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MCSR 39669
<br />zft
<br />b L�
<br />1 + 00
<br />152.95
<br />0+00.00
<br />1+52.95 D
<br />13+15.28 D ST. NE
<br />REEL PLAT
<br />P TITI®N,3
<br />PAR 2009
<br />i
<br />t
<br />LOCATED IN THE S.W. 1/4 OF SECTION 24, T.W.M.
<br />CITY OF SALEM, MARIONREG
<br />JULY 1412022
<br />I
<br />6®� 1 K 60� 160'1[1
<br />�0 30 € 1[ gLO� C J 30' 30'
<br />60�[1 ] 9 30' 30' 30' ( 30' I
<br />LOCK ' EAST ENGLEt�OOD ADDN. �' gLOOK
<br />8 V. 14, R. 5J3, B. O. T.P.
<br />23 � � 1 25 �
<br />LOT 1 LOT 21 LOT 26 LOT ®T 26®-� 25 LOT OT 26 L®T
<br />9
<br />N89°41'57"E 786.68' (S89"42'E 786.62'-C)[1 ] I (70')[1 ] (60')[1 ] ' 59
<br />1
<br />198.73' (198.31'-C)[1 ] 198.50' (198.31-C)[1 ] ® 69.94' 8 59.82' 9 200.06' (200'-C)[1 ] (60)[1 ] 15
<br />o Q 5+00 BASIS OF BEARI GS- 9®4'03"E 17.52' 14 10+001
<br />2+00 3+00 4+00 6+00 _ 7+00 8+00 9+00
<br />J697D STREET NE ALIGNMENT €N89°46'03"E 1601.71'�948.91'-+
<br />�- --^ -00 - 00-------------------- - - - - ---------- - - - - -- - -
<br />€N89°46'03"E 569.04'1
<br />r
<br />RADIUS=30.00' o
<br />22 DELTA=89°59'39" `�
<br />LE N GTH = 47.12'
<br />CHORD BEARING & DISTANCE LOT loc T P.
<br />N44®46'1 YE 42.42' KIRK�69, I •®.
<br />q 6, P- tJ
<br />V. N
<br />SEE SHEET 2 i
<br />MONUMENTATION 23RD STREET NE
<br />10 v 112 � 13
<br />rRADIUS=25.00' 10
<br />DELTA=91 °27'57" 11 LOT LO
<br />LENGTH=39.91'
<br />CHORD BEARING & DISTANCE RADIUS=25.00'
<br />=S44®29'59"E 35.80' DELTA=88°49'44"
<br />LENGTH=38.76'
<br />CHORD BEARING & DISTANCE
<br />=S45®34'02"W 34.99'
<br />00' 30' RADIUS=25.00'
<br />DELTA=88°34'23"
<br />LENGTH=38.65'
<br />I CHORD BEARING & DISTANC
<br />=S45®29'27"W 34.91'
<br />FOUND MONUMENT TABLE - D STREET NE ALIGNMENT
<br />POINT #
<br />NORTHING
<br />EASTING
<br />STATION
<br />OFFSET
<br />DESCRIPTION
<br />1
<br />10499.35
<br />9721.09
<br />00+00.00
<br />00.00'
<br />1" IRON PIPE, SOUTHEAST CORNER OF EAST ENGLEWOOD ADDITION,
<br />DOWN
<br />1.0,
<br />SET IN
<br />[1]. HELD FOR CENTERLINE D ST NE
<br />2
<br />10506.66
<br />11520.60
<br />17+99.52
<br />00.00'
<br />1 /4"
<br />IRON
<br />ROD,
<br />DOWN 0.4', SHOWN IN [4]. HELD FOR CENTERLINE
<br />D ST NE
<br />3
<br />10528.82
<br />9843.53
<br />01 +22.56
<br />28.97'
<br />LT
<br />1 /2"
<br />IRON
<br />PIPE,
<br />BENT, TIED WHERE VERTICAL, DOWN
<br />1.2', SET IN [1
<br />]
<br />4
<br />10475.05
<br />9899.10
<br />01+77.91
<br />25.02'
<br />RT
<br />5/8"
<br />IRON
<br />ROD
<br />WITH YELLOW PLASTIC CAP STAMPED
<br />"WILSON PLS
<br />2687",
<br />SET
<br />IN
<br />[5].
<br />DESTROYED BY CONSTRUCTION, REPLACED IN THIS SURVEY
<br />5
<br />10462.27
<br />9946.19
<br />02+24.95
<br />38.00'
<br />RT
<br />5/8"
<br />IRON
<br />ROD
<br />WITH YELLOW PLASTIC CAP STAMPED
<br />"WILSON PLS
<br />2687",
<br />SET
<br />IN
<br />[2].
