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HomeMy WebLinkAbout[04] Industrial Park RCA [CLC Partners]crry cx= 5'I: J[l4E:Pkl MEETING DATE: February 28, 2019 Planning Commission Agenda Item 4 AGENDA ITEM: Preliminary Plat Approval Request — CLC Partners LLC SUBMITTED BY: Community Development STAFF RECOMMENDATION: Recommend to the City Council approval of the Preliminary Plat with conditions as presented. PREVIOUS PLANNING COMMISSION ACTION: In 2007, the Planning Commission made a recommendation to the City Council to approve the preliminary plat of Parkway Business Center which subsequently was approved by the City Council. The Parkway Business Center plat encompassed 54 acres with 22 lots, which was the first phase of a 280 acre development project on the property known as the Feld/Prom Farm. Applicant Information: CLC Partners, LLC, Owner/Developer Existing Zoning: LI Light Industrial District Land Use Plan: Light Industrial Location: Southeast of CR 133 and east of 19t1i Ave. NE Access: Access to the plat would be derived from County Road 133 and from 10 Ave. NE (SW boundary of the plat extending west on Lot 9, Block 2, Rennie Addition. The public right of way will need to secured and dedicated to the City. WCA/Wetland: Wetlands have been delineated. Engineering Department: Comments pending. Stearns County: The submitted plat has been forwarded to Stearns County (Highway Department) for review and comment. Public Input: Randy Schmitz, owner of Rolling Ridge Wedding and Event Center located west of the property at 31101 CR 133, St. Joseph is unable to attend the public hearing but called questioning the visual appearance of the development, including landscaping, building materials, and outside storage and suggested having standards for buildings, landscaping and screening. He voiced concerns about noise from industrial uses and traffic (traffic count, access, and speed issues). He stated that it is hard to get on CR 133, especially in the morning and questioned if there is anything that could be done to slow traffic down and address the access issues. Overall Plat Information: Size Use Block 1, Lots 1-18 43,417 SF — 102,849 SF Industrial Block 2, Lots 1-3 63,131 SF — 126,268 SF Industrial Block 3, Lots 1-6 97,552 SF — 435,826 SF Industrial Outlot A Future ROW & Industrial Lots Internal streets (labeled Street A, B, C and D) - 80 feet will be dedicated for public right of way. North corridor (labeled Street E) — 150 feet will be dedicated for public right of way. Lot Requirements would follow LI- Light Industrial District. Lot Width and Size: The minimum lot width in the LI District is 100 feet and the minimum lot size is 43,560 SF. The lot width requirement has been met but Lots 14, 15, and 16, Block 1 are under 43,560 SF and therefore, do not meet the minimum size requirement. Lots 14, 15, and 16, Block 1 must be revised to meet the LI Industrial District Ordinance. Lot Requirements for LI Industrial District - Front Yard Setback 30 feet Side Yard (interior) Setback 25 feet Side Yard (street) Setback 30 feet Rear Yard Setback 20 feet Maximum Building Coverage 50% Maximum Lot Coverage 85% Height Limitation 55 feet Park Dedication Information: Parkland dedication in the form of payment in lieu of land dedication is required in accordance with the City's Subdivision Ordinance. Drainage and Utility Easements: According to the City's Subdivision Ordinance, drainage and utility easements are to be 6 feet on interior lot lines (12 feet total), 12 feet along roadways and over ponding areas. The plat proposes 10 foot drainage and utility easements along roadways. The proposed plat does not meet the city requirements and must be revised meeting the City's Subdivision Ordinance. ATTACHMENTS: Request for Planning Commission Action Public Hearing Notice Preliminary and Final Plat REQUESTED PLANNING COMMISSION ACTION: Staff recommends approval of the preliminary based on the following condition being met: 1. The proposed plat is named St. Joseph Business Park, which is already a recorded subdivision in Stearns County. The preliminary and final plat must be renamed so as to not duplicate an existing subdivision. 