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HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/15/2022RE -PLAT APPLICATION WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON Tax Map: 17-03-15-40 Lots: 3200, 3300, 3400, 3500 NTS 2 io cri N O N 0 ~ IxA o SCHEDULE OF DRAWINGS L1.0 COVER SHEET L2.0 EXISTING CONDITIONS MAJOR REPLAT TENTATIVE PLAN DESIGN TEAM MEMBERS PLANNER THE SATRE GROUP LAND USE PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 CONTACT: RICK SATRE rick@satregroup.com LANDSCAPE ARCHITECT THE SATRE GROUP LAND USE PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 CONTACT: JOHN ANDERSON john@satregroup.com ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST SUITE 110 SALT LAKE CITY, UTAH 84101 (801) 532-2393 CONTACT: DAVID HENDERSON dhenderson@HKS.com SURVEYOR SSW ENGINEERS, INC. 2350 OAKMONT WAY SUITE 105 EUGENE, OREGON 97401 (541) 485-8383 CONTACT: JASON GOSHERT jasong@sswengineers.com CIVIL ENGINEER KPFF CONSULTING ENGINEERS, INC. 800 WILLAMETTE STREET SUITE 400 EUGENE, OREGON 97401 (541) 684-2393 CONTACT: MATT KEENAN, PE mattkeenan@kpff.com Zli��-1o22 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 02-14-2022 0 2020 HKS, INC. H I <S ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 62310TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY TEMPLE INTERIM REVIEW ONLY These documents are incomplete, and are released for interim review only and are not intended for regulatory approval, permit, or construction purposes. Architect: Arch. Reg. No.: Date: �G 1 S T.& 10 r, JO ON REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 14 FEB 2022 ISSUE RE -PLAT APPLICATION SHEET TITLE COVER SHEET SHEET NO. Ll mO STORM MANHOLE RIM = 430.98 FL AT MANHOLE = 421.98 A2g / ss .mob 5 a t / FL 36" = 421.23 431 .ING BUILDING FL 30" = 421.40 ST so" sr - ST -a- ST - so' sr t ST ST ST ST ST ST ST so° St - ST ST ST ST ST ST ST S so• Sr - ST ST STORM MANHOLE RIM = 430.98 r FL 48" S = 423.08 FL 60" W = 421.98 TAX LOT 200 PARCEL 1 LAND PARTITION PLAT 93-PO421 OWNER : CITY OF SPRINGFIELD U) 5 / EATMENT POND i Rio X29 - \�\I h STORMWATER TR BASIS OF BEARINGS ER � SZ CURB INLET RIM = 430.94 U FL 12" E = 427.58 (() -'F/0 F/0 Fjo Fjo O F/0/0_EF/p-.QE F F/0/ / E/ F O 0 F O EV T F/ F/EO FEo E cj0 - E - E F7OG_F ----F0 E Fjo E F/O F/0 F/0 _ F/0 5 - U t:ITEM 3, 10.00' PUBLIC UTI EASEMENT PER PLAT OF LIBERTY PROFESSIONAL CENT I E E N 87`26'00' E, 981.71 _ E 619.00'/o E jp F o E E F/0 F/0 F/0 EFjo E F/O F/0 F/0 E E E F p E Fjp E F/p E F/0 F/0 Fjo Ej0 0 E%0 E E EEO EF/0 EV T F/0 f/O / E E E F 0 F/0 / 430 / E E E E F/O E/p F/O F/0 F / 0 431- F/0 / l - - - - - - o E 430f/o E E Fjo E F ITEM PUBLIC UTILITY EASEMENT ------ 432 - --- ' / t - -433- - L � \ 0 3 W I j N'i=�,°�,at,4 1 B E T Y 1 �3 , ,5• � W I `I 4. VARIABLE WIDTH PUBLIC ITEM 4. 14.00' PU LIC UTILITY I ITEM SIDEWALK EASEMENT I EASEMENT co TAX LOT 3200 o I I I w PARCEL 1 I N ( ! 