<br />DISTURBED BY CONSTRUCTION, REPLACED IN THIS SURVEY
<br />6
<br />10529.63
<br />10042.26
<br />03+21.29
<br />28.98'
<br />LT
<br />1 /2"
<br />IRON
<br />PIPE,
<br />BENT, TIED WHERE VERTICAL, SET IN
<br />[1 ]
<br />7
<br />10530.78
<br />10240.76
<br />05+19.79
<br />29.32
<br />LT
<br />5/8"
<br />IRON
<br />ROD
<br />WITH YELLOW PLASTIC CAP STAMPED
<br />"DFBATES PLS 24",
<br />NO RECORD.
<br />DESTROYED BY CONSTRUCTION, REPLACED IN THIS SURVEY
<br />8
<br />10531.11
<br />10310.69
<br />05+89.76
<br />29.37'
<br />LT
<br />1 /2"
<br />IRON
<br />PIPE,
<br />BENT, TIED WHERE VERTICAL, DOWN
<br />0.8', SET IN [1
<br />]
<br />9
<br />10531.48
<br />10370.51
<br />06+49.55
<br />29.50'
<br />LT
<br />1 /2"
<br />IRON
<br />PIPE,
<br />BENT, TIED WHERE VERTICAL, SET IN
<br />[1 ]
<br />10
<br />10464.57
<br />10515.22
<br />07+93.98
<br />38.00'
<br />RT
<br />5/8"
<br />IRON
<br />ROD
<br />WITH YELLOW PLASTIC CAP STAMPED
<br />"WILSON PLS
<br />2687",
<br />SET
<br />IN
<br />[2],
<br />DESTROYED BY CONSTRUCTION, REPLACED IN THIS SURVEY
<br />11
<br />10439.04
<br />10540.31
<br />08+18.97
<br />63.64'
<br />RT
<br />5/8"
<br />IRON
<br />ROD
<br />WITH YELLOW PLASTIC CAP STAMPED
<br />"WILSON PLS
<br />2687",
<br />SET
<br />IN
<br />[2],
<br />DESTROYED BY CONSTRUCTION, REPLACED IN THIS SURVEY
<br />12
<br />10440.52
<br />10600.27
<br />8+78.93
<br />62.40'
<br />RT
<br />5/8"
<br />IRON
<br />ROD
<br />WITH YELLOW PLASTIC CAP STAMPED
<br />"MULTI/TECH
<br />ENG.",
<br />SET
<br />IN
<br />[7]
<br />13
<br />10465.02
<br />10625.25
<br />09+04.02
<br />38.00'
<br />RT
<br />5/8"
<br />IRON
<br />ROD
<br />WITH YELLOW PLASTIC CAP STAMPED
<br />"WILSON PLS
<br />2687",
<br />SET
<br />IN
<br />[2]
<br />14
<br />10532.51
<br />10570.57
<br />08+49.61
<br />29.71'
<br />LT
<br />1 /2"
<br />IRON
<br />PIPE,
<br />BENT, TIED WHERE VERTICAL, DOWN
<br />0.7', SET IN [1
<br />]
<br />15
<br />10532.95
<br />10630.20
<br />09+09.24
<br />29.91'
<br />LT
<br />1 /2"
<br />IRON
<br />PIPE,
<br />DOWN 0.6', SET IN [1 ]
<br />•" TABLE-D ST NE
<br />CALCULATED POINT
<br />�• .
<br />NORTHING_
<br />1
<br />•
<br />•....
<br />.; ��' •f
<br />•
<br />rr ••I
<br />monuments,All • • or are within 0.20'of ground
<br />unless • -: othevvise.
<br />= Found monument in place (see found monument
<br />table)
<br />o
<br />= Found monument as noted - destroyed or disturbed
<br />during construction. Set 5/8" x 30" iron rod with yellow
<br />plastic cap stamped "WILSON PLS 2687"
<br />( }[#]
<br />= Data of record per Survey Reference Number
<br />= Data of record equals measured per the plat o
<br />IKBRI E
<br />[#]
<br />= Data of record equals measured per Survey
<br />Reference Number
<br />MCDR
<br />= Marion County Deed Records
<br />MCSR
<br />= Marion County Survey Records
<br />B.O.T.P.
<br />= Book of Town Plats
<br />= Centerline
<br />V.
<br />= Volume
<br />R.
<br />= Reel
<br />P.
<br />= Page
<br />-C
<br />= Calculated Survey Value
<br />MCSR 39669
<br />
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