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NOTES: <br />1. A 10' PUBLIC UTILITY EASEMENT IS TO EXIST ON LOT LINES <br />ADJACENT TO PUBLIC STREETS. <br />QA DRAINAGE CHANNEL EASEMENT DEED VOL. 623, PG. 780 <br />QUIT CLAIM DEED REEL 319, PAGE 1742, TO CITY OF SALEM <br />• = MONUMENT SET IN MCSR 35606 <br />00- 5/8" X 30" IRON ROD SET AT LOT CORNERS WITH <br />RED PLASTIC CAP MARKED MULTI/TECH ENG., AND <br />5/8" X 30" IRON ROD SET AT BOUNDARY CORNERS, <br />POINTS OF CURVES AND TANGENTS ON STREET <br />BOUNDARIES WITH YELLOW PLASTIC CAP MARKED <br />MULTI/TECH ENG. AND 5/8" X 30" IRON ROD SET <br />AT CENTERLINE OF STREETS WITH ALUMINUM <br />CAP MARKED MULTI/TECH ENG. <br />0 = POST MONUMENTATION CORNERS. <br />(R+M) = RECORD do MEASURED BEARING dt DISTANCE <br />PER C.S. 35606. <br />C. OF S. - S.D.E. = CITY OF SALEM STORM DRAIN EASEMENT <br />PVT. S.D.E. = PRIVATE STORM DRAIN EASEMENT <br />BLK. = BLOCK <br />B.O.T.P. = BOOK OF TOWN PLATS <br />COR. = CORNER <br />C.S. = COUNTY SURVEY <br />I.P. = IRON PIPE <br />I.R. = IRON ROD <br />M.C.M. = MARION COUNTY MONUMENT <br />MON. = MONUMENT <br />P. = PAGE <br />R. = REEL <br />V. = VOLUME <br />i•* = SEE AFFIDAVT NOTES THIS SHEET <br />PATZ ADDITION <br />PORTION OF LOT 11, McNARY'S FRUIT AND GARDEN TRACTS <br />IN N.W. 1/4 SEC. 20, T. 7 S., R. 2 W., W.M. <br />CITY OF SALEM, MARION COUNTY, OREGON <br />MULTI/TECH ENGINEERING SERVICES, INC. <br />1155 13TH ST. S.E. <br />SALEM, OREGON 97302 <br />503-363-9227 <br />INTERIOR CORNER/CENTERINE MONUMENTATION NOTES: <br />PER THE MONUMENTATION AFFIDAVIT RECORDED <br />IN REEL 3750 PG 406 MARION COUNTY DEED RECORDS <br />THE FOLLOWING CHANGES ARE NECESSARY: <br />1) THE NE CORNER OF LOT 21 WAS OFFSET 2.00 FT NORTH ON LINE. <br />SCALE: 1 " = 50' <br />DATE: 01 /04/01 <br />RIDGECREST EAST <br />B. 0. T. P. VOL. 33, PG. 31 <br />BLOCK 3 I Z <br />BLOCK 2 <br />\ 5 <br />� 4 <br />W 6 \ <br />12 / C.S. <br />OA I I I35606 <br />w { \ <br />(140.42) (30•) (30,) 24.61' BASIS OF BEARINGS \ <br />S 01'00'03" W 911.37' (R+M) <br />j 89.94' I ;� 90.00 ' - - - - _ _ . <br />20, ' r15' C. OF S. S.D.E.--- W * '�"� C o 272.00' 80.00' <br />`o F <br />3 0 I •r ��rtigG W 3 <br />i <br />�- F 1 <br />�? 2 a N 1 C. of s cti�ti 20183 SF o 0 2 0 0 <br />9073 SF o 8487 SF 30' 30. DETENTION BASIN cr.