433 SLI - IIII 1.i.l N`' . I I N LJ +-- ITEM 1. 14.00' PUBLI UTILITY 1 0 LOT 1 Q 1 EASEMENT LIBERTY PROFESSIONAL CENTER / ( 1 ITEM 2. 10.00 PUBLIC UTILITY I O ,8o I I 3 _ I J 3 w (VACANT - 6NO BUILD NGS OBSERVE 432 O I (�0 tt ' r7 u 1 O E II (6 ITEM 3. 17.00' PUBLIC UTILITY EA EMENT I I) I Iz TAX LOT 3400 w 4 II ( PARCEL 3 w 1 . n ��1 I I I.M 0I A PORTION OF LOT 3 �FL00C? ZONE I M ( URB INLET TEM 5. oo' I� o ( LIBERTY PROFESSIONAL CENTER FLOOD�"+Z `„ F AE _ I C 183,228 SQUARE FEET ON RIM ,= 432.01 PRIVATE UTIL O I E %� 15"I' ( FL 12" E = 426.26 EASEMENT s z (VACANT - NO BUILDINGS OBSERVED) /aQ y y I N 89'59'35" E, 321.50' J I WASTE MANHOLE I t ( I 1 4 1.62 II ASTE MANHOLE ITEM 5- 30.00' PRIVATE RIM 3 FL 6" W = 426.72 3 tz. I ITEM 5. 37.00 PRIVATE RtM - 430.96 JOINT -USE ACCESS I r JOINT -USE ACCESS FL 6` W = 428.831 I EASEMENT O FL 8" S = 426.55 s- WW 432 O O , , ( G L EASEMENT FL 6" S= 428.83 I I O p 432 1 f _- II p, N 89'59'35" E, 379.08' II I I rn ' 3 iy � � 3 ,3 I� , ► I I � � �{ I I j w I� -3 1 3� V I I � - -t • 5T sr 1 ITEM 4. 14.00' PUBLIC UTILITY ITEM 5. 5.00' I F w EASEMENT �7y I I I t PRIVATENTT! o S 89'S8'O3 E, 331.42' 00 w II ( 431 to (W 3 1 S I I o I- I I VIII SS10N A� z _ 1 I In w I PR01 E o f 0- M1 Q I .�I Oo +-- ITEM 5, 30.00' PRIVATE g, Q0 I N I ( O ( ( JOINT -USE ACCESS EASEMENT I 4 0 �f o ,2 sTt 1 � W I 1 3 ' -432 00 � I CV c� N af ( 431 I I LI - 0 17i O 431 xNII I O w Z I O I 12" O ., ( 1 z } 1 U z 430 U ITEM 4. 14.40' PUBLIC UTILITY EASEMENT 431 (CABLE I _ I 429_ '58'03" E, 284.50' EV E E E E =E a 3 I I ati0- 430 ACCESS 429 - _ - - - _. - - ` { '- I > Q ,yo o o I U 2� I 20- I RIM TE MANHOLE 429 \ 1 I R 3 o w I ��� TAX LOT 330 FL 6" N = 428-30 _ N I PARCEL I FL 6" E = 428.30 ITEM 4. 14.00' PUBLIC - UTILITY T 2 11 1 UTILtTY FASEME STORM MANHOLE RIM = 432.41 FL 48" S = 423.56 FL 12" W = 425.58 EL�48" N = 423.56 ITEM 4l 14.00' PUBLIC UTILITY � 1° Ii LIGE ROFESSIONAL CENTERIn 130,704 SQUARE FEET O (3 s 3 s SL I I (VACANT - NO BUILDINGS OBSERV O 428 EXISTING BUILDING 1 w ( Oz ITEM 4. 14.00' PUBLIC U CURB INLET 1 EASEMENT RIM = 431.95 g 3 , � I/ } FL 8" E = 430.23_ sr- 1 3 2,- I I � 43� TAX LOT 3500 w 1 PARCEL 4 429 o 3 1 I LO 5.00' 35.00' I I 431 LIBERTY PROFESSIONAL CEN �I ISQUAREI ' I ITEM 1. 14.Od' PURL UTILITY 60,717 FEET I o NO BUILD=NGS OBSERVED) �"-430 r, I N O � WO �v to �U) p � Q t- w a w Ov J rY z ao� x0 -E �a d �W I EASEMENT rn 3: - �� 5- ll TAX LOT 3600 0 © o 0 19 50.00' I N CURB INLET LOT 5& A PORTION OF LOT 3 J `' N I 1 I RIM 431.9 RI HT OFWAY I I I c� 1 I� (OWNER2DORINTERNATIONAL WAY LLC) COOS o 430 1 ° I ( ITEM 5. VARIABL WIDTH PRIVATE FL 8" E = 430.20 I mI I w UTILITY EASEME I I �IF <>� 3 I o 15' ® S 43 I 432 1 1 D.00, 11 3 I o C E N T E R 24'55.00' I a C NCRETE oI S 8946'52" E 3 I I I ACCESS, PRIVATE RUTILITYJANND-USE � O p 1 WASTE MANHOLE ( I CURB INLET 45.00' RIM = 432.89 437 I 3 PRIVATE STORMWATER EASEMENT \ = FL 6" N = 427 RIM = 432.23 14 -429 1 °1 FL 10" E = 426.47 o I FL 6" TF 6. Vt:RIABLE DTH 'o z1" I ITEM 7. VARIABLE WIDTH I ITEM 5. I S I I a3 \ 0 SEMENT FOR MULTI -USE ui 45.00' x 60.00' I m &.CEMENT FOR MUL -USE Q� \� N 44'47' 12" W, 28.29' SIDEWALK ITEM 5. 