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HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/14/2022WOODLAND RIDGE PHASE III IN THE N1/2 SECTION 4, TOWNSHIP 18 SOUTH, RANGE 2 WEST, W.M. FOUND: 518" /R W/YPC SPRINGFIELD, LANE COUNTY, OREGON MARKED IEGR & SURVEYED: MAY 31 2022 {mak � cV ASSOC. " 2.87' "w. WESTERLY(287)Rt z . ........... 4. .... SHEET 1 OF 5 PUBLIC UTILITY AND .ER CT �' _ _ SLOPE EASEMENT PER j ea ,8, z Y�,� a w. �m, , .,a,.. ,,.x.. ,.E.., ..3 ..........,.t5, .. . ,�,,.....,...... .... ....... .,_.. �., . w.,... . "..,. , f " .,,....ter' „ , .;" ......, , a.......,....L �'L ..,...... �.,,.:..,.., . L ...,,. L. .........,.,.,,,.1...�....... £ � a--L- TRACT � - ._ T R CT DOCNi 2020-045188, � .. _ �.. � . �... w. . _ . FOUND: N65101'52V, <S'sso ONS' LCODR . f. 0.19 FROM TRUE CORNER �, \ V?�, ?sty. t € _.. x rn x h �O 04 00DW110D RIDGE 6 • xa r `Y '� t In s , s i ,r s( , $ • p'i.�hx s . _£... ...... ........s . 3$°•.F �2 B.bsS I S3,cs £ $.€,asE. ',xF E 'syby'; £ •'ems I f ..."....,«......i........,...,, .. i ---i .,F _ 0 �a�,a�.i�,aWI'D E��Y°'.:trp, ; �'� D'X36 `°° 28 TEMPORARY PUBLIC ES-� �= b.,�..� �� ^ N89'50'32'"E 200.22'-� � � _ �� 2 � � i (N89'S2'13"E 200.19' R124.9.94'_ _- - - - - � �.�.. _.....a .._, � _ . ".... _r. , � �o. EMERGENCY ACCESS EASEMENT .._.. .. ... ) N89 58 45 E N89'28'22V 279.00' Lg (N89'5752 E 250.00'jRl N89'S7'43"E 25 %3' R (N89'56'16'E 426.73)R1 PER DOC.NO. 2021-068267, k TRACT A _ m. ;__e.w_. �..;„ ..... LCODR N N89 56 51 E 25678 _ 37' � � �� f 7_. � tooN i7 is 112, 90 SF L6 u£ 31 � `� � � O � �� 9 � �� 15 14 13 �5;� N89 55 28 E 426.80 „ -.. [ N N 18 12 11 957y S00 04 22 E _ - - - - Y y r W . o 10 649. :k 336.80' _ _ - L4 - - _ - S89'S9'27�E 1435.89 `11 6 . LQ 4, o `v a; 9 >6 90.35 10 .00 - - N>4 TIES `n •�- °O cv H 8 I C-11) N (S89'59'27'E 1435.84)R 1 E IES �v I) , N � � �, N 7200 X10 SUB EASEMENT 200 X10 SUB EASEMENT �,� p 19 E 6 �i o TRACT F -BASIS OF BEARING - W IL S'' T-.., 5 4 L7 ^ Q PER DOC. 262 644 SF PER DOC.Ni y :- Cyj 20F 22 23 REE \ 1 z 2020-011932, LCODR 2021-068215, LCODR N89'55'38�V 1846.56' ZZ 25 26 27 246.8'X35.9' TEMPORARY PUBLIC 1474.92' SEE SHEET 2 FOR z 21 TR 28 29 3 2 1 EMERGENCY ACCESS EASEMENT -94 MONUMENTS FOUND ON w..`` - --) z �- - - _ACT 30 �, B Lg PER DOC.NO. 2020-045189, WESTWIND EAST LINE _ _ _ 31 32 C6 LCODR TRACT G ® N H O L L Y S T ` \ 49 \\ o 368,068 SF L o EASEMENT DOC.2FRO-CIT' E X589'28'22"E 247.48' � � 48 33 �` r ^ ODR Mcolo N o 8320250, LC�� 34 35 36 40'x40' SUB EASEMENT TRACT D `s 47 46 45 I 37 ' N89 55 39Y J10.10 L i O TRACT 391.64' RECORDED DATE: COUNTY CLERK BY: 71 30 44 i 260.10 N89' 14'15 "W 1054.63' € { INITIAL 28ys>�A',� �,� \ 43 42 41 40 139 38 .._...w._. POINT Nsy sts 's�2�3 H 0 L L Y S T '^ Nw_. TRACT C 50 51 52 53 54 i \Z TRACT E h 412,142 SF N8o•01'jsE TRACT H o ... 9 3s 00 • 200, 400 SCALE 1 i0 .LEGEND BOUNDARY LINE - - - CENTERLINE ------------ PUBLIC UTILITY EASEMENT FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP 0 MARKED "ECR & ASSOC" PER WOODLAND RIDGE UNLESS NOTED OTHERWISE FOUND5/8" IRON RDD WITH YELLOW PLASTIC CAP MARKED I.B. OLSON & ASSOC.." PER CSF 44178 © FOUND 5/8" IRON ROD PER CSF 23776 0 FOUND 5/8" IRON ROD W/YELLOW PLASTIC CAP MARKED %PFF INC. " PER WESTWIND ESTATES SET 5/8" REBAR W/RPC MARKED "NORTHSTAR SURVEYING" O SET 5/8" REBAR W/RPC MARKED "NORTHSTAR SURVEYING" BY POST MONUMENTATION -0 SET 5/8" REBAR WITH 1-1/2" ALUMINUM CAP MARKED "NORTHSTAR SURVEYING" BY POST MONUMENTATION CSF COUNTY SURVEY FILE NUMBER RPC RED PLASTIC CAP PUE PUBLIC UTILITY EASEMENT SUB SPRINGFIELD UTILITY BOARD LCODR LANE COUNTY OREGON DEED RECORDS REFERENCES (R1) WOODLAND RIDGE PHASE I, COUNTY SURVEY FILE NO. 45197, ERICKSON 2020 (R2) COUNTY SURVEY FILE NO. 44178, OLSON 2017 (R3) COUNTY SURVEY FILE NO. 23776, GUILE 1980 (R4) WESTWIND ESTATES, COUNTY SURVEY FILE NO. 41723, TETSUKA 2009 CITY OF SPRINGFIELD PLANNING ACTION NUMBER 811-22-000040-TYP2 ASSESSORS MAP/LOT: 18-02-04-2800 CURVE # LANE COUNTY SURVEYORS OFFICE CSF N0. FILE DATE RADIUS 1 DELTA 1 CHORD 1 C1 SEE SHEET 4 FOR . �. \ \--__-� A,' 25'07*15" S72'37'09)Y 13765' N rr o k 316.48' TRACTS D & E 0&1 Zoe C3 78.40' 1939.90' = N46'10'42V 78.J9' BOUNDARIES IN THIS . \ 1939.90' 10'22'35" N52'31'27v 350.84' k,F 728.99' AREA Zo \\ r \ \ S89 5538 "W 970.60' C6 31.42' 20.00' 90100100" S45'04'22"E 28.28' \ % cl,. y"g; \\ 140.42' 230.00' 34'5853" S37'3636 "E 138,25' 05 206.74' y g TRACT E S54'5729 "E 194.23' C57 44.79' 1 46.00 f 55'4737" \� 412,142 SF WASTEWATER LINE w .. . 