2. The public right of ways from CR 133 and at the southwest corner from 19t' Ave. NE must be obtained and dedicated to the City. Such public right of ways shall be approved by the City. The public right of ways must be shown on the plat (preliminary and final). 3. All engineering comments must be met and approved by the city engineer. 4. A grading and drainage plan must be submitted to the City and approved by the city engineer. 5. Streets shall be named by the city engineer and labeled on the final plat. 6. Drainage and utility easements must be six feet along interior lines, 12 feet along roadways and over ponding areas meeting the City's Subdivision Ordinance. 7. All lots must meet the LI Light Industrial District Ordinance, including but not limited to meeting the minimum lot size of 43,560 SF. Lots 14, 15, and 16, Block I will need to be revised to at least 43,560 SF. Label the lot sizes on the final plat. 8. Final evidence of Title ownership, such as a Title Commitment or Abstract of Title shall be submitted to the City prior to preparation of the mylars. 9. The developer shall enter into a developer agreement with the City prior to final plat approval. 10. Direct access to individual lots will not be allowed on the north corridor roadway. 11. Site plan approvals will be required prior to development and building permit applications and will need to conform to City ordinances. 12. Upon future development, Outlot A will be required to go through final plat approval. Motion I: Move to recommend to the City Council Approval of the Preliminary Plat for CLC Partners LLC contingent on the above conditions. - 1, A 10sli, www.cityofst oseph.com CI'T'Y OF ST. JOSEPH City of St. Joseph Notice of Public Hearing Administrator The St. Joseph Planning Commission will hold a public hearing in the St. Joseph City Hall, 75 Callaway Street East on Thursday, February 28, 2019 at 6:00 P.M., or as Judy Weyrens soon thereafter as the matter may be heard, to hear all persons present upon a proposed preliminary plat of as submitted by, CLC Partners, LLC, applicant and developer; for property located east of CR 133 in Sections 02, and 11, Township 124, Range 029, St. Mayor Joseph, MN. The purpose of the request is to facilitate the development of an industrial park. Rick Schultz Judy Weyrens Administrator Councilors Publish: February 17, 2019 Anne Buckvold Troy Goracke Bob Loso Brian Theisen 75 Callaway Street East • Saint Joseph, Minnesota 56374 Email cityoffices@cityofstjoseph.com Phone 320.363.720I Fax 320.363.0342 -A" SEH Building a Better World for All of Us® TO: Therese Haffner, Community Development Director FROM: Randy Sabart, PE City Engineer DATE: February 26, 2019 RE: St. Joseph Business Park, St. Joseph, Minnesota Preliminary Plat and Final Plat Review SEH No. STJOE GEN G169 14.00 MEMORANDUM I reviewed the preliminary and final plats dated February 20, 2019, from Westwood Professional Services, Inc. and have the following comments: Preliminary/Final Plat 1. The preliminary plat should illustrate the proposed street rights of way of the North Corridor (Street E) to CR 133, and Street A to 19th Ave. Street A to 19th Ave, at a minimum, should be included on the final plat. 2. Street names shall be identified on the plat consistent with the City's street name grid template and Stearns County's policy. See attached template for street name prefix letters and numbering. 