5.00 Q -o SI PRIVATE JOINT -USE s PRIVATE UTILITY I ASPHALT {' ITEM 5. 5.00' PRIVATE STORMWATER CURB INLET A3j I ACCESS EASEMENT ( ITEM 10-00' PUBLIC UTILITY w ITEM 1. 10.00' PUBLIC UTILITY EASEMENT I P EASEMENT EASEMENT vwlT 6. w 3 RIM = 431.87 ITEM 1. 10.00' PUBLIC UTILITY o I Ll EASEM T - s 430 FL 12" W = 427.97 WW _ - - - - - - -. - - - - - - - - - - - - - - - - - - - MENTFDC- 431 3 a -- _ _ ------------ - -- ---- s Ww 432 433-s vm WM (z>wM W - Ee CaBryiT �- vOP tvr yzi m o sT 431 - N 89'46'52„ W - 432 _:. _434_ E h34 E E 227.67 2Q' 0' �� 3 3- F F F J{ E F F F F F -3- F E - F - oa. GAS 4" a^ GAS 3 SLO o VAULT SIG M qo o o �_ ° " 284.50' s- s 3 T 360.43' 3 W _n -2q= _ 1 432 - - 0SL0 0 SL W OW 3 0 S 4" 1_ w ❑ sL 7" � o � sr o o r o 0 ¢32 0 0" ow o� o n - n 11 ~ 3 ST ST 2a^sT- ST :Qt -2a'sT ST ST -18'sT _- ST ST ST ST ST ST ST S,s^sr- ST 30 _ m \ ST ST sr - sr -so sT ST ST ST i N 89'46'52" W - - ( N T E R N A i O N A L W A Y N 89'46'52" W WW WW WW - $" > WW s• wW - WW WW WW -H- WW - tt WW WW ~ WW WW s_ww MW WW WW WW - WW WW - WW - s- ww 4W N WW s WWF WW WW ... WW WW WW WW atW WW m s' WW WW - WW WW WW WW- =W - s' WW VW WW WW WW WW WW WW WW WW WW� W ww _ - --- I PAVING WIDTH VARIES 434 3 W� SIG - 3 432 7T 433 , �N I N T R N A T 1 0 N A L33:: W A Y 6 m S7' ST ST ST ST ST ST ST ST ST ST ` -- ST \ r O o � M 0 4 0 0 MB EH o_ 06 _ TV SL o f W E O F/O F/0 Fjo F/''31- F/0 SL F O F/0-� F/0 F/0 F/O E/O F O F/0 F F O F/0 pvAUl� O SL LF O F/0 - F/O F/0 F O o o 5L0 E SIG ~ W o Fi0 0 W E o E/ W F W -1z" w W W W W W W W / W -12 - W W W W W W W WO 12- W yY/p V�. W W W w W W-" W W W W W W W W W W W W W W -0VAULT -fir ti� _�_ w W W 12 W W +�j wFj W oar CURB INLET WASTE MANHOLE STORM MANHOLE jo Fjo Fjo F/o E/o F/o F/o Ejo VAULT STORM MANHOLE STORM MANHOLE ST RIM = 431.50 RIM = 432.08 3a CURB INLET RIM = 433.32 RIM 4 = 4 RIM = 433.03 :MENT CURB INLET FL 72" N = 422.30 FL 24" W = 421.70 RIM = 432-37 FL 12" S = 428.22 FL 8" W = 426.39 FL 18" W = 427.70 WASTE MANHOLE 7 RIM = 431.65 FL 60" W = 422.56 FL 12" N = 427.18 FL 12" S = 427.32 i6 FL 18 " FL 12" N = 428.22 FL 8" E = 426.63 EL 12" N = 427.97 RIM = 434.14 N = 426.19 FL 24" E = 425.93 FL 18" E = 426.97 FL 12" N = 427.26 ;g Fl 12" S = 426.00 STORM MANHOLE FL 8 W = 428.14 CURB INLET 73 RIM = 431.42 FL 60" W = 423.39 RIM 43 1i . .