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4.2. PCSR 09-22-2020 �� Request for Action Elk River To Item Number Planning Commission 4.2 Agenda SectionFsptember eeting Date Prepared by Public Hearings 22, 2020 Zack Carlton,Planning Manager Item Description Reviewed by Wash N Fill Properties of Minnesota,LLC— 18296 Chris Leeseberg, Senior Planner Zane Street NW Reviewed by ■ Preliminary Plat of Elk River Crossing Eighth Addition, Case No. P 20-16 Action Requested Recommend,by motion, approval of the Preliminary Plat for Elk River Crossing Eighth Addition,with the following condition: 1. Ingress/Egress easements providing perpetual access to the public street for both parcels be recorded with the plat. Background/Discussion The plat of Elk River Crossing Second Addition placed the existing CR 33 gas station and oil change use on one parcel—Lot 1,Block 1, Elk River Crossing Second Addition. Establishing two uses on one parcel was permitted at the time as the area was regulated by a PUD Agreement for the larger Elk River Crossing development. The RR applicant, owner of the parcel with both uses,is now requesting to split the lot into two, allowing them to separate the two uses onto Hwy io their own parcels. The access and general layout of the parcel will • CR 12 remain the same,but that does limit access to the public street (Zane Street). To address this concern,the applicant will record a perpetual ingress/egress easement over both parcels. Comprehensive Plan tiw The Comprehensive Plan guides this area for Highway Commercial uses. The proposed subdivision does not impact the current uses, and the proposal is consistent with the Comprehensive Plan. Figure Parks Park dedication was satisfied with previous plats in the area.As new commercial uses or land is not being developed with this plat, additional dedication is not required. Preliminary Plat City ordinance section 30-375 outlines the required findings for approval of a Preliminary Plat. POWERED 9r UREI 7. The proposed subdivision is consistent with the honing regulations (article VI of this chapter) and conforms in all respects with all requirements of this Code, including the honing regulations and this article. The proposed subdivision provides the required frontage on a public street but does not provide direct access to Zane Street. The required ingress/egress easement addresses this concern. The area is also regulated by a PUD agreement, separate from the city's standard zoning ordinances. 2. The proposed subdivision is consistent with all applicable general and speciali.Zed cio, county, and regional plans, including, but not limited to, the city's comprehensive development plan. The subdivision is consistent with all applicable plans. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding and drainage are suitable for the type and density of development and uses contemplated. The physical layout and characteristics of the site are not changing due to this subdivision. The existing site is suitable for the proposed subdivision. 