3. The dedication of the public street rights of way as illustrated on the preliminary plat (Street A, Street E, and Street C) should occur completely with the proposed final plat given the need to extend municipal utility stubs or to extend storm sewers to proposed storm water treatment areas. 4. Given the timing uncertainty for the development of the next phase of the industrial park, stub streets should terminate at a temporary cul-de-sac. The appropriate easements for the temporary cul-de-sacs should be dedicated. 5. Side yard and plat perimeter drainage and utility easements should be dedicated in accordance with the ordinance. Public drainage and utility easements for municipal utility purposes should also be dedicated at the following locations: a. Between Lots 3 and 4, Block 1 — 30 feet wide b. Parallel to CR 133 at Lots 3 and 4, Block 1 — 30 feet wide c. Rear lot line of Lots 1, 2, and 10, Block 3 — 20 feet wide (also see note 5) d. South side lot line of Lots 2 and 10, Block 3 — 20 feet wide e. Rear lot line of Lots 4-6/7-9, Block 3 — 20 feet wide 6. The drainage plan for the industrial park (currently in design) plans for storm water treatment ponds to be located across Lot 2, Block 2; and across the back of Lots 1, 2, and 10, Block 3 will require dedication of a drainage easement if the ponds will be considered privately -maintained ponds, or an outlot if the ponds will be publicly -maintained ponds. 7. Depending on the continued residency of the farmstead southeast of Outlot A, an ingress/egress easement may need to be dedicated. Engineers I Architects I Planners I Scientists Short Elliott Hendrickson Inc., 1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 SEH is 100% employee -owned I sehinc.com 1 320.229.4300 1 800.572.0617 1 888.908.8166 fax 2019 St. Joseph Business Park February 26, 2019 Page 2 8. The radius and throat of the cul-de-sac at Street D may need to be adjusted to reflect the final pavement design width. 9. The document numbers for the existing power easement along the west plat line should be referenced on the plat. If the power easement cannot be vacated, the public drainage and utility easement dedication should occur parallel with, but outside of, the power easement boundary. rjs/mrb c: Judy Weyrens, City of St. Joseph Terry Thene, City of St. Joseph \\sehsc\projects\pt\s\stjoe\common\general numbers\g169 2017 industrial park east\1-genl\14-corr\m city preliminary plat review- 022619.docx OJT / T10l I Lu ,4„. ---� ri I LuW > w K � I v F -1I PERMANENT EASEMENT m / TEMPORARY EASEMENT 1 -R I LL— j N N U'• ' € _r �' � � ° !'� vF - .] 1 '• zoo o zoo aoo scale 100 feet FILE NO. l PHONE: 320.229.4300 STJOE-148807 EASEMENT LAYOUT 120025TH AVENUE SOUTH NE INDUSTRIAL PARK EXHIBIT S P.O. BOX 1717 DATE: NO. 1 SEHST. CLOUD, MN 56302-1717 SAINT JOSEPH, MINNESOTA www.sehinc.com 02/28/2019 0COUNTY OF STEARNS 0 Department of Highways ° PO Box 246 • St Cloud, MN 56302 RECEIVED G tiT y �P (320) 255-6180 • FAX (320) 255-6186 FEB 2 B 2019 o s JODI L. TEICH, P.E. Highway Engineer JEFF MILLER, P.E. Asst. Highway Engineer MATT ZINNIEL Maintenance Superintendent February 26, 2019 CitY Of St. Joseph STEARNS COUNTY HIGHWAY DEPARTMENT COUNTY PLAT REVIEW PLAT: ST. JOSEPH BUSINESS PARK The basic criterion for this plat review is provided for in the Stearns County 2040 Transportation Plan. This Road Certificate shall be recorded with the Final Plat. Location The general location of the plat is southeast of County State Aid Highway (CSAH) 133 in Section 2, T124N, R29W in the City of St. Joseph. CSAH 133 is classified as a minor arterial in the area of the plat. The 2017 