$6 FL 60" E = 423.16 FL 24" N = 426.47 FL 24" S = 426.37 N SCALE I"= 40'- 0" 7""" � 0' 20' 40' 80' 2 CL lotIR 0 N 0 0-0 o MAP and TAX LOT MAP #: 17-03-1540 MINIMUM DENSITY X UNITS PER ACRE TAX LOT. 3200, 3300, 3400, 3500 MAXIMUM DENSITY X UNITS PER ACRE ZONING: CAMPUS INDUSTRIAL XX ACRES X X = X UNITS APPROXIMATE SIZE: 11.05 ACRES TRANSIT FACILITIES EXISTING AND PROPOSED TRANSIT FACILITIES EXISTING: EMX STATION LOCATED WITHIN 100 FEET OF THE SOUTHEAST CORNER OF SITE WELLHEAD PROTECTION AREAS MAP H I<S ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 62310TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 FEMA FLOOD INSURANCE RATE MAP LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION SHEET 02-14-2022 NO. © 2020 HKS, INC. L2mO WILLAMETTE VALLEY TEMPLE INTERIM REVIEW ONLY These documents are incomplete, and are released for interim review only and are not intended for regulatory approval, permit, or construction purposes. Architect Arch. Reg. No.: Date: �C 1 S Tt 10 ON F-4 ON 8-13-19 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 14 FEB 2022 ISSUE RE -PLAT APPLICATION SHEET TITLE EXISTING CONDITIONS PLAN LEGEND --- H EXISTING OVERHEAD POWER -Fo-- - EXISTING FIBER OPTIC LINE k - EXISTING WATER LINE -ST- EXISTING STORM WATER EXISTING WASTE WATER 0 �fXJp O 00 0 - 0 0 0 EXISTING TREE � oo� �A WELLHEAD PROTECTION AREAS MAP H I<S ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 62310TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 FEMA FLOOD INSURANCE RATE MAP LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION SHEET 02-14-2022 NO. © 2020 HKS, INC. L2mO WILLAMETTE VALLEY TEMPLE INTERIM REVIEW ONLY These documents are incomplete, and are released for interim review only and are not intended for regulatory approval, permit, or construction purposes. Architect Arch. Reg. No.: Date: �C 1 S Tt 10 ON F-4 ON 8-13-19 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 14 FEB 2022 ISSUE RE -PLAT APPLICATION SHEET TITLE EXISTING CONDITIONS PLAN ST 3W Sr ST ST ST ST ST ST Sr St ST ST ST ST _W, ST_ ST ST ST Sr z z ST ST ST ST ST ST ST 60- ST ST ST o 0 TAX LOT 200 si —PO421 LAND PARTITION PLAT 93 4,30-- 4 OWNER: CITY OF SPRINGFIELD 98.15' BPA IRANSMISSION LINE EASEMENT sl (REEL 147R, REC. NO. 89570) ITEM 3. EXISTING 10.00' PUBLIC SA PROPOSED ELECTRIC SERVICE UTILITY EASEMENT, TO REMAIN CONNECTION POINT ITEM p 3. EXISTING 10.00' PUBLIC UTILITY EASEMENT, TO REMAIN -r26900" Es 981.71 N 8 I I F/ 619.00' F/0 F/0 -0 /0 F/0 F/0 —E E�' E E ---E — E _E —E —E _E —E —E —E E F/0 F/0 F/0 F/0 429 �ii� F/0— F_/0— F/0 E _F/0 E E F/0 9 _E _E E —E —E —E -431 —E —E 362.71 F/0 F/G F/0 F/ F/0 F/0 Fin E E f/0 E E IF/0 F/0 F/o F/0 ---- F/ -q— F/0 F/0 F/0 F/0 F/0 F/0 43D F10-1 r/q — F 0 E E E IE E E _Tx F/0 F/0 F/0 F/O_ F/0— F/0— — — — — — — -- — — -- I431- - - - 432- - - I95.01 -433- - - - - - - - - - I43i -433--- 4,32 cr+l IL PROPOSED Ib Z BUILDING ui im r SITE 19.7* ITEM 2. EXISTING 10. IELM ±432 LOT LINE TO BE REMOVED 00' PUBLIC b E I3er . .. . I . : � c� E UTILITY EASEMENT, TO REMAIN IIco ITEM 4. EXISTING 14.00' PUBLIC Z EASEMENT, TO BE REMOVED z UTILITY ITEM 3. EXISTING 17.00" PUBLIC 0 ol Iz w W E UTILITY EASEMENT, TO REMAIN I< CDW :SL 04 -us PROPOSED 26' ST WIDE DRIVEWAY co ITAX LOT 3200 .J 433- - clq co z A;O Go IIIw LOT 1 PROPOSED NATURAL 73,662 SQ.FT. GAS SERVICE CONNECTION OINT 0 P T 3400 TAX LO w I0 432- I III44 183,228 SQ.FT. N to to w Ib ITEM 5. 