4. The proposed subdivision makes adequate provision for mater supply, storm drainage, sewage transportation, erosion control and all other services,facilities and improvements otherwise required in this article. As the physical layout of the site is not changing, the subdivision includes public utilities and stormwater infrastructure to meet city requirements. 5. The proposed subdivision will not cause substantial environmental damage. As the physical layout of the site is not changing, the subdivision will not cause substantial environmental damage. 6. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. The subdivision does not conflict with easements of record. 7. The proposed subdivision will not have an undue and adverse impact on the reasonable development of neighboring land. The area included in the subdivision is fully developed, as is the surrounding properties. The subdivision will not adversely impact the reasonable development of neighboring land. 8. The proposed subdivision is not premature.A subdivision is premature if any of the following exists: a. Lack of adequate stormwater drainage. b. Lack of adequate roads. C. Lack of adequate sanitary server ystems. d. Lack of adequate off-site public improvements or support systems. The subdivision is not premature as the above conditions have been provided for. In reviewing the standards for approval of a preliminary plat, the proposed project meets the standards, and is recommended for approval. Financial Impact None Mission/Policy/Goal The proposed subdivision supports the growth and development of commercial properties. City Council With a recommendation from the Commission, the City Council will review this application on October 19, 2020. Attachments ■ Location Map ■ Alta Survey dated July 31, 2020 ■ Preliminary Plat dated August 28, 2020 Foster & Brever, PLLC Plat 75ao.,���)z'_ I --. 4 �� fi 1i137� �M1 Case No: P 20-16 ER ver` SECTION 34, T33N, R26W �t- ALTA/NSPS SURVEY OF tas _ �T . l •• '. ST 18296 ZANE R,.,.EET N.W,, 0 15 30 1 INCH EQUALS 30 FEET { CITY OF ELK RIVER, SHERBURNE COUNTY, MINNESOTA - BASIS FOR BEARINGS: SHERBURNE COUNTY COORDINATE SYSTEM � l (NAD83, 1996) -'.�� s - �• , �, � � , ,,� • �.: ,. •.I , B t, ! - ti . • _- .�nr.. -T� -., 'FIIFJM_ Mmm IBJ, a it MINNESOTA ®� ����® BASIS FOR ELEVATION: ENT - - . �r - -- _ OF TRANSPORTATION STATION "POWER AZ MK" AT THE SOUTHWEST _ �x ■ -ROAD CORNER OF COUNTY 12 & N ■ p r M rLxw' • l', HIGHWAY NOT169K ELEV.=902.613 AVD ) I r_ :_• #° : -.'7 '., r_ :.....};= STATEMENT OF APPARENT ENCROACHMENTS "" (VIA REAL TIME GPs } ir1R S! ` :_ j WESTERLY SIDE OF 18296 ZANE STREET N.W. MEASUREMENTS UTILIZING O CONCRETE CURB ENCROACHES ONTO ADJACENT PROPERTY MINNESOTA DEPARTMENT A SOUTH SIDE OF 18298 ZANE STREET N.W. - � CITY OF ELK RIVER, SHERBURNE COUNTY, MINNESOTA A MAXIMUM DISTANCE OF 0.9-FOOT. CITY OF ELK RIVER, SHERBURNE COUNTY, MINNESOTA of TRANSPORTATION VRS NETWORK) r ,` - I 1 ` �� ' • ` �, Y Park 1 5e.