traffic volume on CSAH 133 in this area is 6,800 ADT. Right of Way Sufficient right of way exists along CSAH 133 for County purposes. No additional dedicated right of way is required. The City should review their needs for any additional right of way requirements. All private facilities such as signs, fencing, parking lots, curbs, etc. shall be placed/constructed outside of the permanent county right of way. Access Management: No direct access to any of the lots adjacent to CSAH 133 will be permitted. All access shall be via the public street system. The Street E connection to CSAH 133 shall be subject to approval by Stearns County Highway Department and will require construction of a right turn lane and by-pass lane by the developer. The owner confers all "rights of access" to Stearns County for the property frontage along and adjacent to the County right of way upon the recording of this document with the final plat. Drainage Facilities: 4875-8898 `Affirmative Action / Equal Opportunity Employer" Stearns County Plat Review Plat Name: St. Joseph Business Park Page 2 Storm water drainage facilities should be designed in accordance with the Stearns County Right of Way Ordinance No. 478, and in such a manner as to not exceed the current maximum storm water runoff flow onto county right of way. The analysis should be based on a minimum 100 - year design storm. The design/analysis of storm water runoff effects on the existing drainage system should be based on both the proposed development and planned future development impacts. Traffic and Public Safety: A utility permit will be required if utility construction activities are within the county right-of- way. Mailbox supports installed within the County right-of-way shall conform to the latest Stearns County Mailbox Support Policy. I have reviewed the above plat at the request of the municipality, for concerns relating to standard engineering practice and policies as commonly applied to County Roads and Rights -of - Way. Assistab '`County Engineer I concur in the above review and recommendations. Stearns gounty Engineer Distribution: City of St. Joseph, Attn. Therese Haffner (original) Westwood Professional Services, Inc. Attn. Christopher Foley (copy) MASHAREMOFFICE - Admin\Plat ReviewsVeviews\St Joseph Business Park.docx -Z Date Z z . eq/ Date © 2018 Westwood Professional Services, Inc. IL �s a0 \ ACMEPROPERI/E5LLC r IP / ra 1 AL C AL J r u x � Ju✓�t,c � � ti i LEGAL DESCRIPTION OF AREA TO BE PLATTED GENERAL NOTES The Northwest Quarterofthe Northeast Querterofsecdon 14 Township 124 North Range 29 1.) This survey was prepared without the benefit ofa Title Commitment W f steams C ntK M/nnesota Tso / I I TOGETHER WITH 2.) Elevations shown are based upon NAVY) 88 and are at 1 -foot contourinterva/s. ® I I Thatpen of Me of Me South Ha/fafMe Southeast Quanerofs_�on 2Towneh/p124 North 3)Sublectpmpertyarea: 3,683,853SQ. F7'784.57ACRES 7))) Range 29 West Steams County Minnesota d wbed as follows Beginning at Me South Quarter comerofsaidS.Von z. thence northMya/rog Me wot line of 4.) As scaled from the FEMA Flood Zone Map Number27145L0610& having an effective I id South Haso/the southeast Quarteron anassumedbearingafNarthoo degrees 10 minutes date of February 16, 2012, the subject properryappears to lie within "Other Areas" / l 19seconds West a d:sUnce of 133289 feet to the Northwest comerofthe Southwest Quarteraf / ® ® Zone X (areas determined to be outside the 0.2%annual chance floodp/aiN. I the Southeast Quarter, thence North 88 degrees IS metates 17 seronds East along the north /'ne d Southwest(juarterafMe Southeast Quarter,adklanre of 105036 ft the' South 55 degrees 50 minutes 01 serond East a d/sranre of 829.25 feet Menre rouMeaskdya