5.00' PR IIIVATE UTILITY IIPRIVATE JOINT -USE IIEASEMENT, TO B ITEM 5. EXIS11NG 30.00 z 'b ACCESS EASEMENT, PORTION TO BE REMOVED 0 VED, 0 EREMOVED, z IF_ ST sr 7- ST' 0 IST ITEM 5. EXISTING —71 x 37.00' PRIVATE ITEM 5. EXISTING I"ROPOSED STO M IJOINT-USE ACCESS EASEMENT, ------ PRIVATE UflnLIT Y ONNECTION POINT TO BE REMOVED �w ENT, TO BE REM I432---- N 8W5935" E, 379.08 2 lk 432- ItPROPOSED WASTEWATER 15' II50' R/W N):3 it %� A --. 7- MOVED CONNECTION POINT LOT U N E TO BE RE L_ PROPOSED 431 fz IJ431 D - , , , I - � ITE ol PUBLIC UTILITY "k 0 M 4. 14,,0 IIci IEASEMENT, TO BE REMOVED BUILDING 04 IIIL I SITE 04 VNL;Kt ST ST __ I ST ST ELEV. _N S ol -58903" E, 331.42 89 II -431 __ 0 I436 IPROPOSED STORMWATER ±162'—o 0 12* Sr— ---432—/ ICONNECTION POINT —432--- x 431-- A IITEM 5. OFF-SITE PORTION -432- < r I I C.. IOF EXISTING 30.00' PRIVATE w IITEM 4. EXISTING 0 LOT LINE TO BE REMOVED ftC:) JOINT -USE ACCESS 0 EASEMENT, TO REMAIN 0 -431 I! 00 14.00' LOT 3 I;cq LI IPORTION TO BE REMOVED C4 IIIpp __j Is . . . . . . . . . PROPOSED WATER SERVICE C*l ITEM 4 EXISTING OFF-SITE 14.00' pp b s ST z PUBLIC UTILITY EASEMENT, TO REMAI w 9 // N ST Ld IST sr E f7- 4r-- E —,E: 7= ST ST --_77 __ _ �: — E E IST ST _f� 80 39 50 w — — — — — — — — -- -E IIul E E ooeo REMOVED i� 3, ILOT LINE TO BE FDG z i- I 0 CONNECTION POINT w w w w w Z, FP FP FP 00 CSI 10 04 M 1. EXISTING 14.00' ITEM 4. EXISTING 14.00" ITEM ITE TAX LOT 3300 0 iPUBLIC UTILITY EASEMENT, PUBLIC UTILITY EASEMENT, 4. EXISTING 14.00' PUBLIC Lo UTILITY EASEMENT, TO REMAIN LOT 2 0 TO REMAIN to TO BE REMOVED 130,704 SQ.FT- -428 TAX LOT 3600 Ilot ol 0 -ST— �b Ir LOT 4 ui a- IEXISTING BUILDING LOT LINE TO BE REMOVED 60,717 SO -FT. Z 429-- TAX LOT 3500 -43A 0 lz ITEM 5. EXISTING IVARIABLE WIDTH ta PRIVATE UTILITY C& < 0 x ITEM 5. EXISTING 45.00' x cr) EASEMENT, TO -USE 04 BE REMOVED 4M- I60.00' PRIVATE JOINT oco oo.� LOT 5 < ST --ST- IPROPOSED 26' REMOVED ACCESS EASEMENT, TO BE CNI WIDE D t RIVEWAY l-432 1 C-4., co, ST ST z 10.00' ir r 7-- ST 4,33 ST I% -0 > ITEM 7. EXISTING VARIABI F WIDTH EASEMENT W -USE SIDEWALK, TO REMAIN PROPOSED VARIABLE WIDTH PUBLJC FOR MULTI ITEM 6. EXISTING VARIABLE �o FOR RELOCATED WIDTH EASEMENT FOR MULTI- EASEMENT -0- ITEM 5. EXISTING L w ITEM 5. EXISTING OFF-SITE 55.00' PRIVATE ITEM 1. EXISTING 10.00' PUBLIC MUL11-USE SIDEWALK USE SIDEWALK, TO REMAIN ti 0 Alo 5.00' PRIVATE UTILITY JOINT -USE ACCES z U11UTY EASEMENT, TO REMAIN S, PRIVATE UTILITY AND a- ji: I TI EASEMENT, TO REMAIN PRIVATE STORMWATER EASEMENT, TO REMAIN ST ST _0 q\ F 1 0.00' WIDE PUBLIC ST/' ST - ST Sl ST ST 0, RMWATER 0 CONNECTION POINT 10 MULTI -USE SIDEWALK 30' N STING OFF-SITE 'oh ITEM 1. ITEM 5. EXISTING OFF-SITE -0 EXISTING 1 0.00' PUBLIC ITEM 1. EXI -431- UTILITY EASEMENT, TO REMAIN . ....... ... ASPHALT, 5.00' PRIVATE STORMWATER 10.00' PUBLIC UTILITY -0 EASEMENT, TO REMAIN EASEMENT, TO REMAIN I432-- 3 43' F/0 VAULT F 0 F E F SIGNAL CABINEr -B T io W -W 434- oo E F E E E 46'52- Wo 644.93 VAULT sr AU EB EF/U SIG ST 7r ww, VADTH VARIES -7 : ...... ... iw , ww YN ww vm ww_ 04 z Wyi� WW.�_ . . . . ........ m "--WW,V viw ww �00 Of ww, L N. W� WWI IT, CONNECTION POINT... .7 I/O - TER, -::R PROPOSED STORMWA -A' F/0 /0 F/0— u md F/0— F/0— F/0 — F/0 — ST ST E3 SL FN ST. sy �T . . . . . . . . . wr w F/0 vi tsr-- fO — F/0 0— F/0 r;T 12LX—_ F/0 — F/0 -1 VAULT IflEV E W F/0 w w r w F/0 F/0 W F/0— F/0 F/0 — F/0 F/0 F/0 — w F/0 —w —w —w _w _w 0 w _w S7 W A W —12'W—w _w —w _w _w 0 _w —w _w W;;� 12" W�_ SO wc> W —w _w W —w —12"W—W W _w W ____��w E S, W _w _w F/0 I/O F/0 w — W — W W _W _W W _oV T VAULT EXISTING LANE TRANSIT AUL DISTRICT EIVIX STATION CURVE DATA TABLE LEGEND DELTA RADIUS I ENGTH CHORD cl 39*42'54" 30.00' FOUND 5/8" IRON ROD WITH YELLOW PLASTIC IDENTIFICA11ON oco E XISTING CLEANOUT FH PROPOSED FIRE HYDRANT — ww— PROPOSED PRIVATE WASTEWATER PIPE CAP STAMPED "DAHRENS LS 60052" C� EXISTING CATCH BASIN FDC PROPOSED FIRE DEPARTMENT CONNECTION — GAS — PROPOSED NATURAL GAS SERVICE LINE 0 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC IDENTIFICATION EXISTING CURB INLET —ST — ST EXISTING STORMWATER PIPE (SIZE AS NOTED) w — PROPOSED WATER LINE CAP STAMPED "BRANCH ENGINEERING INC" UNLESS EXISTING WASTEWATER MANHOLE ww_ ww- EXISTING WASTEWATER PIPE (SIZE AS NOTED) FP — PROPOSED FIRE PROTECTION LINE OTHERWISE NOTED _E — PROPOSED UNDERGROUND ELECTRIC SERVICE LINE 0 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC IDENTIFICATION 0 SL EXISTING STREET LIGHTING JUNCTION BOX EXISTING NATURAL GAS LINE . CAP STAMPED "BRANCH ENG LS 2609" EXISTING STREET LIGHT w — w - EXISTING WATER LINE (SIZE AS NOTED) 7 DENOTES EXISTING CONCRETE SURFACE FOUND PK NAIL WITH WASHER STAMPED "LS 2609" EXISTING SITE LIGHT _E —E — EXISTING UNDERGROUND ELECTRIC LINE DENOTES EXISTING GRAVEL SURFACE A FOUND MAG NAIL WITH WASHER STAMPED "LANE COUNTY PW" 0 MB EXISTING MAIL 13OX _F/0 EXISTING FIBER OPTICS/TELECOMMUNICATIONS LINE j DENOTES EXISTING ASPHALT SURFACE ow EXISTING WATER VALVE i EXISTING SIGN DENOTES EXISTING DITCH / SWALE FLOWLINE owm EXISTING WATER METER 91 EXISTING TELECOMMUNICATIONS RISER CITY pz� 0 DENOTES CITY LIMITS LINE DENOTES EASEMENTS PROPOSED TO BE REMOVED _6FH EXISTING FIRE HYDRANT Tvo EXISTING TELECOMMUNICATIONS VAULT COUNW EXISTING CONTOUR LINE AND ELEVATION EXISTING DECIDUOUS TREE (SIZE AS NOTED) OFDC EXISTING FIRE DEPARTMENT CONNECTION El EV EXISTING ELECTRIC VAULT PROPOSED CONTOUR LINE AND ELEVATION EXISTING STORMWATER MANHOLE F-1 Er EXISTING ELECTRIC TRANSFORMER ST PROPOSED PRIVATE STORMWATER PIPE EXISTING CONIFEROUS TREE (SIZE AS NOTED) CURVE DATA TABLE NO. DELTA RADIUS I ENGTH CHORD cl 39*42'54" 30.00' 20.79' N 20*03'56" E, 20.38 31 C2 48*40'1 5" r 41.50' i 35-25T-Nl 5-35'1 5" E, 34.20' LINE DATA TABLE NO. BEARING LENGTH Ll N 44�47'1 2" W 28.29 I- i REGISTERO PROFESXO LAN D z,SU R zz - G 1 , 2000 E DAHRENS 0052 \ RENEWS.