00 • 200, 400 SCALE 1 i0 .LEGEND BOUNDARY LINE - - - CENTERLINE ------------ PUBLIC UTILITY EASEMENT FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP 0 MARKED "ECR & ASSOC" PER WOODLAND RIDGE UNLESS NOTED OTHERWISE FOUND5/8" IRON RDD WITH YELLOW PLASTIC CAP MARKED I.B. OLSON & ASSOC.." PER CSF 44178 © FOUND 5/8" IRON ROD PER CSF 23776 0 FOUND 5/8" IRON ROD W/YELLOW PLASTIC CAP MARKED %PFF INC. " PER WESTWIND ESTATES SET 5/8" REBAR W/RPC MARKED "NORTHSTAR SURVEYING" O SET 5/8" REBAR W/RPC MARKED "NORTHSTAR SURVEYING" BY POST MONUMENTATION -0 SET 5/8" REBAR WITH 1-1/2" ALUMINUM CAP MARKED "NORTHSTAR SURVEYING" BY POST MONUMENTATION CSF COUNTY SURVEY FILE NUMBER RPC RED PLASTIC CAP PUE PUBLIC UTILITY EASEMENT SUB SPRINGFIELD UTILITY BOARD LCODR LANE COUNTY OREGON DEED RECORDS REFERENCES (R1) WOODLAND RIDGE PHASE I, COUNTY SURVEY FILE NO. 45197, ERICKSON 2020 (R2) COUNTY SURVEY FILE NO. 44178, OLSON 2017 (R3) COUNTY SURVEY FILE NO. 23776, GUILE 1980 (R4) WESTWIND ESTATES, COUNTY SURVEY FILE NO. 41723, TETSUKA 2009 CITY OF SPRINGFIELD PLANNING ACTION NUMBER 811-22-000040-TYP2 ASSESSORS MAP/LOT: 18-02-04-2800 CURVE TABLE CURVE # LANE COUNTY SURVEYORS OFFICE CSF N0. FILE DATE RADIUS 1 DELTA 1 CURVE TABLE CURVE # LENGTH RADIUS 1 DELTA 1 CHORD 1 C1 138.76' 316.48' 25'07*15" S72'37'09)Y 13765' C2 81.05' 316.48' 14'40'26" S5243'21 V 80.8Y C3 78.40' 1939.90' 2'1856" N46'10'42V 78.J9' C4 351.32' 1939.90' 10'22'35" N52'31'27v 350.84' C5 728.99' 5759.60' 715'20" N65'26'36V 72850' C6 31.42' 20.00' 90100100" S45'04'22"E 28.28' C31 140.42' 230.00' 34'5853" S37'3636 "E 138,25' 05 206.74' 170.00' 69'40'39" S54'5729 "E 194.23' C57 44.79' 1 46.00 f 55'4737" N16'08'44'1N 43.04' RECORD CURVE DATA PER R2 CURVE LENGTH RADIUS DELTA CHORD C1 138.91 ' 316.48' 25'08'55" S72'38'08"W 137.80' C2 81.39' 31648' 14'44'06" S52'41'37V 81.17' C3 78.40' 1939.90' 2'1856" N46'10'48"w 78.39' C4 351.22' 1939.90' 1002224" N52'31'28"W 350.74' C5 728.81' 5759.60' 715100" N65'23'10`W 728.32' �o EASEMENT DOC. ;_-" ... 2012-066090, LCODR N 416 \ \ N � 600 16 S7 « 5 ; ". z ACCESS & MAINTENANCE yp S6 \ \ #-- 6' _.v _...... N . ss EASEMENT DOC. � 2012-066091 LINE TABLE• s0o my� ?JAS \ \ � �RIi 7 301 \ S89'55',38 "W , LINE # DIRECTION LENGTH L 1 SO'16'30V ,5.19' TRACT D (SO'18N`W 3818)R1 L2 S0708'260E 59.84' LOTS 10-27, LOT 49, AND TRACT B (SO703'271E 59,90)R1 L3 S0100'44"E 54.95' LOTS 50-54, TRACT C, AND A PORTION OF TRACT D (SO'03'55"E 64,96)Rl L4 N895748 "E 75.02' MONUMENTATION CERTIFICATE, EXISTING EASEMENTS, (N89'56'58"E 75,00)R3 L5 N80'36'13)Y 50.69' L6 N6915528T 1.0.00' L7 N89'5538)Y 20.00' L8 NO'04'22V 80.00' L9 N89'5538V 4000' L10 S8941'42T 50.00' L11 ND0'04'22)Y 4764' L 12 N45157'28'T 11,88' t 00.00 NO'04'4' 'W f 116.54 ----- ____ _ riji6psp0���----------r----- -- i t, •B�J� \ \205.00„ S N89 55 38 E 10 N _ , 98 38 40.06 �- .-- S85'11 'l6'1N 79.96' m "- - ' -(S85'f2'35"W 80.01)R2 S85'04 41 "W 138.44 " (S85'12'35)Y 138.45 )R2 S44'44'23')V 23.88' (S43'19'55'W 23.68)R2 SHEET INDEX SHEET 1 BOUNDARY & TRACTS A, E, F, G, AND PORTIONS OF TRACT D REGISTERED SHEET 2 LOTS 10-27, LOT 49, AND TRACT B PROFESSIONAL SHEET 3 LOTS 1-10, & LOTS 27-49 LA N D SURVEYOR SHEET 4 LOTS 50-54, TRACT C, AND A PORTION OF TRACT D SHEET 5 DECLARATION, ACKNOWLEDGEMENT, NOTES, POST MONUMENTATION CERTIFICATE, EXISTING EASEMENTS, OREGON APPROVALS & ACCEPTANCES, SURVEYOR'S CERTIFICATE, JUNE 10, 2014 & SURVEYOR'S NARRATIVE DAVID LEE SCHLOSSER JR. 72617 RENEWS: 06/30/2024 �I I-2-a-bt�ol"I�-pry SHEET 1 BOUNDARY ,& TRACTS A, E, F, G, AND PORTIONS OF TRACT D O CORVALLIS, OR 97330 (Z) -ti f 101-YU3U rAA (541) 757-7578 www.northstarsurveying.com N- cs WOODLAND RIDGE PHASE