` �F� \�� 00 5977 SF <br />°a o EASEMENT �� � 00 <br />V) <br />a0 I Z (7 C8 ` z <br />t0 I � C4 1- <br />____ • - 251.48 � � <br />N" r -------T r -°x•21« E 68.50 � '� N 156.42, J 80.00 <br />S 00'4855" W 9.38' I 15 B 66.75• <br />60.56 I =L1 31_75 _ _ - - - t' - ---------_ - - _432.01' - <br />• `"---------- N 01°01'59" E - <br />N 10' L2 N WENDY STREET N.E. <br />OD W ; C3 <br />N o W C11 ° 65.86' 70.00' \107.84' C, 70.00' 67,2S <br />M►� <br />W <br />M <br />_ � � 4 <br />0 6116 SF 0 6190 SF ' 7114 SF $ 6 0 - `- , \` 3 11 3 <br />5664 SF 0,R g 7 rc <br />00 N 8 00 \ 0 11 ao 0 <br />N °� � 0r�6 5480 SF � � 1 '°` O01 <br />do <br />N <br />ou.UU 60.00' 60.00' <br />_ 65.00' + 70.0 <br />I <br />I INITIAL CORNER <br />5/8" IR FLUSH I I <br />VOL. 28, PG. 33 <br />B.O. T.P. + <br />3 I 4 I 5 <br />I 6 <br />I <br />SLEEPY HOLLOW PHASE II <br />B. 0. T. P. VOL. 28, PG. 33 <br />LINE TABLE <br />r/l:s0/Jr/09-2a-00 <br />5480 SF ; ad <br />CO <br />00 <br />N <br />9 1 UUN 1 10 N 00 11 <br />8442 SFr r- co a^o 11 5480 SF '0 P 5267 SF <br />1 1 OD <br />OD <br />1 Z 1 Z <br />1 <br />70.00' 107.84' 123.40 2 ..501• <br />70.00 <br />I - I 102.07' <br />IN 01 01 59 E 1037.31' <br />8 I C <br />J <br />I <br />CURVE TABLE <br />LINE <br />BEARING <br />DISTANCE <br />L1 <br />S 00048'55" <br />W <br />28.82 <br />L2 <br />S 10'3653" <br />E <br />24.34 <br />L3 <br />S 00'41 53" <br />W <br />26.53 <br />L4 <br />N 43'28'35" <br />W <br />14.22 <br />L5 <br />N 20022'43" E <br />35.34 <br />L6 <br />S 30044'02" <br />W <br />35.48 <br />L7 <br />S 36000'38" <br />W <br />35.43 <br />L8 <br />S 45042'49" <br />W <br />35.53 <br />L9 <br />S 78°39'59" <br />W <br />61.00 <br />L10 <br />S 16'24'00" <br />W <br />74.93 <br />67.29' <br />Z I <br />w <br />I w <br />1 z <br />I Q <br />(30') (30') <br />110.00' <br />T".-- <br />0 <br />toM I t <br />19 u') LO <br />8163 SF 00 <br />Z <br />30' <br />90.54' V^ <br />N G/ <br />N <br />•r <br />74.85 <br />18 <br />7731 SF <br />BLOCK 1 <br />I <br />L14 400 L4 7, <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />` ORE ON <br />AN 21 U97 <br />JOSEPH2P�5ELDING <br />74.58 <br />RENEW BY: 12/31/01 <br />3 <br />3 <br />LENGTH <br />CHORD <br />00C� <br />17 0, <br />65.00 <br />U-) <br />o 7447 SF �' <br />CK <br />°000 <br />z <br />z <br />ci <br />91.53' - - - -S 00'41'53" W 'tK <br />CURVE <br />RADIUS <br />LENGTH <br />CHORD <br />13 C <br />65.00 <br />C1 <br />65.00' <br />30.28 <br />30.04 <br />U) <br />24°47'05" <br />---------- <br />---------- <br />30.00 <br />29.77 <br />S 53°38'15" W <br />240'33'19" <br />C3 <br />70.00 <br />45.13 <br />G5 <br />S 22°53'30" W <br />36'56'10" <br />C4 <br />70.00 <br />9.00 <br />9.00 <br />61.02' <br />C4 <br />C5 <br />70.00 <br />50.79 <br />49.69 <br />S 27°07'29" E <br />41"34'27" <br />C6 <br />70.00 <br />50.57 <br />49.47 <br />S 6803622" E <br />41'23'19" <br />C7 <br />20.00 <br />31.61 <br />28.42 <br />N 44.14'55" W <br />90°33'47" <br />13 <br />to O <br />�*.co <br />14 <br />r . <br />�00 <br />15 <br />w r <br />cN,,o <br />'a0ON <br />1 2 <br />�' <br />6532 SF <br />o� <br />r- <br />6672 SF <br />`n0 <br />° 0 <br />6697 SF <br />Mu°0� <br />O ° <br />°Q�0 0^0 <br />5481 SF <br />o 06 <br />C11 <br />00 <br />4.14 <br />°� <br />S 02°43'42" W <br />0°00 <br />00 <br />351.95 <br />00 <br />22.79 <br />Z <br />03°42'38" <br />(n <br />351.95 1 <br />Z <br />cn <br />S 35021'36" W' <br />N <br />70.00' <br />70.33' <br />65.00' <br />65.00' <br />1 <br />2 <br />P.P. No. <br />98-126 <br />I <br />CURVE <br />RADIUS <br />LENGTH <br />CHORD <br />BEARING <br />DELTA <br />C1 <br />70.00 <br />30.28 <br />30.04 <br />S 78°18'27" W <br />24°47'05" <br />C2 <br />70.00 <br />30.00 <br />29.77 <br />S 53°38'15" W <br />240'33'19" <br />C3 <br />70.00 <br />45.13 <br />44.35 <br />S 22°53'30" W <br />36'56'10" <br />C4 <br />70.00 <br />9.00 <br />9.00 <br />S 02°39'08" E <br />07°22'14" <br />C5 <br />70.00 <br />50.79 <br />49.69 <br />S 27°07'29" E <br />41"34'27" <br />C6 <br />70.00 <br />50.57 <br />49.47 <br />S 6803622" E <br />41'23'19" <br />C7 <br />20.00 <br />31.61 <br />28.42 <br />N 44.14'55" W <br />90°33'47" <br />C8 <br />- 20.00 <br />31.22 <br />28.15 <br />N 45'45'27" E <br />89'26'57" <br />C9 <br />45.00 <br />71.13 <br />63.95 <br />N 44'14'55" W <br />90°33'47" <br />C10 <br />45.00 <br />70.25 <br />63.33 <br />N 45°45'27" E <br />89'26'57" <br />C11 <br />70.00 <br />4.14 <br />4.14 <br />S 02°43'42" W <br />03623'26" <br />C12 <br />351.95 <br />22.79 <br />22.79 <br />S 56°08'51" W <br />03°42'38" <br />C13 <br />351.95 1 <br />97.29 <br />96.98 <br />S 35021'36" W' <br />15'50'19" <br />REEL 741 <br />PAGE 249 <br />S 01'01'59" W 126.00' <br />124..00' <br />AREA DEDICATED FO <br />RIGHT-OF-WAY <br />16 <br />15173 SF <br />134.85' <br />O A 25 FEET WIDE RECIPROCAL AND IRREVOCABLE ACCESS AND <br />UTILITY EASEMENT FOR LOTS 2, 3, AND 4. <br />MAINTENANCE IS THE RESPONSIBILITY OF THE OWNERS OF <br />THOSE LOTS. <br />OC A 25 FEET WIDE RECIPROCAL AND IRREVOCABLE ACCESS AND <br />UTILITY EASEMENT FOR LOTS 14, 15, 16, AND 17. <br />MAINTENANCE IS THE RESPONSIBILITY OF THE OWNERS OF <br />THOSE LOTS. <br />{i <br />(27') <br />10) <br />L <br />_Ln <br />w Q <br />Ictf <br />7' <br />2' <br />to <br />O <br />(0 <br />Ln•- <br />��, alp <br />0 3{ � O Lj <br />+ <br />� 3 <br />C.4 <br />J O <br />O N <br />�zo <br />I 00 <br />z <br />36.00' <br />--J <br />SHEET 1 OF 2 <br />