d/sranre of 9C C 40352 ke1e/o/rgg targentcurreconwvero Me nort/nest hevmge red us af3650.00 feetande M dla g/e af06 degrees l0 in 03seronds thenre South l8 degrees 3l minutes l5 LEGEND (BX6me meRovEhot7'S) sxands West ad/stanre af29959ftMenrenorMweste/iy429.87fta/orrg tangenda/ f / I urve concave to the Northeast having a radius (3950.00 feet a centrorang/e of 06degrees 14 /notes 075 dsaM Me chord ofsaid curve bears North 59 degrees 03 minutes77s West thenre South 34 Degrees 09 m/nures 18 seconds West a dittence of407.93 feet thenre POWER POLE CATCH BASIN e. y L J �. /♦ `-+' so Mwesterrtytya durance of 15861 ftalorrrrgga tangent curPa mncavetothesoutheast honrrga ('us of16000 fterrde cenMe/engk of34 degnrs 57 minutes 11 seconds thence South 00 TELEPHONE UNDERGROUND SEWER CLEANOUT / \ t degreW 47 m/notes 54 remnd fasted/Stance of11134ftta Me South-tmmerafsa/d FENCE LINE W7eCh t the'lltl1Cire ofs o West e fMe sou0r 87 deg 45 minutes 30 se 129487to the tat Quarter of Me Southeast Quarter,ad/stanre of SIGN- TRAFFIC/OTHER pain 6eg/nning POWER OVERHEAD CULVERT BITUMINOUS SURFACE LESS AND IXCEPT Thatpartofthe Southwest Quartwofthe 2 Southeast Quarter ofsection Township 124 North, Range 29 West,}Ing north westerly of Me soulheastMy Right of Way Line of County Road 133, 1 II` aavrding to Steams County Right of Way Plat Number 13. VICINITY MAP (NOT TO SCALE) n J V lvvl .. / O� / 7 •moi''\ Proposed Setbacklnesareehown Mus: ACMEPROPERTTES LL / < d J / / r / 4 )a .y3 CEN MN TAL4N EV�7 5 \ � � � � I Ji � /� I �,-n n v n _ _ i- O n REAR II, T 63,2865E � � ,l/ A i - - � / `r I � - F � - NORLORNER- t.V� 1.449AC da \_ I / �_ \ SOU TCORNE OF E �� CORP - 20 20 VV �� •34^ \ 5 C R I CENTRAL NFS TA LAN -5 N5 \ NW11'H 1/4 .II, TWP ,RNG 9 ` K CENTRAL RIVERAL OF THESWI% 4 �� Q. / _ �G7 \ E 4 Ej/4 t✓ ` I ' NLENTRAL 25 "y� 63,1155E 6I S '$4" 1 IIN 29 /4711 335 - - 25 SEC 2, ]INP. 124, RNG 7 � W^ / LgggqC � ` � � 5E 317.3 I - 30 30 JI L FROM I (No Scale) / i Being30feet 10f-tidth onimntandaddii e,i sl tt lot lines, 10 feet ii widthon side and interior lot lines and 20 feet in width on rear It lines, unless 63150SF ?3 899 SF �J 9� / 1.885AC (oth-i,ei.dicatedas howno.,u y. / 1.450AC j / / � � MCON CONCRETE 10 \ jgJ \ / 8 W PRODUCTSLLC PROPOSED DRAINAGE AND UTILII( EASEMENTS ARE SHOWN THUS: Cv \ 2257AC 912 AC O F, .10850 \ 1 (NO SCALE) / Y 63 208131 SF / [•.` / _ I 5,8265F/ 1.449 AC / �V �-j IO.00SACr �'J G 10 FEET IN WIDTH AND AOINSG STREET LMENTS I DJNES AS SHOWN ON THE LAT. 3 ` L •t STEVEN GOHMANN \ � 1 c � Q � � ASL 1� 117,3835E n / 4 \ 5 .\ F�J BEARINGS SHOWN ARE BASED UPON THE 2695AC 2 ,� � N m STEARNS COUNTY COORDINATE SYSTEM �° \� 0 1 IF 1 o — — — — - NAD 83-HARN 96 ADJUSTMENT I¢ - �'y / 97,55 SF �� 98503ASc l 219 Ac _ 1/ 2261 L 4" 9,0895E a 4)Denotes Weiland W r a Denotes 112 inch by 14 inch 2 N > �tb •/ \5 256 - - - - _ - - - - - - �/� PROD INC iron monument set and BORGERT CONCRETE 566----- -- -- - - �- -- - -J' marked by License No. 55,343 I � v \IB,3y9 1- - —}--� • Denotes found iron monument. _ _ e =J\4 / r 3PoW 49,2745E IL 3 STREET g I Denotes Steams County monument ``\ 9 121 150 150 119 11 1 I / ''e\ x131 I it 11 9" �-Is0 150---- - _jig 9 -- �� - - - n �- 120 0 120 240 360 WScale in tee N42°0547"E � I � I. .! — — — - 2 cy <.I 1028495E 6 ] ` -g 10 11 13 1 16 I8 - — � I '!0 A 2.361 AC q \ - Y P Tis m $ I 54,7 SF 730005E 4255E m-1 n n l i• = rJ c^� _ / 69,073 SF 588465E 54,1905E 54,438fF SA7s0 SF m 76 AC �,-„ SURVEYOR/ENGINEER: 1586AC . O5AC 1144 AC 1250 AC 1157AC 125 CW 436 SF SF 34 E� 1'� Westwood Professional Services, Inc. ZZ2%AC ybfisb sF I 1. AC OppA 998AC 0.997AC 5KN o�8s�F. AV A I 3701 Cloud, Minnesota rte 206 56303 St Z.ZSSAC ' VI ,� n - ,� EU T Ph- (320)253-9495 \ \ �_EY1.5TING 50 - THWEST CORNER OF THE _ !' POWER FAS T PoUER 5 ENT W1/ - zA RNG 29 \ -- 4 — —..,.1 — - N00.101s"w�28z3a - - - - - - ' N00°10'19"W 1045.55 �, -- - -„ - �J - - \ r - - r - - - - - - - - OWNER/APPLICANT: _--------- - ----- --- _ GIRWINKEL --- /.