III IN THE N1/2 SECTION 4, TOWNSHIP 18 SOUTH, RANGE 2 WEST, W.M. SPRINGFIELD, LANE COUNTY, OREGON SURVEYED: MAY 31, 2022 SHEET 2 OF 5 TRACT A S89'28'22 "E 279.00' nN80'J,6 ",J V 50 69, T 74.80' 5000' LOT 49 cz; 'V - CITY OF SPRINGFIELD PLANNING ACTION NUMBER 811-22-000040-TYP2 ASSESSORS MAP/LOT: 18-02-04-2800 S75Jg 57E 2587 T 11 RW LANE COUNTY SURVEYORS OFFICE CSF NO. FILE DATE RADIUS ;2 SF CHORD C35 206-74' 170.00' o LOT 10 S545729"E 194.23' 06 243.22' 5162 SF cN N545729V 228.51' C37 279.70' o LOT 9 S54*57291E 262.78' C38 92-84' 5162 SF 3.00' PUE SJ 1 *40'*58 "E 92.21' 09 186.87' O 46'33'02" S66'31'18-vE 181.77' k 31.21' 20.00' o S4446221E 28.14' C41 31'63' .rye._ 90*3559 " co 5'7E 61" 980, 2000' 90'35'59" S45*l3'38V 28.43' \4980' 148.23' , N75,jq 1 7k 44980' 18437'41 " N45*l3'38"E 91.92' C44 8.00' PUE 51.6 cy) 4700'51 N23*3447V 15.95' C45 �i' ;T4 oNi N2J*25'49 "W 36.92' C46 35.90' 46.00' 44*43'16" 5354 SF C47 36.99' 46.00' 46*04'17" N675859T 36.00' C48 37.35' 46. 00' 46*31'21 " LOT 28 C49 RECORDED DATE: COUNTY CLERK BY: Curve Table CURVE LANE COUNTY SURVEYORS OFFICE CSF NO. FILE DATE RADIUS DELTA CHORD C35 206-74' Curve Table CURVE LENGTH RADIUS DELTA CHORD C35 206-74' 170.00' 69'40'39" S545729"E 194.23' 06 243.22' 200.00' 69*40'39" N545729V 228.51' C37 279.70' 230. 00' 69'40'39" S54*57291E 262.78' C38 92-84' 230,00' 23*07'38" SJ 1 *40'*58 "E 92.21' 09 186.87' 230.00' 46'33'02" S66'31'18-vE 181.77' C40 31.21' 20.00' 89'24'01" S4446221E 28.14' C41 31'63' 20.00' 90*3559 " N45*13'38"E 28.43# C42 31.63' 2000' 90'35'59" S45*l3'38V 28.43' C43 148.23' 46.00' 18437'41 " N45*l3'38"E 91.92' C44 16.41' 20.00' 4700'51 N23*3447V 15.95' C45 37.99' 46.00' 4718'46" N2J*25'49 "W 36.92' C46 35.90' 46.00' 44*43'16" N22 *J5'12 T 3500' C47 36.99' 46.00' 46*04'17" N675859T 36.00' C48 37.35' 46. 00' 46*31'21 " S65'43'12 "E 36.33' C49 16.41' 20.00' 4 700'5 1 " S65*5757"E 15.95' C50 42.17' 175.00' 13'4826" N82*34'10V 4207' C51 48.20' 200.00' 13'48 26" S82'34'10 IE 48.08' C52 54.22' 225.00' 13*4826" S8234'1 0 T 54.09' c53 29.40' 175.00' 09*3734 N80*28'4jV 29.37' C54 12.77** 175.00' 04'10'52" N87*2256"w 12.77' C55 17.20" 225.00' 04*2249" S7751 '21 T 17.20' C56 37.02' 225.00' 09-2536- S84'45'34 "E 36.98' 6801 SF C-4 N89*55'38T 50.00' LEGEND BOUNDARY LINE S75'25'38"E- - - - - - CENTERLINE 2.58' PUBLIC UTILITY EASEMENT (9 FOUND 518" IRON ROD W11YELLOW PLASTIC CAP MARKED XPFF INC. PER WESTWIND ESTATES OO FOUND 518" IRON ROD PER CSF 23776 S89#5538V 50.00'SET 518" REBAR WIRED PLASTIC CAP MARKED INORTHSTAR SURVEYING - 40' 0 40 80 BY POST MONUMENTATION SCALE 1 "=40" {� SET 5/8" RE5AR. WITH 1-1/2" ALUMINUM CAP MARKED LOT 49 NWORTHSTAR SURVEYING" BY POST MONUMENTATION 6732 SF CSF COUNTY SURVEY FILE NUMBER PUE PUBLIC UTILITY EASEMENT oSUB SPRINGFIELD UTILITY BOARD \� REFERENCES LOT 48 8787 SF 9.252,5j"W 569\* RENEWS: 06/30/2024 (K4) WLSIWINI) LSIAILS, CUUNTY SURVEY FILE NO. 41723, TETSURA 2009 SHEET 2 LOTS 1.0-28, & 49 OT1O ).o 720 NW 4TH STREET CORVALLIS, OR 97330 (541) 757-9050 FAX (541) 757-7578 www.northstarsurveying.com LOT 11 5162 SF 516Z' �w N q LOT 10 5162 SF WOODLAND R,IDGE IN THE N1/2 SECTION 4, TOWNSHIP 10 SOUTH, RANGE 2 WEST, W.M. SPRINGFIELD, LANE COUNTY, OREGON SURVEYED: MAY 31, 2022 40' 0 40' 80' SHEET 3 OF 5 10.001 39.92)R1 (4008' 562, SCALE 1 "=40" w "o0 5� 6Z' S�53g5>p N � F o LOT 9 AN n 5162 SF N N REFERENCES (R1) WOODLgRAWiMX I, COUNTY SURVEY FILE NO. 45197, ERICKSON 2020 �I 8.00' PUE o LOT 8 Aw sZ o o 5162 SF N A W o LOT 7 Aw o 5� 8g 4i N � w 5162 SF N LOT 6 0 o' 5162 SF 55593 jry `� 5162. o° 0 25.00 o W y E o •`y LOT 5 N OD -' 8.00 PUE 5293 SF 6Z. LOT i co 9313 SF o 20.00 w p S14'20'03"6V LOT 4 N N p'`\ _ i - 4 09� 7006 SF o N89'5538E ® W N89'5538"E ' o �' h �1 N89 55 38 E 90.00 20.00 �, 20.00 8.00 PUE ,o' -5' 62 ` �' T �� _ c26� o , � 50. oo' � o hry 60.00 0 o \ 25.00 0 � 5`6Z' `\',c� LOT 27 `1i 5354 SF \ o (oo ao •`'oo , 8.00 PUE `�' 11 6,1 \ \ LOT 3 N LOT 2 (N N �n \ 5064 SF 5914 SF o 0 o Iz CN LOT 28 \ \r,� N, oo �9#* �, I o w 6801 SF S14 20'03"W �• 9 2 •� N 20.00' o LOT 29 N89'55'38 "E 50.00' 7708 SF 50.00' 50.00' N89'55'28"E ( N89'5528"E 50.00' i 50.00' 100.00' RECORDED DATE: COUNTY CLERK BY: TRACT F REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JUNE 10, 2014 DAVID LEE SCHLOSSER JR. 72617 R S597837"DY� ��, �,��, - - - - - _ _ _ Gg �� RENEWS: 06/30/2024 S7525'38'T 'aN `: ' LOT 30 2000' 19 25.00' 40.00' 0 2.58' o 7928 SF S89'55'38'�V 65.00' 4000' `? o LOT 31 \ \ S89'55'38'1�V o 1 R INN 7736 SF w LEGEND 00 C3Z 0 LANE COUNTY SURVEYORS OFFICE CSF NO. FILE DATE RADIUS <oW CHORD ( N I LO 7580 SF \ \ \, o- , -� ^ N89 55 38 E - - 205.00 o o 2000' TRACT G o o 31.42' 20.00' 90'00'00" LOT 43 ON A 5392 SF �, o LOT 41 W Lo \ o `" LOT 38 o `^ ��, N 20.00' 90'00'00" 115.00' 0 5000 SF 5000 SF N 5914 SF I N58'4944V 129.67' ( 5914 SF 5000 SF �2 S89.5538V 50.00' 62'29'15" S58'4944T 103.74' C14 o 75.00' N ( C15 F I 0 R V I E W D R I V E 46.29' 125.00' 21'13'09" N69'321061W 46.03' 61.96' 125.00' A N44'43'27V 61.33' C18 6.41' 125.00' 2'56'17" N29'03'15V 6.41' a 35.39' 75.00' cvO0 C�6 S76'33'18'E 35.06' N89'55381E 65.00' 75.00' 27'52103" S49106'12 *"E 36.12' C21 N 75.00' LOT 49^,�pt� S31'2239"E 9.92' C22 62.94' 75.00' 48'04'50" N51 J7'32V 61.11' C23 83.92' 100.00' LOT 33 S51'3732'T 81.48' -_ C15 _ 2500' - - - 125.00' 4000' - S51'3732"E 101.84' C25 61.07' 40.00' 275932" S413453"E 60.46' 6732 SF 43.83' 125.00' N89'55'38"E 50.00' S6537'18"E 43.60' C27 49,11 ' 230.00' 12'13'59" N61'12'56'tiV 49.01' 7046 SF 244.18' 200.00' 6957'12" - - - -` \�� C29 207.56' 170.00' G� - S89'55'38')Y - o C30 140.39' 230.00' 34'5825" S72'35'09 "E 138.22' C31 140.42' 230.00' 34'5848" S373633'T 138.25' C32 47.77' 170.00' 16'05'59" S82'01 '22'T 4761' C33 63.90' 170.00' 21'32'11 " S63'12'18"E 63.52' C34 95.89' 170.00' 32'19103" o C38 92.84' 230.00' N89 55 38 IE 50.00 S31'40'58'T 92.2 1 ' N �,. 20.00' I L I W \ o N89'S5'38"E 50.00' a0, o I 30.00 30.00 I I o o N 0 N89'55.38"E 50.00' o LOT 34 I 60.00 "^ kw 5488 SF LOT 35 4986 SF� R4, LOT 36 (o 5914 SF E-+ o I LOT 37 (o o W ' � 5914 SF ( � o . o I 8.00 PUE--) N 8.00' PUE LOT 48 o 8787 SF N ( E' N 569.5 2 LOT 47 o N o C N89'48'271W 50.00' �_ .. _ _ . .n _ _. _.. A._. � 'fl ,w U, o o c0,� \ 8743 SF " w , , S89'55381N 50.00' S89'55'38'�V 50.00' S89 55 38V 60.00 ' N w N I S89 55 38'ZV 60.00 N89'S5'38'T 50.00' \ �\ \ \ LOT 46 �, 8494 SF w LOT 45 N ^ "w I �'- it 8057 SF ,N LOT 44 -CNN I LEGEND 00 C3Z 0 LANE COUNTY SURVEYORS OFFICE CSF NO. FILE DATE RADIUS DELTA 1 LEGEND 00 C3Z 0 7736 SF RADIUS DELTA 1 CHORD ( N I o o 0 C7 cn 20.00' ^ S44'55'38'V1 28.28' C8 o o 2000' o O o 31.42' 20.00' 90'00'00" LOT 43 ON A 5392 SF �, o LOT 42 LOT 41 W LOT 40 I Lo LOT 39 o `" LOT 38 o `^ ��, N 20.00' 90'00'00" N44'5538"E 28.28' 0 5000 SF 5000 SF N 5914 SF I N58'4944V 129.67' ( 5914 SF 5000 SF o 62'29'15" S58'4944T 103.74' C14 o 75.00' 6229'15" ( C15 I 125.00' H N65'06'31 "W 21.63' C16 46.29' 125.00' 21'13'09" N69'321061W 46.03' C17 61.96' 125.00' 28'24'08" N44'43'27V 61.33' C18 6.41' 125.00' 2'56'17" N29'03'15V 6.41' C19 35.39' 75.00' 27102108" S76'33'18'E 35.06' C20 36.48' 75.00' 27'52103" S49106'12 *"E 36.12' C21 9.93' 75.00' 7'35'04" S31'2239"E 9.92' C22 62.94' 75.00' 48'04'50" N51 J7'32V 61.11' C23 83.92' 100.00' 48'04'50" S51'3732'T 81.48' C24 104.90' 125.00' CITY OF SPRINGFIELD PLANNING ACTION NUMBER 811-22-000040-TYP2 ASSESSORS MAP/LOT.• 18-02-04-2800 --8.40 G o 50.00' 5000' 50.00' 50.00' 50.00' 40.00' 4000' 50.00' N89'5538"E 298.40' N89'55381E 90.00' ,moo 0 Q 0 0 0 - � - - - - 348.40'- - H 0,L L Y S T R E E T TRACT C S89'55'38"W 238.40' SEE SHEET 4 -L-- - - - S89'55'38)V 488.40' S89'55'38 "W 488.40' I 140.00' 11 0 50.00' LOT 50 50.00' LOT 51 50.00' LOT 52 50.00' LOT 53 50.00' LOT 54 BOUNDARY LINE - - - CENTERLINE - - - - - - PUBLIC UTILITY EASEMENT ® FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "L,B. OLSON & ASSOC. " PER CSF 44178 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP MARKED "EGR & ASSOC" PER WOODLAND RIDGE UNLESS NOTED OTHERWISE O SET 5/8" REBAR W/RPC MARKED "NORTHSTAR SURVEYING" BY POST MONUMENTATION SET 5/8" REBAR WITH 1-1/2" ALUMINUM CAP MARKED "NORTHSTAR SURVEYING" BY POST MONUMENTATION PUE PUBLIC UTILITY