- CONCRETE BLOCK VENDING WALL ENCROACHES ONTO © ADJACENT PROPERTY A MAXIMUM DISTANCE OF 5.8 FEET. CONTOUR INTERVAL=1 FOOT J ,l: ti ti 0 VICINITY MAP 0 NO SCALE) \ / CB RIM 903.21 PP RID OH OH OH OH FH � PP OH O� PP SP O STMH----------- - RIM 903.48 - CONCRETE CURB - ----------- _ P S -O OH CB RIM 905.36 CB � --- _ , i ro RIM 905.20 CB � - - '� 0 SP CONC. o SSMH O� RIM 905.71 CB WV SSMH RIM 906.38 ST � CB RIM 905.57 CB RIM 905.44 RIM 906.66 CURB n RIM 906.08 <n SS SS SS SS SS S SS CONCRETE MEDIAN ---_-_ CB STMH RIM 906.99 ���/// 1E GURB STMH GGNCR RIM 905.33 GB 903.79 MAIN STREET RIM 905.85 W `� CB RIM 903.38 (RIGHT OF WAY WIDTH VARIES) - = CONCRETE MEDIAN (BITUMINOUS PUBLIC ROAD) N CONCRETE FOUND 1/2" CB IRON PIPE RIM 903.31 (RLS 17008) 906.1 C7 N 9os.85 RETE eoa.3z CONCCo ,\ \\ ----_________________ ---- ---_4 ---- --- 906.14906.44 - - Re CB „\\\ _ ---------- -- 90666 O 0 UE 9 RIM a p 905.02 �CQ 905.05 � 906.35 <L CONC ��_- -- m - v . Rf O ���Uq- 7 903. 90 904.7 _ 9 906.65 $7DEw U 905.5---- �\ GR AIK� 905.9 �• 5--4-=--» " 904.73 05.12 _ �- eo4.z7 0 W soe.7a 906- T 9 d a 9p 905.900 6 .. 903.05 4 a CONCRETE SIDEWALK so6.is Lp SP ,� 903.40 d i =905 LP D 903.84 904.21 ,s'•ASH soa.a3� 904.66905.20 905 904 - 03.m 904 MB a z' ASH EMH 5" AS gam. (J1 O Og 605.20 w1 7�., Boss ST \\ CONC. 9 CURB 5 9oz _ g3 9°� 5 904 �' 902.2' 902.58 CONCRETE CURB 903.31 903.71 / a 10' DRAINAGE &UTILITY )ASMENT 5' TRAIL SEMEN ELK RIVER CROSSING SEADD .) (DOC. NO. 405503) eo2.oe HEIGHT=20.5 FEET ( SCHEDULE I 4.68 EMH E CONC. CURB 906 ea6.o6 v 904.89 rn ui g M SP . "J 0 MONUMENT "t °5 O \ CB s .93 j� (SCHEDULE B ITEM 19 ) B ITEM 1 902.83 MONUMENTS CLEARANCE=17.5 FEET ? D p 9o4n SIGN SPO PP ____ RIM 902.09 903 / c0 O �0 "THE HOME DEP "/ a "WALMART" -H 606.28 GARAGE FLOOR 9os.n \ a 2.97 °' � CONCRETEo ELEV.=905.44 ��Cj� 7 39.6 \ � 90 .87 j� 902.63 \ •9D? GP I1' / 3 PARKING SPACES 9 907 (O LO 903.16 903.40 .904.+5 905.05 905.30 905.27 904.37 � � 17.320 a CONC. APRONs°s.3s °O , / ) / Q a 903.9 9p3-\l \ 526> •68 LP o O o \ \ 1 C ^ VENT 9 z'z7 902.23 / a ° & o % G I V 98.78 TR �!� PIPE R s�,•66 / ti o go o 9 q 1F 904.31 p8,g2 O° o o o FIRE HOSE 48.04 O CONNECT 3 OVERHEAD DOORS vJ N 18298 ZANE ST. N.W. 5 CANOPY�o a°3.62 s°3.77 905.43 UTIL. Q 90.30 rJ' Ci °o a o a 603.69 soa.oe M SINGLE STORY CONCRETE BLOCK V (FORMER "JIFFY LUBE") / \ z s WV a pew PP j \ 90�OF,p 0 / p4 > CONCRETE O� 80669 S OG sos. o= 6" LOCUST CONC. BUILDING FOOTPRINT=2,067 SQ. FT. w GM 0908 CURB EM TRANCE SIDE 3 OVERHEAD DOORS o 04.74 LEGAL DESCRIPTION / \ G a q AC 902.79 E O° c0 0 P40� ^� 9G-r, oGo� 1 ELEV.= o n co a R q / a / 904.59 �> 1 0 "°, 9°2.25 y0 DOOR 65.33 ^ 23.7904.07 CONC. sza GC s 9.61 - 0 0 0 o a C FIRST AMERICAN FLOOD ZONE "X" \ O ° S ti/r Q� 4 O D`OFt yam°° 4 g F w 0 J / ° / � J,� 3s O o qti qiy 905.20 sos.n 9°6.1° �, !