a
<br />PROJECT DELIVERY GROUP, LLC
<br />'1 200 IIAWTIIORNE AVE SUITE A-1 00
<br />OREGON SALEM, OR 97301
<br />Y 15, 2012 503-364-4004
<br />KEITH WHISENHUNT PROJECT NO. 15128
<br />7
<br />EXPIRES: JUNE 30, 2022 SHEET 2 OF 7
<br />
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