EASEMENT Curve Table CURVE # LENGTH RADIUS DELTA 1 CHORD C6 31.42' 20.00' 90'00'00" S4510422"E 28.28' C7 31.42' 20.00' 90100100" S44'55'38'V1 28.28' C8 31.42' 2000' 90'00'00" N45'0422V 28.28' C9 31.42' 20.00' 90'00'00" N4475538"E 28.28' C10 31.42' 20.00' 90100100" S45104221E 28.28' Cl 1 31.42' 20.00' 90'00'00" N44'5538"E 28.28' C12 136.33' 12500' 6229'15" N58'4944V 129.67' C13 109.06' 100.00' 62'29'15" S58'4944T 103.74' C14 81.80' 75.00' 6229'15" S584944 "E 77.80' C15 21.66' 125.00' 9'55'41 " N65'06'31 "W 21.63' C16 46.29' 125.00' 21'13'09" N69'321061W 46.03' C17 61.96' 125.00' 28'24'08" N44'43'27V 61.33' C18 6.41' 125.00' 2'56'17" N29'03'15V 6.41' C19 35.39' 75.00' 27102108" S76'33'18'E 35.06' C20 36.48' 75.00' 27'52103" S49106'12 *"E 36.12' C21 9.93' 75.00' 7'35'04" S31'2239"E 9.92' C22 62.94' 75.00' 48'04'50" N51 J7'32V 61.11' C23 83.92' 100.00' 48'04'50" S51'3732'T 81.48' C24 104.90' 125.00' 48'04'50" S51'3732"E 101.84' C25 61.07' 125.00' 275932" S413453"E 60.46' C26 43.83' 125.00' 20'05'18" S6537'18"E 43.60' C27 49,11 ' 230.00' 12'13'59" N61'12'56'tiV 49.01' C28 244.18' 200.00' 6957'12" N55'05'45V 229.30' C29 207.56' 170.00' 6957'12" S55'05'45"E 194.90' C30 140.39' 230.00' 34'5825" S72'35'09 "E 138.22' C31 140.42' 230.00' 34'5848" S373633'T 138.25' C32 47.77' 170.00' 16'05'59" S82'01 '22'T 4761' C33 63.90' 170.00' 21'32'11 " S63'12'18"E 63.52' C34 95.89' 170.00' 32'19103" S36'16'41 T 94.62' C38 92.84' 230.00' 23'07'38" S31'40'58'T 92.2 1 ' SHEET 3 LOTS 1-9, & 28-48 EET CORVALLIS, OR 97330 (.D-t1j 1i1-yu.3v rAX (541) 757-7578 www.northstarsurveying.com Jro • 40' :• SCALE 1 11 i WOODLAND. RIII IN THE N1/2 SECTION 4, TOWNSHIP 18 SOUTH, RANGE 2 WEST, W.M. SPRINGFIELD, LANE COUNTY, OREGON SURVEYED: MAY 319 2022 SHEET 4 OF 5 BOUNDARY LINE - CENTERLINE - - - - - - PUBLIC UTILITY EASEMENT SET 5/8" RE84R W/RPC MARKED "NORTHSTAR SURVEYING - 0 SET 5/8" REBAR W/RPC MARKED "NORTHSTAR SURVEYING" BY POST MONUMENTATION SET 5/8" REBAR WITH 1-1/2" ALUMINUM CAP MARKED "NORTHSTAR SURVEYING" BY POST MONUMENTATION RPC RED PLASTIC CAP PUE PUBLIC UTILITY EASEMENT SUB SPRINGFIELD UTILITY BOARD LCOOR LANE COUNTY OREGON DEED RECORDS \ REFERENCES Curve Table CURVE # LENGTH RADIUS DELTA CHORD C5 728.99' 5759.60' 715'07" N65'26'36V 728.50' C27 49. 11 ' 230.00' 12'13'59" N61' 12'56)N 49.01' C28 244.18' 200.-00' 69'57'12" N55'0545)N 229.30' C30 140.39' 230.00' 34'58'20" S72'35'12"E 138.22' C31 140.42' 230.00' 34'5848" S373633"E 138.25' C58 85.59' 5759.60 00'51'07n S683842 "E 85.59' RECORDED DATE: COUNTY CLERK BY: S69�6¢9 O F ¢/opo' w p9c�F� 10141_1 C'N6g69?03s 10y 90,00, CITY OF SPRINGFIELD PLANNING ACTION NUMBER 8 i 1 -22-000040-TYP2 ASSESSORS MAP/LOT: 18-02-04-2800 50.00' 50.00' 50.00' N89'55'381E 250.00' i L,� \ WASTEWATER EASEMENT DOCC, NO. 2012-066090, LCODR S8 S 6.83' TRACT E 50.00' 1 50.00' REGISTERED PROFESSIONAL LAND SURVEYOR co z OREGON JUNE 10, 2014 DAVID LEE SCHLOSSER JR. 72617 RENEWS: 06/30/2024 LOTS 50-54, TRACT C, PORTION OF TRACT D SHEET 4 t O CORVALLIS, OR 97330 (Z)-rl j iii-yvw rAA (541) 757-7578 www.northstarsurveying.com (R3) COUNTY SURVEY FILE NO. 23776, GUILE 1980 LANE COUNTY SURVEYORS OFFICE CSF N0. FILE DATE S69�6¢9 O F ¢/opo' w p9c�F� 10141_1 C'N6g69?03s 10y 90,00, CITY OF SPRINGFIELD PLANNING ACTION NUMBER 8 i 1 -22-000040-TYP2 ASSESSORS MAP/LOT: 18-02-04-2800 50.00' 50.00' 50.00' N89'55'381E 250.00' i L,� \ WASTEWATER EASEMENT DOCC, NO. 2012-066090, LCODR S8 S 6.83' TRACT E 50.00' 1 50.00' REGISTERED PROFESSIONAL LAND SURVEYOR co z OREGON JUNE 10, 2014 DAVID LEE SCHLOSSER JR. 72617 RENEWS: 06/30/2024 LOTS 50-54, TRACT C, PORTION OF TRACT D SHEET 4 t O CORVALLIS, OR 97330 (Z)-rl j iii-yvw rAA (541) 757-7578 www.northstarsurveying.com (R3) COUNTY SURVEY FILE NO. 23776, GUILE 1980 cI&\ c2� ` TRACT D �h - - --- _ --- - - - - - - - 348.40'_ - _ - - - - _ 140.00' `Lh�c�"� S89'5538V 488.40' _ _ _ - �. o H 0 -L L Y S T R E E T o o C30 N' S89'5538"W 488.40''oy S89'5538"W 238.40' "' 50.00' LOT 50 50.00' LOT 51 50.00' LOT 52 50.00' LOT 53 50.00' LOT 54 0 8.00 PUE co 0 o LOT 50 LOT 51 LOT 52 LOT 53 LOT 54 N TRACT C 5 