� ,^ 2 CONCRETE 37 '� h Q TITLE INSURANCE COMPANY SUBJECT PROPERTY LIES WITHIN FLOOD ZONE (AREAS DETERMINED TO BE OUTSIDE THE 0.2% 9 z.z 90203 O ° r OF°°° oa.at BLOCK w HEIGHT= 05 0 32 �o `� ANNUAL CHANCE FLOODPLAIN) ACCORDING TO THE \ r pyo_ / Q p / ° o+ �o n � r" ° 18296 ZANE ST. N.W. P REFUSE Q 7 FEET rn O^ �h�� ENCLOSURE COMMITMENT N0. 615596 FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD \ INSURANCE RATE MAP COMMUNITY PANEL NUMBER > er 90296 C Go 0 0 ��o �Gmm .� a / 904.03 O9 F 9� rn tJ a �y1i ? vT �Y °+.19 a N ^• N m GARAGE FLOOR �� ELEV.=905.39 DATED JUNE 29, 2020 27141C0395F, DATED NOVEMBER 16, 2011, ^ Nr r O Ogv ct p CIRCLE K" EXXON" �p N GrnN - / 2 ° / (�K 1 ( / ) �' 9S �� Oo Ip �tiCy 603.68 0 H z Plv V;• // // RI 03.88 Y V c� / Lot 1, Block 1, Elk River Crossing SHERBURNE COUNTY, MINNESOTA \ CoA �na�n 902.80 / o/ BLOV e°3 7 904,'7 SINGLE STORY CONCRETE BLOCK az«z �^ BUILDING FOOTPRINT=6,201 SQ. FT. �� CONC. , Q �• 90 a CURB Second Addition, �) o p Gar^9Y OZy,1r \ EDGE OF 09.96 0' > ;O In O O / 03.32 $ �a mrn + oCONCRETE a ? FLOOR g .� R 0_ o FH 03.06 904.21 �o Together with Declaration of ZONING \ O�+NA G 92.6 POAF�° �� ➢ / / GP\ 9S ELEV.= 'o 's 904.36 ��o - 90488 wPo� / Easements filed September 26, REQUIREMENTS y - �c o o n o / G �° ROOF PEAK 904.37 ��� ° '� �' HEIGHT= 2 �� -'� `9tiq ° �� oa' BIS s" uo sr�� 2000 as Document Number 421442 N Z > .TPG` G^ �� s� 94.5 2 0 s / o / ` QP 903.76 20.3 FEET a.3a cn rn Ivo / and Amended Declaration of ZONED PUD - PLANNED UNIT DEVELOPMENT \ o - w o 8 y $ �,p z \ / o / HEIGH 20.6 FEET 2 M 4 �, ��, 3 0 c RY �2 �O Q Q I o s m p p o Easements filed January 25, 2002 as Document Number 459149. UNIT LIESNTOSUBJECT AGREEMENT \ n 441 h oo CLEAR NCE=17.6 FPLAEET cJ T 02 , #75-663 010 �<q � / , 90366 s EUM Ow c Ae �/ Z Q s" uocusr Sherburne County, Minnesota DOCK N0. 405505 APPNED �y� BENCHMARK: PROPERTY MINNESOTA DEPARTMENT PID 0389/ O c 902.92 90329 R q / FO o �� 6" LOCUST J so 7a / OF TRANSPORTATION "POWER 49. / P ro0 a ��� 03.26 02.75 a' h , v � ��2 2 ° �� 1 o CONVENIENCE STORES ARE PERMITTED USES STATION Az MK" ELEV.=902.613 (NAVD88) MOTOR VEHICLE SERVICE STATIONS ARE �� oy / �Q �ti oN.,� o, 81 S7 0 ro O 2 CONDITIONAL USES CAR WASHES ARE CONDITIONAL USES J O \ N Pe �� 903 � e v c, O F- 903.12 G , / c'N �o OUND 1 2" 0 O O IRON PIPE � J 4i °° 7 AREA SUMMARY 90313 c EDGE OF O � � AIR � ��' Op g CR ss .m (RLS 17008) R\ LOT 1 = 77,059 SQ. FT. OR 1.7690 ACRES CONDITIONAL USE PERMIT DOC. N0. 418300 \ . /•1 lY ss BITUMINOUS HOSE a02.81 E\_K FLOOR p A ITJON APP EAB Q- GRANTS APPROVAL FOR CONVENIENCE EDGE OF LP 8 \ 90 a 903.23 e03.26 o oe C ELEV.