- 12-31-2023 J��17 �,,,)N 0 RTH SCALE 1 40 FT 0 20 40 80 EASEMENTS & RESTRICTIONS OF RECORD PER CASCADE TITLE COMPANY STATUS OF RECORD TITLE REPORT NO. CT -0332623 DATED AS OF JANUARY 4. 2022: ITEM 1. EASEMENTS, NOTES, CONDITIONS, RESTRICTIONS AND DEDICATIONS AS SHOWN, SET FORTH, AND/OR DELINEATED ON THE RECORDED PARTITION PLAT NO. 93-PO421, RECEPTION NO. 1993-PO421, LANE COUNTY OREGON PLAT RECORDS, AND CORRECTION SURVEY FILE NO. 31927. (14.00 FOOT PUE ALONG THE WEST LINE OF THE SUBJECT PROPERTY AND 10.00 FOOT PUE ALONG THE SOUTH LINE OF THE SUBJECT PROPERTY, BOTH OF WHICH ARE PROPOSED TO REMAIN). ITEM 2. PUBLIC UTILITY EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTED TO THE CITY OF SPRINGFIELD, RECORDED JULY 1, 1994, RECEPTION NO. 1994- 049199, LANE COUNTY OFFICIAL RECORDS. (10.00 FOOT PUE ALONG THE EAST LINE OF THE SUBJECT PROPERTY, PROPOSED TO REMAIN). ITEM 3. PUBLIC UTILITY EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTED TO THE CITY OF SPRINGFIELD, RECORDED NOVEMBER 14, 1994, RECEPTION NO. 1994- 079882, LANE COUNTY OFFICIAL RECORDS. (17.00 FOOT PUE ALONG THE EAST LINE OF THE SUBJECT PROPERTY AND 10.00 FOOT PUE ALONG THE NORTH LINE OF THE SUBJECT PROPERTY, BOTH OF WHICH ARE PROPOSED TO REMAIN). ITEM 4. EASEMENTS, NOTES, CONDITIONS, RESTRICTIONS AND DEDICATIONS AS SHOWN, SET FORTH, AND/OR DELINEATED ON THE RECORDED PLAT OF LIBERTY PROFESSIONAL CENTER, RECORDED OCTOBER 25, 2007, RECEPTION NO. 2007-072835, LANE COUNTY DEEDS AND RECORDS. (1 4.00 FOOT PUE ALONG THE SOUTH LINE OF LOT 1 AND THE NORTH LINE OF LOT 2, PROPOSED TO BE OMITTED VIA THIS REPLAT; 14.00 FOOT PROPOSED TO BE OMITTED VIA THIS REPLAT; 14.00 FOOT PUE ALONG THE SOUTH LINE OF LOT 3 AND THE NORTH LINE OF LOT 4, A PORTION OF WHICH IS PROPOSED TO BE OMITTED VIA THIS REPLAT; AND VARIABLE WIDTH PUBLIC SIDEWALK EASEMENT NEAR THE NORTHWEST CORNER OF LOT 1, WHICH IS PROPOSED TO REMAIN). ITEM 5. DECLARATION OF EASEMENTS, INCLUDING THE TERMS AND PROVISIONS THEREOF, EXECUTED BY MCMAC, LLC, RECORDED OCTOBER 25, 2007, RECEPTION NO. 2007-072836, LANE COUNTY DEEDS AND RECORDS, MODIFIED BY INSTRUMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, RECORDED JANUARY 8, 2021, RECEPTION NO. 2021-001470, AND RE-RECORDED JANUARY 11, 2021, RECEPTION NO. 2021-001939, LANE COUNTY DEEDS AND RECORDS. (37.00 FOOT PRIVATE JOINT -USE ACCESS EASEMENT ACROSS THE SOUTH LINE OF LOT 1, TO BE EXTINGUISHED IN CONJUNCTION WITH THIS REPLAT; 30.00 FOOT PRIVATE JOINT -USE ACCESS EASEMENT RUNNING THROUGH LOT 3, A PORTION OF WHICH IS PROPOSED