- - -- -- - --`- ----, --- /�_°A II Ar, � Lib+-rr L_ I\ CLC Partners 'WEST LWEOFTHESIr2-SE1/4SEC. 2 TWP. 1A6 RNG29 \` ARTER CORNER ` ,' I; / t`. NORTHWESTCORNER-'' NG 29 ^HOLOWGS LLC `\ I ` c_ lL - li✓ l l ' St39ose he MN Minnesota 56374 OFTHESWZ/4-SEZ/4 \ V/' 3ne� Alin i/� J i hilt l PRECISE DALE F EVER ) \ IIVVV III\li lO SEC 2 TWP. 114, RNG 19 -`'-1 >^ d`d l7 / I / y L V V l I V �J - T/ f ` MCMV LEN -%TALL PROPERTIES LL 1.s T l\ MWS PROPERTTE5 LLP I,jl r� PR RJTESIP I \ - N aurz[Yrea Ih\•�..\\\���L', v L �\ EKTER+P`RLSESCCC L 7 IINNEMA LA I �pREt75E� PROGE RE,S.\\ LL \ Il F l l WVESTME Ids p a.- � ` pp I �I�\ I � E SnNC DESIGNED: INMAL ISSUE: 2/20/2019 REVISIONS: PREPARED FOR: CHECKED: CRF DRAWN: NAS CLC Partners FIELD CREW: FIELD WORK DATE St. Joseph, MN I HEREBY CERTIFY THAT THIS PIAN WAS PREPARED RY ME OR UNDER MY DIRECT SUPERVISION PND THAT I AM A DULY LICENSED LAND SURVEYOR UNDERTHE IAWSOFTHE STATE OF MINNESOTA Christopher R. Foley DATE: 2/20/19 uCENSE NO. 55343 St. Joseph Business Park St. Joseph, MN Westwood Phone (320) 253-9495 3701 12th Street North Suite 206 Fax(320) 358-2001 St. Cloud, MN 56303 T.11 hee (800)270-9495 wagwap{ba,� VINetYI W ProfeS tonal SvWa$ W SHEET NUMBER: Preliminary Plat 1 of 1 DATE: 2/20/2019 0014445PPFOI 0 2018 Westwood Professional Services, Inc. .`L_v l lV/V / / E)r-A /A //r- 1 \L-1 Vl VlL- WEST LINE LOT 9, BLOCK2 RENNIEADDITION 0 -T- L - L- V l �/ NORTH LINE LOT 9, BLOCK 2- RENIVIEADDMON \� / /) -7- L - L- V / L/L T/lIA/A l VVV/V�:�%l, EAST UNE LOT 9, BLOCK 2- RENNIEADDIIION \ PREPARED FOR: DESIGNED: CHECKED: NAS DRAWN: CRF FIELD CREW: FIELD WORK DATE � /1) r L)T L.VI\\7L_l\ l /All-�I I^- /n / // VLJV— / l \l/ -I L_ Westwood CLC Partners St. Joesph Business Park Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 St. Joesph, MN Toll Free (800) 270-9495 WNtwoodpLom St. Joesph, MN Vfttwoodh0hslorrI'S 1 0 16 M& L) A A //\r_- 7%/ / \/-I/ V \7L_ L v Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance I PROPOSED RAV LEGAL DESCR/PTM The south 66 feet of Lot 9, Block 2, RENNIE ADDITION, according to the recorded plot thereof, Stearns County, Minnesota. Area. 22,341 Sq. Ft./0.51 Acres X 0' 40' 80' SHEET NUMBER: Right of Way 1 Sketch and Description °F 1 0014445SKF19 I DATE: 02/19/18 KNOW ALL MEN BY THESE PRESENTS: That CLC Partners, LLC, a Minnesoto limited liability company, fee owner of the following described property, situated in the County of Stearns, State of Minnesoto, to—wit: The Northwest Quarter of the Northeast Quarter of Section 11, Township 724 North, Range 29 West, Stearns County, Minnesota. TOGETHER WITH That part of the of the South Half of the Southeast Quarter of Section 2, Township 724 North, Range 29 West, Stearns County, Minnesota, described as follows: Beginning of the South Quarter of said Section 2; thence northerly along the west line / said South Half of the Southeast Quarter a an assumed bearing of North 00 degrees 10 minutes 19 seconds West, a distance of 1332.89 feet to the Northwest corner of the Southwest n Quarter of the Southeast Quarter; thence North 88 degrees 15 minutes 77 seconds East, along the north line o! said Southwest Quarter of the Southeast Quarter, o distance of 7050.36 feet; (hence South 55 degrees 50 minutes 07 second East, o distance of 829.25 feet; thence southeasterly o distance of 403.52 feet along o tangent curve con cove to the northeast, having o radius o/ 3650.00 feet and o central angle of 06 degrees 20 minutes 03 seconds, thence South 28 degrees 31 minutes 15 seconds