= ya° 904.55 ON 903 ,+ STORE/CAR WASH AND QUICK LUBE BITUMINOUS o °jo ao F o° s" h FACILITY ON THE SUBJECT PROPERTY\ 80'.63 y n° \ 3 r�T�sy o, 902.07 90234 ro 3 S ^ pM 5 PARKING SPACES O P\-� / FPO .s/moi 03.4' p PARKING REQUIREMENTS: \ - cZ gp3g 3 +9 Q O ^C ' V LEGEND ONE SPACE FOR EACH 300 SQ. FT. MONUME T SIGNa r"� a NCRET s" Locusr "EXXON" °o c^ 111 55 904.'2 901, s zsa 31.3 3" cR // B ET A Pu // // / MHO MANHOLE MBO MAIL BOX OF FLOOR AREA \ "CIRCLE K CONC.1 9°4.28 GM 904.38 801.43 ot.g cuRBa a 901.98 "WASH-N- ILL" TR s 9 IM 901.9 co 9 77 e 2 (AUTOMOBILE REPAIR SERVICE STATION) T . .55 ST ,p 903.44 903.24 � a 10' DRAINAGE &UTILITY EASEMENT N ADDN. 902.49 G e" uocusr 0 01 �^ G / STMH O 9 STORM SEWER MANHOLE FP o FLAG POLE 9 (ELK RIVER CROSSING N 9 SECOND p ^j V• 9° LOC ONE SPACE PER 200 S FT. OF Q FLOOR AREA, BUT NOT LESS THAN O ST 6" LOC � _ � SSMH O � a (SCHEDULE B 904 W 00 /// \ ° ST a ii -� c ce asa.71 / SANITARY SEWER MANHOLE � SIGN °,°� Pc�� a LP e4 900.30 ET CONC. V CB ® CATCH BASIN o GUARD POST SIX SPACES � B a CONCRETE' a a 903.07 903.63 u °° 0324 ° .12 C RIM 8 9.10 ; PP 0 POWER POLE - OH - OVERHEAD UTILITY LINES (CONVENIENCE STORE) \ o 902.6 903.05 o 9823 !� / 03.3 903.52 ,, S 8 17t �� 24 W 273.9 (M&R) ACCESS & DRIVEW Y NO. 45 EASEMENT U, Lu wV LP 0 149) LIGHT POLE - SS - SANITARY SEWER (AS PER CITY OF ELK RIVER ZONING CODE) \ w (SCo (DOCUMENT p' V 0 / OUND 2" LP HEDULE B ITEM 20) ° Q SP Qj SIGNAL POLE - ST - STORM SEWER ON PIP o 3" CEDARS © FH SSMH SS SSMH ( LS 4259 Z 90 WV 903.36 v N \ 3 RIM 902.55 o ro SS RIM 898.13 GP 0 GUY POLE - W - WATER MAIN/SERVICE 903.84 - �° 0) 00o TR \ ? CB IM 9 .72 TR ❑T TELEPHONE RISER - G - GAS MAIN/SERVICE \❑T CONCRETE BLOCK WALL CONCRETE CURB 902.2 (VENDING MACHINES) 9°3.97 901.27 903.92 9°2.73 899.12 00 CB FH 10, S RIM 897.40 FIRE HYDRANT - UE - UNDERGROUND ELECTRIC LINES 0 WV WATER VALVE - UT - UNDERGROUND TELEPHONE LINES \ 903 902 901.43 o z2 ADJACENT ST CONCRETE p CB u) WMH O WATER MANHOLE - FO - UNDERGROUND FIBER OPTIC LINES NOTES DRIVEWAY MH t98.16 l2SLP RIM 897.49 1. THIS SURVEY WAS CONDUCTED WITH A LEICA MS-50 ROBOTIC TOTAL STATION AND LEICA GS-14 902 RIM 902.23TMH \ O 899.54 899.64 TELEPHONE MANHOLE DENOTES DIMENSION (M) MEASURED DURING THE GNSS RECEIVER. ___901 EMH O ELECTRIC MANHOLE COURSE OF THIS SURVEY 2. ALL DIMENSIONS FROM BUILDINGS TO PROPERTY LINES ARE MEASURED PERPENDICULAR ORo, RADIALLY TO SAID PROPERTY LINES. \ O � CR ❑r CABLE RISER DENOTES RECORD PARKING SUMMARY DIMENSION AS PER PLAT (R) 3. ALL DRIVEWAY AND STREET THROAT DIMENSIONS SHOWN ARE MEASURED FACE OF CURB TO FACE OF CURB, UNLESS OTHERWISE NOTED. RIM 900.37 o I PIV 10, 18 STANDARD SPACES POST INDICATOR VALVE OF ELK RIVER CROSSING SECOND ADDITION 4. THERE IS NO OBSERVABLE EVIDENCE OF CEMETERIES OR BURIAL GROUNDS ON SUBJECT PROPERTY. NOTES CORRESPONDING TO SCHEDULE B Z MW+ 1 HANDICAP SPACE MONITORING WELL DENOTES SET SURVEY 5. THERE ARE NO PONDS, LAKES, SPRINGS OR RIVERS, OR WATERWAYS BORDERING ON OR RUNNING EM ❑Q I ELECTRIC METER • MONUMENT MARKED THROUGH SUBJECT PROPERTY, OTHER THAN AS SHOWN HEREON. 6. THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE OF ABOVE GROUND FIRST AMERICAN TITLE INSURANCE COMPANY \ 19 TOTAL PARKING SPACES GM © "KEMPER 18407" GAS METER APPURTENANCES. COMMITMENT N0. 615596 � AppIT10N 1, S�O�ROSSINO THIRD I AC AIR CONDITIONER `905- EXISTING CONTOUR LINE 7. ACCESS IS GAINED TO THE SUBJECT PROPERTY VIA ZANE STREET N.W., WHICH IS A DEDICATED DATED JUNE 29, 2020 SOT \ RIVER CORPORATION E1-K X903.26 EXISTING SPOT ELEVATION PUBLIC RIGHT-OF-WAY. pID # 75_693_C NE DE�COpp/ENT I 8. THERE IS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS WITHIN RECENT MONTHS. 11. EASEMENT IN FAVOR OF THE RURAL COOPERATIVE POWER ASSOCIATION 17. PUD AGREEMENT DATED DECEMBER 21, 1999, FILED JANUARY 3, 2000 • AUTO -0 DATED APRIL 28, 1966, FILED JUNE 9, 1966 AS DOCUMENT NUMBER AS DOCUMENT NUMBER 405505 AND AMENDMENTS FILED AS DOCUMENT OWNER SURVEYOR'S CERTIFICATE 9. THERE ARE NO CHANGES IN STREET RIGHT OF WAY LINES EITHER COMPLETED OR PROPOSED, AND AVAILABLE FROM THE CONTROLLING JURISDICTION. 103568 AND PARTIAL RELEASE FILED NOVEMBER 23, 1982 AS DOCUMENT NUMBER 172404. AFFECTS SUBJECT PROPERTY AND IS PLOTTED AND SHOWN HEREON. NUMBERS 439633, 524246 AND 600878. AFFECT SUBJECT PROPERTY. BLANKET IN NATURE. \ TO: Wash N Fill Pro Properties Of MN, LLC; P 10. THERE IS NO OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. 18. CONDITIONAL USE PERMIT BY CITY OF ELK RIVER FILED AUGUST 8, First American Title Insurance Company; 11. THERE IS NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY 12. EASEMENT IN FAVOR OF CITY OF ELK RIVER DATED FEBRUARY 4, 1999, FILED MARCH 25, 1999 AS DOCUMENT NUMBER 386157. 2000 AS DOCUMENT NUMBER 418300. AFFECTS SUBJECT PROPERTY. BLANKET IN NATURE. Land Title, Inc.: \ LANDFILL. 12. NO EVIDENCE OF POTENTIAL WETLANDS WERE OBSERVED ON THE SUBJECT PROPERTY AT THE TIME AFFECTS PROPERTY SOUTH OF THE SUBJECT PROPERTY. DOES NOT AFFECT SUBJECT PROPERTY. 19. DRAINAGE AND UTILITY EASEMENTS OVER THE SUBJECT PROPERTY AS SHOWN ON THE RECORDED PLAT AND LAND SURVEYOR'S This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, THE SURVEY WAS CONDUCTED, NOR HAVE WE RECEIVED ANY DOCUMENTATION OF ANY WETLANDS BEING LOCATED ON THE SUBJECT PROPERTY. 13. CONDITIONAL USE PERMIT BY CITY OF ELK RIVER FILED AUGUST 25, CORRECTION FILED DECEMBER 27, 2001 AS DOCUMENT NUMBER 456001. \ G b ALTA and NSPS, and includes Items 1, 2, 3, 4, jointly established and adopted 5, 6(a), 6 b 7(a), 7 b 1 7(b)(2), 8, 9, 10, 11, 13, 16, 17, ( ) ( )( )' 1999 AS DOCUMENT NUMBER 396872. AFFECT SUBJECT PROPERTY AND ARE PLOTTED AND SHOWN HEREON. y , AFFECTS SUBJECT PROPERTY. BLANKET IN NATURE. BV\1p1N .1 t,w 18, 19 and 20 of Table A thereof. T e field work was completed On July 14, 2020. RESPIL 20. TERMS OF DECLARATION OF EASEMENTS DATED AUGUST 31, 2000, F�P CENT NE 5 • 14. CONTRACT FOR PRIVATE DEVELOPMENT BETWEEN THE ECONOMIC FILED SEPTEMBER 26, 2000 AS DOCUMENT NUMBER 421442 AND \ PO #�g218PVSODEVELZONE KEMPER8e ASSOCIATES INC AND ASSOCOPMENT AUTHORITY IATED INVESTORS OFNAND FOR THE ELK RIVER, INC. DITY ATEDFELK JULY 30 RIVER999 AS DED JANUARYA25,,n22002ON OASASEMENTS DATED DOCUMENT NUMBER DECEMBER 2001, FILED Date: JULY 31, 2020 • DOCUMENT NUMBER 400516. AFFECTS SUBJECT PROPERTY. BLANKET IN NATURE. IN NATURE. DRIVEWAY ANDUTILITYENTS ACC SS EASEMENTAFFECT SUCAFFECTS SUBJECTPROPERTY.NKET PROPERTY AND \ 0+ `���111111//��� MINN�,`f` O PROFESSIONAL LAND SURVEYORS IS PLOTTED AND SHOWN HEREON. ,(il�L ``����Q> 721 OLD HIGHWAY 8 N.W. 15. TRAIL AND MAINTENANCE EASEMENT DATED DECEMBER 21, 1999, FILED JANUARY 3, 2000 AS DOCUMENT NUMBER 405503 AND 23. CONDITIONAL USE PERMIT BY CITY OF ELK RIVER DATED FEBRUARY 20, \ Mark D. Kemper, Professional L n Surve or p y ` ; Z A• PROFESSIONAL i y LAND SURVEYOR RERECORDED AS DOCUMENT NUMBER 405744. 2001, FILED MARCH 29, 2001 AS DOCUMENT NUMBER 432553. Minnesota Registration No. 184 g NEW BRIGHTON, MINNESOTA 55112 651-631-0351 AFFECTS SUBJECT PROPERTY AND IS PLOTTED AND SHOWN HEREON. AFFECTS SUBJECT PROPERTY. BLANKET IN NATURE. Kemper & Associates, Inc. - 18407 FAX 651-631-8805 16. DEVELOPER AGREEMENT FOR ELK RIVER CROSSING BETWEEN CITY OF ELK RIVER AND ASSOCIATED INVESTORS OF ELK RIVER, INC., 24. CONDITIONAL USE PERMIT BY CITY OF ELK RIVER DATED MARCH 19, 2001, FILED APRIL 12, 2001 AS DOCUMENT NUMBER 433653. 721 Old Highway 8 N.W. New Brighton, Minnesota 55112 oo 44% 'Y email: kemper@pro-ns.net DATED DECEMBER 21, 1999, FILED JANUARY 3, 2000 AS DOCUMENT NUMBER AFFECTS SUBJECT PROPERTY. BLANKET IN NATURE.Ph1 _ _03 � www.kempersurveys.com AFF TS SUBJECT PROPERTY. BLANKET IN NATURE. 25. UNDERGROUND TANK AFFIDAVIT FILED DECEMBER 3, 2002 AS Faxon 6516563163880551 DOCUMENT NUMBER 487556. email: kemper@pro-ns.net 2020099 (2020099.DWG) D.B. TODD HOLEN AFFECTS SUBJECT PROPERTY. BLANKET IN NATURE. KEMPER & ASSOCIATES, INC. ELK RIVER CROSSING EIGHTH ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Wash N Fill Properties of Minnesota, LLC, a Minnesota limited liability company, owner of the following — — described property: Lot 1, Block 1, Elk River Crossing Second Addition Sherburne County, Minnesota I I I Has caused the same to be surveyed and platted as ELK RIVER CROSSING EIGHTH ADDITION. Z G In witness whereof said Wash N Fill Properties of Minnesota, LLC, a Minnesota limited liability company, has caused these presents to be signed by its O proper officer this day of 2020. NS ywY � Signed: Wash N Fill Properties of Minnesota, LLC, a Minnesota limited liability company 0 �0 I MAIN ST. I S s B y: RI ��RSSIPPI €NAME, €TITLE) VICINITY MAP STATE OF MINNESOTA SECTION 34, T33N, R26W COUNTY OF NO SCALE This instrument was acknowledged before me this a Minnesota limited liability company. (signature) Notary Public, My Commission Expires County, Minnesota day of , 2020, by €NAMED, �TITLEJ of Wash N Fill Properties of