N o 5000 SF N 5000 SF N 5000 SF N 5000 SF N 5000 SF �N692 ¢O5 46924 SF 3 � S69�6¢9 O F ¢/opo' w p9c�F� 10141_1 C'N6g69?03s 10y 90,00, CITY OF SPRINGFIELD PLANNING ACTION NUMBER 8 i 1 -22-000040-TYP2 ASSESSORS MAP/LOT: 18-02-04-2800 50.00' 50.00' 50.00' N89'55'381E 250.00' i L,� \ WASTEWATER EASEMENT DOCC, NO. 2012-066090, LCODR S8 S 6.83' TRACT E 50.00' 1 50.00' REGISTERED PROFESSIONAL LAND SURVEYOR co z OREGON JUNE 10, 2014 DAVID LEE SCHLOSSER JR. 72617 RENEWS: 06/30/2024 LOTS 50-54, TRACT C, PORTION OF TRACT D SHEET 4 t O CORVALLIS, OR 97330 (Z)-rl j iii-yvw rAA (541) 757-7578 www.northstarsurveying.com OWNERS DECLARA TION KNOW ALL MEN BY THESE PRESENTS THAT SSR INVESTMENTS, LLC IS THE OWNER OF THE PROPERTY HEREON DESCRIBED AND DOES HEREBY LAYOUT AND SUBDIVIDE THE SAME AS SHOWN ON THIS PLAT IN ACCORDANCE WITH OREGON REVISED STATUTES CHAPTER 92. THE OWNER HEREBY DEDICATES TO THE PUBLIC FOREVER THE STREETS AND PUBLIC UTILITY EASEMENTS. TRACTS A, 8, D, E, AND F ARE TO BE OPEN SPACE COMMON AREA OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION PER CONDITIONS, COVENANTS AND RESTRICTIONS RECORDED WITH THIS PLAT. TRACTS G AND H ARE FOR FUTURE DEVELOPMENT. TRACT C WILL BE CONVEYED TO THE CITY OF SPRINGFIELD BY SEPARATE DOCUMENT. THE OWNER HEREBY ACKNOWLEDGES THE EXISTING EASEMENTS NOTED HEREON. SSR INVESTMENTS, LLC BY TITLE ACKNOWLEDGEMENT STATE OF OREGON ) )SS COUNTY OF LANE ) ON THIS DAY OF _ y 20 , PERSONALLY APPEARED M_ N _ OF SSR INVESTMENTS, LLC, KNOWN TO ME AND EXECUTED THE ABOVE INSTRUMENT, FREELY AND VOLUNTARY ON BEHALF OF SAID CORPORATION. W17NESSED BY ME THIS DAY AND YEAR LAST ABOVE WRITTEN NOTARY PUBLIC FOR OREGON (SIGNATURE) NOTARY PRINTED IV 4ME COMMISSION EXPIRES. - (WRITE OUT IN FULL) COMMISSION NUMBER. - APPROVALS AND ACCEPTANCE'S CITY OF SPRINGFIELD PLANNING DATE CITY OF SPRINGFIELD CITY SURVEYOR DATE LANE COUNTY ASSESSOR DATE LANE COUNTY BOARD OF COMMISSIONERS DATE POST MONUMENTATION CERTIFICATE I, DAVID LEE SCHLOSSER, JR., A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE INDICATED MONUMENTA77ON WILL BE COMPLETED WITHIN SIXTY (60) DAYS AFTER THE COMPLETION OF THE STREET IMPROVEMENTS OR ONE YEAR FROM THE RECORDING DATE OF THIS PLAT UNLESS AN EXTENSION IS REQUIRED AND COORDINATED WITH THE CITY OF SPRINGFIELD SURVEYOR. POST MONUMENTATION COMPLETION NOTICE POST-MONUMENTATION OF THE CORNERS WAS COMPLETED ON THE DAY OF , 20 , AS INDICATED AND CER77FIED ON AN AFFIDAVIT RECORDED ON THE __DAY OF 20_-, AS DOCUMENT NO. LANE COUNTY OREGON DEED RECORDS CITY OF SPRINGFIELD PLANNING ACTION NUMBER 811-22-000040-TYP2 ASSESSORS MAP/LOT: 18-02-04-2800 WOODLANDRIDGE PHASE III IN THE N1/2 SECTION 4, TOWNSHIP 18 SOUTH, RANGE 2 WEST, W.M. SPRINGFIELD, LANE COUNTY, OREGON SURVEYED: MAY 319 2022 SHEET 5 OF 5 SURVEY'OR'S CERTIFICATE 4 DAVID LEE SCHLOSSER, JR., A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE FOLLOWING DESCRIBED PROPERTY A TRACT OF LAND IN THE NORTHWEST ONE-QUARTER AND THE NORTHEAST ONE-QUARTER OF SECTION 4, TOWNSHIP 18 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN, CITY OF SPRINGRELD, LANE COUNTY, OREGON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS.• BEGINNING AT THE INITIAL POINT BEING A 5/8 INCH REBAR MARKING THE SOUTHEAST CORNER OF TRACT E OF WESTWIND ESTATES AS PLATTED AND RECORDED ON CLERK'S RECEPTION NUMBER 2009-070575, LANE COUNTY DEEDS AND RECORDS, LANE COUNTY, OREGON, SAID POINT BEING ON THE NORTHERLY MARGIN OF THE SOUTHERN PACIFIC RAILROAD; THENCE, LEAVING SAID MARGIN, NORTH 0013'10" EAST, ALONG THE EAST BOUNDARY OF WESTWIND ESTATES, 686.23 FEET TO A POINT MARKED BY A 5/8 INCH REBAR WITH YELLOW PLASTIC CAP MARKED "L.B. OLSON & ASSOC. PLS 655" THAT UES N65001'52V 0.19 FEET FROM THE TRUE CORNER; THENCE LEAVING SAID EAST BOUNDARY OF WESTWIND ESTATES, SOUTH 65001'52" EAST 244.24 FEET TO A 5/8 INCH REBAR WITH YELLOW PLASTIC CAP MARKED "L.B. OLSON & ASSOC. PLS 655" THENCE NORTH 89050'32" EAST 200.22 FEET TO A 5/8 INCH REBAR WITH RED PLASTIC CAP MARKED "NORTHSTAR SURVEYING -- THENCE SOUTH 0016'4J- WEST 35.18 FEET TO A 5/8 INCH REBAR WITH YELLOW PLASTIC CAP MARKED "L.B. OLSON & ASSOC. PLS 655", THENCE NORTH 8905845" EAST 249.94 FEET TO A 5/8 INCH REBAR WITH YELLOW PLASTIC CAP MARKED "L.B. OLSON & ASSOC. PLS 655 THENCE SOUTH 0008'26" FIST 59.84 FEET TO A 5/8 INCH RE84R WITH YELLOW PLASTIC CAP MARKED "L.B. OLSON & ASSOC. PLS 655"; THENCE NORTH 8905651" EAST 256.78 FEET TO A 5/8 INCH REBAR WITH YELLOW PLASTIC CAP MARKED "L.B. OLSON & ASSOC. PLS 655 THENCE SOUTH 0000'44" EAST 64.95 FEET TO A 5/8 INCH REBAR WITH YELLOW PLASTIC CAP MARKED "L.B. OLSON & ASSOC. PLS 655"; THENCE NORTH 8905528" EAST 426.80 FEET TO A 5/8 INCH RE84R WITH YELLOW PLASTIC CAP MARKED "L.B. OLSON & ASSOC. PLS 655"; THENCE NORTH 8905746" EAST 75.02 FEET TO A 5/8 INCH REBAR WITH YELLOW PLASTIC CAP MARKED "L.B. OLSON & ASSOC. PLS 655"f- THENCE 55";THENCE SOUTH 8905927" EAST 1435.89 FEET TO A 5/8 INCH REBAR WITH YELLOW PLASTIC CAP MARKED "L.B. OLSON & ASSOC. PLS 655 THENCE SOUTH 002343" WEST 1609.53 FEET TO A 5/8 INCH REBAR ON THE NORTHERN RIGHT-OF-WAY LINE OF MOUNT VERNON ROAD, THENCE, ALONG SAID RIGHT-OF-WAY UNE, SOUTH 85011'16" WEST 79.96 FEET TO A 5/8 INCH REBAR WITH RED PLASTIC CAP MARKED "NORTHSTAR SURVEYING THENCE, CONTINUING ALONG SAID RIGHT-OF-WAY UNE, 138.75 FEET ALONG A 31648 FOOT RADIUS CURVE TO THE LEFT, THE LONG CHORD OF WHICH BEARS SOUTH 72°37'07" WEST 137.64 FEET TO A 5/8 INCH REBAR WITH RED PLASTIC CAP MARKED "NORTHSTAR SURVEYING'; THENCE, LEAVING SAID RIGHT-OF-WAY UNE, SOUTH 8500441- WEST 138.44 FEET TO A 5/8 INCH REBAR WITH RED PLASTIC CAP MARKED "NORTHSTAR SURVEYING" ON THE NORTHERLY RIGHT-OF-WAY LINE OF THE SOUTHERN PACIRC RAILROAD; THENCE, ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF SAID SOUTHERN PACIFIC RAILROAD, 351.32 FEET ALONG A 1939.90 FOOT RADIUS CURVE TO THE LEFT, THE LONG CHORD OF WHICH BEARS NORTH 5203127" WEST 350.84 FEET TO A 5/8 INCH REBAR; THENCE, CONTINUING ALONG SAID RIGHT-OF-WAY, NORTH 60001'46" WEST 241.90 FEET TO A 5/8 INCH REBAR; THENCE, CONTINUING ALONG SAID RIGHT-OF-WAY, NORTH 6102051" WEST 565.74 FEET TO A 5/8 INCH REBAR; THENCE, CONTINUING ALONG SAID RIGHT-OF-WAY, NORTH 61 °32'31 " WEST 90.24 FEET TO A 5/8 INCH REBAR WITH RED PLASTIC CAP MARKED "NORTHSTAR SURVEYING THENCE, CONTINUING ALONG SAID RIGHT-OF-WAY, 728.99 FEET ALONG A 5759.60 FOOT RADIUS CURVE LEFT, THE LONG CHORD OF WHICH BEARS NORTH 65028'36" WEST 728.50 FEET TO A 5/8 INCH REBAR WITH RED PLASTIC CAP MARKED "NORTHSTAR SURVEYING'; THENCE, CONTINUING ALONG SAID RIGHT-OF-WAY, NORTH 69020'35" WEST 90.00 FEET TO A 5/8 INCH REBAR WITH RED PLASTIC CAP MARKED "NORTHSTAR SURVEYING THENCE, CONTINUING ALONG SAID RIGHT-OF-WAY, NORTH 69026'50" WEST 745.45 FEET TO A 5/8 INCH RE84R MARKING THE SOUTHEAST CORNER OF TRACT E OF SAID WESTWIND ESTATES TO THE POINT OF BEGINNING SURVEY'OR'S NARRATIVE Mt VUK/'U�t Ur Irl/J JUKVtl /J 1U JUtfU/V/Ut 1Ht LAND AS UUNVLML) 1U 5,5,Y INVLSIMLN15 LLC FLH IRACI 2 OF RECEPTION NO. 2017-057719 INTO LOTS, TRACTS AND RIGHT OF WAYS. THE BOUNDARY OF THIS PLAT IS AS SURVEYED PER COUNTY SURVEY FILE 23776, 44178, WOODLAND RIDGE PHASE I (CSF 45197), AND WOODLAND RIDGE PHASE 1/ (CSF 45610). THE ENTIRE BOUNDARY OF THIS PLAT IS FROM THE PROPERTY UNE ADJUSMENT SURVEY CSF 44178 BY LAWERENCE OLSON. WE FOUND THE CORNERS AS SET BY MR. OLSON FOR THE DIVIDING UNE BETWEEN TRACT 1 AND 7R4CT 2. THESE MONUMENTS FIT NICELY. THE DIVIDING LINE BETWEEN THESE TRACTS IS ALSO THE SOUTH LINE OF WOODLAND RIDGE PHASE I (CSF 45197) AND WOODLAND RIDGE PHASE # (CSF45610). WE HELD THE MONUMENTS SET BY KPFF CONSULTING ENGINEERS FOR THE EAST UNE OF WESTWIND ESTATES, BEING THE WEST LINE OF THE SSR INVESTMENTS LLC TRACT 2. THE SOUTHWEST CORNER BEING SET PER CSF 23776 FIT NICELY TO THIS LINE. THE NORTHWEST CORNER BEING SET PER CSF 44178 FELL N 65'01 'S2" W 0.19 FEET OFF SAID LINE. THE ANGLE POINT IN THE NORTH LINE OF SAID SSR INVESTMENTS LLC TRACT AT THE SE CORNER OF LOT 54 OF WOODLAND RIDGE PHASE 1 PLAT WAS MISSING I CONDUCTED A GRANT UNE BOUNDARY CALCULATION BETWEEN THE FOUND MONUMENT WEST AND SOUTH AS SHOWN ON CSF 44178 TO CALCULATE THIS MISSING CORNER, CSF 44178 DID NOT MONUMENT THE SOUTH LINE OF THE SSR