West, o dist once of 299.59 feet; thence northwesterly 429.87 feet along o non—tangential curve, concave to the Northeast, having a radius of 3950.00 feet, a central angle of 06 degrees 14 minuses 07 seconds and the chord of said curve bears North 59 degrees 03 minutes 17 seconds West; /hence South 34 Degrees 09 minutes 18 seconds West, a distance of 407.93 feet; thence southwesterly a distance at 758.67 feet along a tongent curve concave to the southeast, having a radius o/ 260.00 feet and a central angle of 34 degrees 57 minutes 12 seconds; thence South 00 degrees 47 minutes 54 seconds East, o distance of 177.34 feetto the Southeast corner of said Southwest Quarter of the Southeast Quarter; thence South 87 degrees 45 minutes 30 seconds West, along the south line of said Southwest Quarter o/ the Southeast Quarter, a distance of 7294.87 feet to the point of beginning. LESS AND EXCEPT That port of the Southwest Quarter of the Southeast Quarter of Section 2, Township 124 North, Range 29 West, lying northwesterly of the southeasterly Right of Way Line of County Rood 133, according to Stearns County Right of Way Plot Number 73 Hos caused the same to be surveyed and plotted as ST JOSEPH BUSINESS PARK, and do hereby donate and dedicate to the public, for public use forever the public ways shown on this plat, and also donating and dedicating to the public for public use forever the easements as shown on this plot for drainage and utility purposes only. in witness whereof said CLC Partners, LLC, a Minnesota limited liability company, fee owner, has caused these presents to be signed by its proper officer this _________ day of ----------------------- 20___. CLC Partners, LLC By. --------- its STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _____ day of ----------- 20___, by --------------------- its of CLC Partners, LLC, o Minnesota limited liability company, fee owner, on behalf of said company. Notary Signature Notary Printed Nome Notary Public, County, Minnesota My Commission Expires SURVEYOR'S CERTIFICATION I hereby certify that this plot of ST JOSEPH BUSINESS PARK is a correct representation of the boundary survey, that oil mathematical do to and labels are correctly designated on the plot; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plot; that oil water boundaries and wet lands as of the date of the surveyor's certification are shown and labeled on the plot; that o// public ways are shown and lobe/ed on the plot. I further certify that this plot was prepared by me or under my direct supervision and that 1 am a duly licensed land surveyor under the lows of the State of Minnesota. CHRISTOPHER R. FOLEY, LICENSED LAND SURVEYOR MINNESOTA LICENSE NUMBER 55343 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certification was acknowledged be/ore me this _____ day of ---------- 20___, by Christopher R. Foley, Licensed Land Surveyor, Minnesota License Number 55343. Notary Signature Notary Printed Nome Notary Public, County, Minnesota My Commission Expires P — CITY OF ST JOSEPH PLANNING COMMISSION Approved by the Planning Commission of the City of St. Joseph this _____ day of SIGNED: CHAIRMAN ATTEST.' CITY OF ST. JOSEPH CITY COUNCIL Approved by the City Council of the City of St. Joseph this _____ day of SIGNED: YOR AT TES T., STEARNS COUNTY SURVEYOR I hereby certify that this plot has been examined and recommended for approval this STEARNS COUNTY SURVEYOR, MINNESOTA LICENSE NUMBER ---------- STEARNSCOUNTY AUDITOR/TREASURER 20___. SECRETARY 20___. ADMINISTRATOR day at ------------------- 20__ l hereby certify that the foxes on the land described hereon are paid for the yeor _____ and all years prior to the yeor _____ and transfer entered Dote_______________________ _------------------------------- STEARNS COUNTY AUDITOR/TREASURER DEPUTY AUDI TOR/TREA SURER TAX PARCEL NUMBER STEARNS COUNTY RECORDER / hereby certify that this instrument was filed for record in the Office of the County Recorder in and for Stearns County, Minnesota on this _____ day a/ 20___, of ___ o'clock ___.M. os Document N ------------------ in Plot Cabinet ___________ No._________. STEARNS COUNTY RECORDER DEPUTY RECORDER Ww`vwod Professional Services, Inc. SHEET 1 OF 2 IST JOSEPH BUSINESS PARK , I � I yr 3� � Q 1 Cj ( I x -Y e / JL 6 7 8 v e 101 a n PROPOSED DRAINAGE AND UTILITYAll 3 14 EASEMENTS ARE SHOWN THUS 9 I CS 10 10 (NO SCALE) e EASEMENTS BEING 10 FEET IN WIDTH AND - ADJOINING STREET LINES AS SHOWN ON THE PLAT. cp&4ti Q�y9 nI�T ;���. iTI �� ! vvJ L ,&, Denotes wellond o Denotes 1/2 inch by 14 inch iron monument set and marked by License No. 55343 • Denotes found monument 0 Denotes Stearns County monument The west line of the South Half of the Southeos Ouorter of Section 2, Township 124, Range 29 is assumed to bear N00°10'19"W 120 0 120 240 Scale 360 6 7 8 feet e 101 a n 13 3 14 15 Z6 3 17 I CS b' �b" 3 l� 3 r'� s / c �� e 40 �; 7 1 J �ry s F OUTLOTA A NORTHEASTCORNER- "T >s ,\ v Q� ,�, THE OF THE SWI14-SE114 �� 41y /1 STSZ° ` I NWI/4-NEUa5EC. 1�R4RR124, OF 29 SK 2 TwP. 124 RNG29 500"4754"E 67 Z�� - 111.34 .- 5004711°E 1317.38 - - - - - - I231. - - - - - - SOUTHEASTCORNEft" I 40, OF THE SS / ti TBF� SEC 2, TNR. 124, RNG Z9 Line TableIF AM -4711 w s66.so i ' ----------------- A �4 �I ( �n �^ I �� o Jnr -� iLim #: Length : Direction n .�Z / JvvvivJ/7i,`� 2`l- I wurivJ�7L; �`r r____ t____ y________ 1 Q. / Ll 80.00 N31.5135"W L2 3828 So02431-W r JL F F____+____4________i ti / b F L -L3 i 80.00 i N28'374Z_E 1 1j. / /�� 1 �S <) / OpJ - OUTLOTA P ' BLOCK 3 R °ati �e8' 2 1 4� Z - 5 s 14_1084438. ae L_zsi.a480 �� m� 2 ri ��� .D`�o /.ti I.�v aaz�� ��� - gN i5 r 1paal`• 25436 -- 6.50- ------- ---2-56.-00 -,g___--95600 ------261.24 - -- _ <+ � J 3 Ii -T 1004937"W 167572 STREET B _ L=146.23 D'` 9 4 167 $ t'-- ISQ00 150.00 r - - -- - 11919 ' 118.95 1 = - -300.00- 1 - - -198.39 80 'J 61 _ - - _ _ _ _ - - � 150.00 15000 r ----y � 119.49 - 11931 � r � ,O,loa4335^ BLOCK 1 N42o05a7°E 5 2 a $ g g g e e IS $ ---------- I 21.56-�� vv 6 7 8 3 9 e 101 a n 13 3 14 15 Z6 3 17 b' �b" 3 l� 3 r'� s / c �� e 40 �; - / 500'4957-E 848.39 - -' E kti / N0049'57 -W 207.54 _. 3 _ - 256.38 1 80.01 256.00 - 1 256.00 1 ^ _ �� ' BLOCK 3 R °ati �e8' 2 1 4� Z - 5 s 14_1084438. ae L_zsi.a480 �� m� 2 ri ��� .D`�o /.ti I.�v aaz�� ��� - gN i5 r 1paal`• 25436 -- 6.50- ------- ---2-56.-00 -,g___--95600 ------261.24 - -- _ <+ � J 3 Ii -T 1004937"W 167572 STREET B _ L=146.23 D'` 9 4 167 $ t'-- ISQ00 150.00 r - - -- - 11919 ' 118.95 1 = - -300.00- 1 - - -198.39 80 'J 61 _ - - _ _ _ _ - - � 150.00 15000 r ----y � 119.49 - 11931 � r � ,O,loa4335^ BLOCK 1 N42o05a7°E 5 2 a $ g g g e e IS $ ---------- I 21.56-�� vv 6 7 8 3 9 e 101 3 IZ 12 13 3 14 15 Z6 3 17 2 NEOF-THE9�.P6 114-4 F ���-' EXSTINGSOFOOT lIi i i V �J L 2 SEC. lZ TWP124, RNG 29 �"NXT0N3G 0 FOOT POWER EASEMENT ER OF CORNER NW 44=NE114SEC TWQ 12 4, POWEREASEMENT ,lj -5 - - - 1 \r - - - - - - - - 1` ��i -\�12L�O- - -- -- 139.87 - -`� - _ - -200.- 150.01 1501 1505 1500 r108 8 15000- - 11949 ------- - - --_ 13 _r N00°4957°W 130521 - .94 �r T 8-0g.p 0-1 f <� NOO 0TW105.5 -- ---------------- -11-8.95-__WE ----I --i -------- _- _---------- -- -- -- - - _\_ � ---- --- _ ___--- N001019"E 1332.89 -------------- .TUNEOFTHES12-SE114 ------ - - --"•I - - fY --- -R-R-O- -SOUTH MSATECRNERNORHWESTCORNER- _-i �rlc � 1 v- G yl^�r < OF MESW114-SE114 SECZ TWP124, RNG29 \ 7/Tv In1- SE4Z TWP24, RNG 29 1-1 1 SEC. 2 QUP.124, RNG79 2 I V, r� _ B Westwood Professional Services, Inc. SHEET 2 OF 2