Minnesota, LLC, (printed name) I Mark D. Kemper do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 2020. Mark D. Kemper, Licensed Land Surveyor Minnesota License No. 18407 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this Susan R. Kemper Notary Public, Anoka County, Minnesota My Commission Expires City Council, ELK RIVER, MINNESOTA �pF MINV j�A, PROFESS16W i LAND SURVFY'OR 18407 451- day r day of , 2020, by Mark D. Kemper. This plat of ELK RIVER CROSSING EIGHTH ADDITION was approved and accepted by the City Council of the City of Elk River, Minnesota at a regular meeting thereof held this day of 2020, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council of ELK RIVER, MINNESOTA By: , Mayor Department of Property Records and Revenue By: , City Clerk Pursuant to Minnesota Statutes, Section 505.021, Subd. 9 and Section 272.12, taxed payable in the year of 2020, on real estate hereinbefore described, have been paid; and there are no delinquent taxes, and transfer has been entered on this day of , 2020. go Sherburne County Auditor/Treasurer County Surveyor Pursuant to Sherburne County Ordinance Number 006, 1 hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 2020. go Sherburne County Surveyor County Recorder, County of Sherburne, State of Minnesota I hereby certify that this plat of ELK RIVER CROSSING EIGHTH ADDITION was filed in the Office of The County Recorder for public record this day of , 2020, at o'clock M. and was duly filed as Document Number : Sherburne County Recorder Deputy \ A A 1 \ 1 /, -r r\ r- r- -i- 1/2 r 1/2 INCH IRON PIPE WITH PLASTIC CAP MARKED RLS 17008 CITY OF ELK RIVER SHERBURNE COUNTY, MN EAST QUARTER CORNER OF SEC. 34, T33N, R26W I EAST LINE OF THE SOUTHEAST QUARTER - OF SECTION 34, T33N, R26W I I N 88°39'16" E 176.98 S 88°35'36" E 160.49 s 88°3536°° E 190.82 — — — —68.93 ----------------- �� �w _ _91_56_ ------- �V 10 -FOOT DRAINAGE & 5 -FOOT TRAIL EASEMENT I `n \; UTILITY EASEMENT (PER DOC. NO. 405503) C6 (0 N �� �� �D (ELK RIVER CROSSING 0 0 - /^ / SECOND ADDITION) •"�� I-\ ��` �� ` \ 04 � ' h co ro w �: �� 37�+ ., -'•�•� JPO O /70 7 01 �- c \ — �� v° h p �0\ a 1 �;17 Z UQ Ix C-5 0- nZ j3LOC ✓v- \Y, I - ' �/ gyp` >�. V \/ v \ _� -1 a �;��z Al / o ^^ep� 1/2 INCH IRON PIPE \ 4 \ DRAINAGE &UTILITY EASEMENT Q g� W v /�� WITH PLASTIC CAP \w // N 10 MARKED RLS 17008 ZJ (ELK RIVER CROSSING N 10 50 —\�� SECOND ADDITION) rnl� / Q — — — — — 32.00 m 79.47 0 0 194.51 <-t S 88°17'24" W 273.98 1/2 INCH IRON PIPE/ WITH PLASTIC CAP MARKED RLS 42597) 40 0 20 SCALE IN FEET I 19 THE ORIENTATION OF THIS BEARING SYSTEM 40 BASED ON THE SHERBURNE COUNTY COORDINATE SYSTEM NAD83 (1996 ADJUSTMENT) 0 DENOTES 5/8 INCH X 18 INCH STEEL ROD SET WITH CAP STAMPED KEMPER 18407 • DENOTES IRON MONUMENT FOUND AS NOTED DENOTES SHERBURNE COUNTY CASTIRON MONUMENT / / J % I I / N <�J N / w L0 Ln 0 0 0 V) I I SOUTHEAST CORNER OF SEC. 34, T33N, R26W MINIMUM MINIMUM"