TO BE EXTINGUISHED IN CONJUNCTION WITH THIS REPLAT; 45.00 FOOT BY 60.00 FOOT PRIVATE JOINT -USE ACCESS EASEMENT AT THE SOUTHEAST CORNER OF LOT 2. PROPOSED TO BE EXTINGUISHED IN CONJUNCTION WITH THIS REPLAT; 5.00 FOOT PRIVATE UTILITY EASEMENT ON THE WEST SIDE OF LOT 3, PROPOSED TO BE EXTINGUISHED IN CONJUNCTION WITH THIS REPLAT; VARIABLE WIDTH PRIVATE UTILITY EASEMENT ON THE WEST SIDE OF LOT 4, PROPOSED TO BE EXTINGUISHED IN CONJUNCTION WITH THIS REPLAT; 5.00 FOOT PRIVATE UTILITY EASEMENT NEAR THE SOUTHEAST CORNER OF LOT 4, WHICH IS PROPOSED TO REMAIN; THIS DOCUMENT ALSO CREATES A 55.00 FOOT PRIVATE JOINT -USE ACCESS, PRIVATE UTILITY AND PRIVATE STORMWATER EASEMENT ALONG THE WEST SIDE OF LOT 5 AND A 5.00 PRIVATE STORMWATER EASEMENT ALONG THE SOUTH SIDE OF LOT 5, BOTH OF WHICH FALL OUTSIDE OF THE LIMITS OF THE SUBJECT PROPERTY SHALL THEREFORE REMAIN). ITEM 6. EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTED THE CITY OF SPRINGFIELD, RECORDED SEPTEMBER 24, 2008, RECEPTION NO. 2008-053695, LANE COUNTY DEEDS AND RECORDS. (VARIABLE WIDTH PUBLIC EASEMENT FOR A CONCRETE MULTI -USE SIDEWALK ALONG THE SOUTH LINE OF LOT 4; PROPOSED TO REMAIN). ITEM 7. EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTED THE CITY OF SPRINGFIELD, A MUNICIPAL CORPORATION OF THE STATE OF OREGON, BY INSTRUMENT RECORDED JANUARY 16, 2009, RECEPTION NO. 2009- 002197, LANE COUNTY DEEDS AND RECORDS. (VARIABLE WIDTH PUBLIC EASEMENT FOR A CONCRETE MULTI -USE SIDEWALK ALONG THE SOUTH LINE OF LOT 2; PROPOSED TO REMAIN). ITEM 8. MEMORANDUM OF RIGHT TO PURCHASE PROPERTY, INCLUDING THE TERMS AND PROVISIONS THEREOF, BETWEEN THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, A UTAH CORPORATION SOLE, (SELLER) AND 200 INTERNATIONAL WAY, LLC, AN OREGON LIMITED LIABILITY COMPANY (BUYER), RECORDED JANUARY 8, 2021, RECEPTION NO. 2021-001469, LANE COUNTY DEEDS AND RECORDS. NOTES: 1) THE SUBJECT PROPERTIES SHOWN HEREON REPRESENT ALL CONTIGUOUS PROPERTY UNDER COMMON OWNERSHIP. 2) CITY LIMITS LINE IS LOCATED ON THE WEST SIDE OF CORPORATE WAY AS SHOWN HEREON. NO PORTIONS OF THE CITY LIMITS LINE, URBAN GROWTH BOUNDARY, SPECIAL SERVICE DISTRICT BOUNDARIES OR RAILROAD RIGHT-OF-WAYS CROSS 0 ABUT THE BOUNDARIES OF THE PROPOSED REPLAT. 3) EXISTING STREET LIGHTING IS SHOWN HEREON. NO NEW STREET LIGHTS ARE PROPOSED. 4) NO NEW STREETS ARE PROPOSED IN CONJUNCTION WITH THIS REPLAT. 5) AN EXISTING LANE TRANSIT DISTRICT EMX STATION IS LOCATED WITHIN THE CENTER MEDIAN OF INTERNATIONAL WAY IMMEDIATELY ADJACENT TO TAX LOT 3600 AS SHOWN HEREON. NO NEW TRANSIT FACILITIES ARE PROPOSED. MAJOR REPLAT TENTATIVE PLAN* PROPOSED REPLAT OF LOTS 19 29 4 & A PORTION OF LOT 3 OF LIBERTY PROFESSIONAL CENTER ASSESSOROS MAP 17-03-15-40 TAX LOTS 3200t 33009 3400 & 3500 SPRINGFIELD, LANE COUNTY, OREGON IN THE SE 1/4 OF SECTION 15, Tl 7S, R3W. W.M. JOB NO. 22-7934 www.sswengineers-com JANUARY 31, 2022