INVESTMENTS LLC TRACT, THEREFORE I FOUND AND HELD THE CORNERS AS SET PER CSF 23766 TO DEFINE SAID SOUTH LINE, BEING THE NORTH LINE OF MOUNT VERNON CEMETERY ROAD ALONG THE SOUTHEAST CORNER AND THE NORTH LINE OF THE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY. WE FOUND THE SOUTHEAST CORNER OF SSR INVESTMENTS LLC TRACT, ALONG WITH THE WEST END OF THE 316.48 FOOT RADIUS, ALONG THE NORTH RIGHT-OF-WAY OF MOUNT VERNON CEMETERY ROAD AND THE MONUMENT AT THE INTERSECTION OF SAID ROAD WITH THE NORTH RIGHT -0F-W4Y OF THE SOUTHERN PACIFIC RAILROAD AS SET PER CSF 23766. I HELD THIS MONUMENTS AS THEY FIT NICELY AND CONDUCTED AT GRANT LINE BOUNDARY CALCULATION BETWEEN THESE FOUND MONUMENTS TO CALCULATE THE EAST SIDE OF THE 316.48 FOOT RADIUS AS SHOWN ON CSF 23766 THE SOUTH LINE OF ORIGINAL COUNTY ROAD PER 1875 SURVEY AS SHOWN ON CSF 23766 WAS DEFINED BY OLSON PER CSF 44178 AND CALLED PER THIS PLAT AS BEING S 85'12'35" W 138.45 FEET FROM THE INTERSECTION OF SAID SOUTH LINE WITH THE NORTH RIGHT-OF-WAY OF MOUNT VERNON CEMETERY ROAD TO THE NORTH RIGHT -OF-WAY OF THE SOUTHERN PACIFIC RAILROAD. I HELD THE ARC LENGTH OF 81.39 FEET AS DEFINED BY THE CSF 44178 PLAT ALONG THE NORTH RIGHT OF WAY OF MOUNT VERNON CEMETERY ROAD TO DEFINE THE EAST CORNER OF SAID LINE, AND I HELD THE ARC LENGTH OF 78.40 FEET AS DEFINED BY THE CSF 44178 PLAT ALONG THE NORTH RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD TO DEFINE THE WEST CORNER OF SAID LINE. THE LOT LINES AND ROAD RIGHT-OF-WAYS AS SHOWN HEREON WERE ESTABLISHED BY THE DIRECTION OF THE OWNERS AND WAS APPROVED BY THE CITY OF SPRINGFIELD PLANNING DEPARTMENT. RECORDED DATE: COUNTY CLERK BY: NOTES 1. THIS PLAT IS SUBJECT TO FIRST DECLARATION OF ANNEXATION FOR WOODLAND RIDGE HOMEOWNERS ASSOCIATION (PHASE III) AS RECORDED ON DOCUMENT NO. 20 - , LANE COUNTY OREGON DEED RECORDS. 2. TRACTS C SHALL BE OWNED BY THE CITY OF SPRINGFIELD PER DOCUMENT NOS. 20- , . & 20--- LANE COUNTY OREGON DEED RECORDS, AND IS FOR PUBLIC STORM DRAINAGE PURPOSES EXISTING EASEMENTS AND RESTRICTIONS 1. AN EASEMENT (EXACT LOCATION CANNOT BE DETERMINED) FOR .THE PURPOSE OF ELECTRIC TRANSMISSION AND DISTRIBUTION LINES TO MOUNTAIN STATES POWER COMPANY PER BOOK 435, PAGE 175, LANE COUNTY OREGON DEED RECORDS 2. AN EASEMENT (EXACT LOCATION CANNOT BE DETERMINED) FOR TELECOMMUNICATION SERVICE PER DOCUMENT NO. 2014-000678, LANE COUNTY OREGON DEED RECORDS 3 EASEMENTS FOR UTILITIES WITHIN MT. VERNON ROAD (VACATED PORTION) IF ANY EXIST REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JUNE 10, 2014 DAVID LEE SCHLOSSER JR. 72617 RENEWS: 06/30/2024 SHEET 4 DECLARATION, ACKNOWLEDGEMENT, NOTES, POST MONUMENTATION CERTIFICATE, EXISTING EASEMENTS, APPROVALS & ACCEPTANCES, SURVEYOR'S CERTIFICATE, & SURVEYOR'S NARRATIVE Lh_oi?gT O CORVALLIS, OR 97330 (a-tl) iii-VUw rtu (541) 757-7578 www. noithstarsurveying. com LANE COUNTY SURVEYORS OFFICE CSF N0. FILE DATE 1. THIS PLAT IS SUBJECT TO FIRST DECLARATION OF ANNEXATION FOR WOODLAND RIDGE HOMEOWNERS ASSOCIATION (PHASE III) AS RECORDED ON DOCUMENT NO. 20 - , LANE COUNTY OREGON DEED RECORDS. 2. TRACTS C SHALL BE OWNED BY THE CITY OF SPRINGFIELD PER DOCUMENT NOS. 20- , . & 20--- LANE COUNTY OREGON DEED RECORDS, AND IS FOR PUBLIC STORM DRAINAGE PURPOSES EXISTING EASEMENTS AND RESTRICTIONS 1. AN EASEMENT (EXACT LOCATION CANNOT BE DETERMINED) FOR .THE PURPOSE OF ELECTRIC TRANSMISSION AND DISTRIBUTION LINES TO MOUNTAIN STATES POWER COMPANY PER BOOK 435, PAGE 175, LANE COUNTY OREGON DEED RECORDS 2. AN EASEMENT (EXACT LOCATION CANNOT BE DETERMINED) FOR TELECOMMUNICATION SERVICE PER DOCUMENT NO. 2014-000678, LANE COUNTY OREGON DEED RECORDS 3 EASEMENTS FOR UTILITIES WITHIN MT. VERNON ROAD (VACATED PORTION) IF ANY EXIST REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JUNE 10, 2014 DAVID LEE SCHLOSSER JR. 72617 RENEWS: 06/30/2024 SHEET 4 DECLARATION, ACKNOWLEDGEMENT, NOTES, POST MONUMENTATION CERTIFICATE, EXISTING EASEMENTS, APPROVALS & ACCEPTANCES, SURVEYOR'S CERTIFICATE, & SURVEYOR'S NARRATIVE Lh_oi?gT O CORVALLIS, OR 97330 (a-tl) iii-VUw rtu (541) 757-7578 www. noithstarsurveying. com